Loading...
HomeMy WebLinkAbout7002-7018 Ripple Pond Lp-o I .r L Q 0 I co 0 0 M [V M I N I v r7i Q u7 O i 0 J I N I N v 0 C' 3 Q N 0 N / vn. 2 E 0 S `v c J 0 0 0 0 UI a 0 a`. i 0 U N N \ N S 0 Cl 0 N N N a� 0 0 Q }m V) ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handier Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot] Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KNVall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or TO, Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Sev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir, Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 02-15-13 1.0 PLAN RELEASE 02-15-13 1.1 ROOF PITCH CHANGE 12-18-13 1.2 ELEVATION RE -DESIGNED 12-28-17 2.0 2017 FBC CODE UPDATE 12-04-19 2.1 REV. PER PASCO CITY COMM. 03-17-20 2.2 REV. SHEATHING NOTE DTL. 1/16 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 3.1 ENGINEERING QCR 11-09-22 3.2 0. SUITE DOORS BACK TO DBL. D00 � II son loss monsommoni lonsom 111 �01 I I I Mwbll W1 lig 11 N MIN 4 - UNIT TOWNHOMES L E N N /% R. 1666-1787 TOWNHOM S (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 1ST FLOOR DOWEL LAYOUT PLAN 4 2ND FLOOR DOWEL LAYOUT PLAN 5 1 ST FLOOR PLAN 6 2ND FLOOR PLAN 7 1ST FLOOR LAYOUT PLAN 8 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS 9.1 SIDE ELEVATIONS 9.2 ELEVATION DETAILS AND PLUMBING RISER 10 INTERIOR ELEVATIONS AND STAIR SECTIONS 11 ROOF PLAN 11.1 ROOF PLAN 12 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN 14 1ST FLOOR ELECTRICAL PLAN 15 2ND FLOOR ELECTRICAL PLAN 15.1 ELECTRICAL SERVICE PLAN — ---- 16 AREA SEPARATION DETAILS = G L1 1ST FLOOR LINTEL PLAN t 1 L2 2ND FLOOR LINTEL PLAN �( D1 FRAMING DETAILS Uc— D2 WALL SECTIONS/ DETAILS —1 SN STRUCTURAL NOTES J SN1 SCHEDULES/ DETAILS S3M WALL SECTIONS/ DETAILS — S4M WALL SECTIONS/ DETAILS S5 WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS ST STAIR CONSTRUCTION/ DETAILS SS WALL SECTIONS/ DETAILS — WP WATERPROOFING PA1.0-4 PRODUCT APPROVAL NUMBERS SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID �- CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. !V C" 0 N � y w '. <CNI r romyC — o d 3 = d d O d cc 3 � a. � to u a� N G A � v Q ,.�es;;��lti9tltrtdrrir ._OWN q��✓� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Englneer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � Fa � N � �l �Co a7 2S J � 13 JCC —vim = , d' W�pjO' W ro �t 1 & 5 m Z J � Cl) d � N Z O C-) CD M Cl) ._ CA iz z � � CN7 Q j a c� S +-J (� w e O G) LQ L C!� C C') w s E EI U ? o0 �j cu cQ•, r 0 � � K aw z b a, w CD Z w �0 �� a ,- v cN 0 > a m Co ��1 F�— Vr O L O 00 co �° C:� a r d O v, c0 co a Q CN U) O Q C:)� CD N M O ~ CNI E (av; Z c E 0 r Z m a ° v °..' Q o c c � JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 1 •— _1 I _ I !I III I _— 1 I u. a 11 e 1 .LL1 -- - -- —1 - 1 1, 1 1 1! 11 1 1 1 1_ _. 1 1 I I I I 1!1L II � NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 T-O" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x 3-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" V-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 114" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND INDICATES SINGLE -STORY WALL FOUNDATION INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH REINF. SEE PLAN. CONTROL JOINT DETAIL SCALE. 1 1a'•1'-0' 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN :rU • #5 CONT REINF. SEE ,: •" :; FND. FOR QUANTITY '•_;; ;r #5 X 25" X 25" CORNER ; BAR ONE FOR EA. x�r;� r ,•• HORIZ. REBAR, TYP. —V , .. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE. 1 1/2"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 zo 5" SECTION A -A _T, 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \--CONCRETE SLAB PER PLAN �rM24 BOLLARD DETAIL SCALE: 3/4" = V-0" S3M N 191.'WEx gm_m, qn,_n" gn,_n1, II•{RI1W 1'-81, 6-8" 13' 4" 3'-8" 15' 4" '-0" '-0" 15' 4" 3'-8" 13' 4" 6'-8'1 VERIFY OF A/C 55 SITE D1 LOCATIONby PAD PER COMP. COMP. VERIFY LOCATION MLOIRI F3.0 VERIFY COMP. VERIFY LOCATION OF A/C COMP. PAD PER SITE tl 55 F2.5 4" PVC CHASE OF A/C PAD PER LOCATION SITE S3M S3M PAD PER OF A/C SITE 4" PVC D1 CHASE F2.5 II — F2.5 — I —w ------------- w I r F2.5 — - _ ---- I S3M I I 11 I I I I o 1 1 II 11 II II a a CJ 9 CJ cn cn I I o II ll I l l 1 1 I I II II ll II I L S3M ( I I S3M I 11 I I� II S3M S3M V V ll I I 1 I 01_01 I! 111 A I I S3M I I ® w I If I I III iin I I o I �, I I If I III, o I � cJn ( �-41, -I j - ® ®® II II I I I I - --I- I - - I 1 PROVIDE 1 4" PROVIDE 1 RECESS FOR SGD. RECESS FOR SGD. I REFER TO MASON'S REFER TO MASON'S I III 1 1 111 I I I - - -r— - I -4"� - -9j L ®® Im ( --- J N PROVIDE 1 1/2" I I 1 1 I I 11 I SCOPE FOR WIDTH SCOPE FOR WIDTH I 1 I I - II I I ¢�N N I L_ 1 1/2"RECESS I 4" PVC 1 I I 4" PVC I I I`NPROVIDE v FOR SGD. S3M ICHASE III ICHASE 1 RECESS FOR SGD.S3M REFER TO MASON'S SCOPE FOR WIDTH I I I I I I PW01 1 1 a, a� I I I I 1 1 I I REFER TO MASON'S SCOPE FOR WIDTH D1 SINK I io io I SINK I I I 55 D1 I I I � I I I ----------- I I __——————— — — -- IT I p1_p11 p11 I — — —�— — — — — —6d— — __ PW01 _- I 11 I I -------- --- I I Tr-------- I 55 — I II I I I I D1 I I I l l PW01 II ll II II I 5'-10" 1 1 14'-2" 14'-2" I I l l 5'-10"pz I 16'-14" 16'-14" I 16'-02" I I 3'-104" I II 11 I 3'-10to 4" 11 11 16'-0" _— — — — — — — — — — — — Il I- ❑� I I I II'1 I I' �� I I I Wit• � I I I I I I SINI 8-7 I I I I 6-021 I I II I I I 601. 2 INK 25'-4" 8' 71„ I10/ S3M 11 I I ll S3M N I I L _ _ I - —�— - - - - —�— I I 10'T-10" 10'-1" T-10" I I 2'-1 II I EO PROVIDE 1 5/8"x9" RECESS FOR DOOF. I I I I I I I I PROVIDE 1 5/8"x9 RECESS FOR DOORI I GG - III GG I I I G _CtI J S3M I I I I `I `I I I S3M I L _ r S LOPE S3M I V W/C I I I I O'-0" 11 `I LI I I I W/C I I ( 0'-01, I S3M SLOPE _1I ----- ELEV APPROX.1-112" BELOW F.F. L J r & L J ELEV. APPROX.1-112" BELO F.F. -- ELEV CAN BE NO MORE THAN 1-112"' ELOWTOP OF EGRESS PED F3.0 K I I I I I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I I I S ED ELEV. CAN BE NO MORE HAN 1-112" BELOW TOP OF E RESS i D009THRESHOLD. FIELD I I I K I RECESS FOR DOOR. RECESS FOR DOOR. I K I I I DOOR THRESHOLD. FIELD L 2 4 VERI — — — — M S3M N III (I N S3M M RIFY 2'-4" J I 4„ I 4„1;j?� 4" iv in 55 I K K S3M 1 T-6" 7,_61 2' N K 539' K I 55 D1 S3M T-2" I 9'-11a 2'-64 2, 6 11 I 64„ 2'-6 ,. 2 11 a' S3M D1 7-2" FM24 FM24 FM24 FM24 I ED SINK I I N ( I 55 ELEV. APPROX.1 112" ELEV. APPROX.1-112" BELOW F.F. BELOW F.F. 55 I PW01 D1 o CO14 PE I SINK D1 SIM. W/ CU ivE D1 IM. W/ CUT TAN ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-112" BELOW TOP OF THAN 1-112" BELOW TOP OF iv W/C w C) I LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELD VERIFY LK AT BAS I N a w W/C "n v/ - - 01 - rn - T b N — - D1 0 zn — — — T- — - — — ol D1 55 I 'v n C? v a nw � 0 0 w a I 55 D1 SIM. W/ CUT I O O Cn I SIM. W/ CUT BLK AT BASE BLK AT BASE J J ( I J J -7 I S3M S3M -7 ;� 71, S3M S3M I L 01 -7 L SYMMETRICA L S3M � S3M T-O" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" T-O" 13'-8" 13'-4" 13'A" 13'-8" 6'-4" 6'-8" 6'-8" 6'-4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" 1'-8" •1 - FOUNDATION (1787) SCALE: 1/4" = 1r-0" 0 0 PLAN I M N 0 N 0 CU -c > w CD C t0 C,3 N d N X 3 ar as da�c � E tY 3 m y- *E to U Q V O ' `��ttlttltfNllrrjr�f� W N �;�o 61 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E o g s V 0 Loa N D n J Q Q7 N 0 LL Z jLLU_ �a ro�rn a 5 0 W rR�°n°' m W _ LL Z IN aY Z F = N O U 0d o W ❑ ❑ CD � N L QU) — N r � Ca o 4-1 iJ LLJ � m -� O C y Uq W � E 1 0� S e; C U) � - sm o co 171) n E s° <� L E Ov oa F- �<�z u �° Z 8 w C7 O Y �m �� >- zC� .s N J i�b �� a 8� zoz W QD C. S ao } Cn 2 r 0 .2 N > C'7 I... rn m CL O O F -- J L LO CID c Q 00 T O - T � O '6 o O cQ co a Q ram1 � N ~_ CD N c LQ O N O M QO N LO � O O � .- E r Z Z E O cc a o 0 _j ¢ o � JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 2 3 I -a- v Q 0 I` _o I 0 0 J 00 N I N 04 N 1 0' cn r` O I coo O J I N d N I N / v cn� c C, 3 Q CV O / O a 0 Q) E 0 v i LZ 0 v y U O d 0 0 O LZ N C) \ N r CJ 0 a CV cV O N N_ S a m 0 Cn FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM SYMMETRICAL ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) T-0" T-0" 2'-8" „ „ 2'-0" „ 16'-0" 16'-0" " Z-0' „ „ 2'-8" T-0" 3 -0„ ,or-- ----- - ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1I�11D - LMI 9 I - C�D2) (A z 8„ D2 = D2 0 00 8" --- 00 8 _ _ 00 8 o 5'-6" 5-0" 6'-11-4" 1-4" 6'-10" 5'-0" 5'-6" v in 00 ® _ - ■ ® ® - IM - ■ ■ E E ® ■ 00 00 4„ 1 - 4,P 2,_4„ it 4,_0„ � _ AA GBB _4,_0" 2,�„ (D2 v v v N N I 1 I 0 4 0 10 LO 4 I I 1 c F- o I o I o ® in in in R ■ Q I _0 I Q I ■ l!i -- I� --- • t ■ 4 I 9 I ,� I ■ 00 OP ih iri ■ E E lot e 00 00 --- 9OCS I = O O O O - T GO CO = T v= 1' z" 4'- " 0„ O 0„ 4.0" 1'-2" _ v C? �` - 4 ('V -■CCN■ EI ® ®•E M11 ® E 41 - o o ' � 4 1 v BF� (`D2� Nil� ® _ -- EN. I I I ■ E E ■ 4 0 0 4 ■ E ® ■ l!') C:) lf) LL-i 1'-8" T-0" _ '-8 - i -8' 3-0"1' 8" M -- -_ . _ [In Cl) • Alc— t t AA 00 1 D2 1 00 1 AA � � o0 D2 `') Co _ r I =OCN• ■ IM N �{n N E E E 41t' E ■ ®® E E ■ ■ E 13 F ■ E ® E E E o - SYM TRICAL o T I 2 -o„ „ 8,_8„ „ ,_0„ - - - - - „ ,1 i 0„ „ 8, 8„ 2,_0„ (1787) (1666) (1666) (1787) 1 ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = 1'-0" CV O N L C� o -! W Z C L o Q V GCS O = f0 C i N -� _ v m x 1n .n N t Q N Y 4% w o N � c a E t c 3 co is ti W m o . c� c o ? a •fO }` = E o o. 0 0 W N '''• �'Rr�F � SS�U•a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N O u� 0 W qrk 0 J Q N C J LL W LL Z J LL a 0"a 32 c cc W :F - W Z LL M Lu J M 0 a .,q 0 O U Ud cg Z W U to ❑ ❑ Z � M o g mom r V) M Z (D CZ (D as:�V 4ilt�— •i�.7.-'�J cn w 1 O tri g N Ly N Lv S Q sm ti o cMi J � � z Z U- 0 zo �o >p <az E U Z ❑ a m Oo a� uo �U �� zo � f- a- �y �g �o M a Oy`J NO O¢ Zr > Z z J a ° z to W� O � F 2N >M ~' � n. F—_ Y OHO T C T ' 00. O'^ Co Y (n m n W O a Q T — v CV ~ N o O O N O � .Q C) a L6 r Z Z E i)i c a E U J Q pre J JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 3 L 11 I II I - I 01 Cr 0 cnn 0 t` 0 I o Co 0 0. J 0) DO CV I cV N I N C I c� 0 LO 0 i 0 cn 0 O J Q) CV I N C3 0 C rn .g Q cV fV O rn N E O S 0 c J / LZ L 0 U v 0 UI d a 0 J CD LZ cV CV 0 N N a 0 a. cV CV O CN 0 0 L ® ❑ a.I ®■I (1666) SYMMETRICAL I I 8„ 1 8„ SYMMETRICAL (1666) n, O" n' A" A' 011 I I I I I I I I I I r�I. ■ I N iD FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 2ND FLOOR DOWEL LAYOUT PLAN SCALE: 1/4" = V-0" 0 .e -fl � W Q Q nw o c ccC.+m N c 4•' tL to O tVCN C Q a� cs ra 3 eu co 'c CU C' Et � 3 v is CU ? U Cu a to R a E L 1`\,,���t�rttlryfr���e�,ro C ESS1�r� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S! Q 8 N cc J Q 2 C J LL W LL 5 J lL SS d d ii 4�1 — : W 0 ` W U) ern m Z LLO � NZ ¢ J Cl) ur Z N O O U W ❑ ❑ z 1 Q 13 V) LL (n w o V O Lon LL s Ly N C _Q c(c�pp7 : z s� 00 �£ LQ Cl E U w'z oa Z F— � �g N u) tg ay M C C F Ny o O¢ z � N J alraw a'° z N r� C? O z qO NT W ao a� .�I r� r o cD 0 °6 �(V0 > M N Q � 0- 0 —� L0 CID 00 '- C 0 Q o � m a o d T N O c 117 r N O M O N to C) �— m c (0 N r o Z Z E 0 iii c a E U ¢ p JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 4 I H I. 11 1 11 1' II 1 1' 11 1_ _ I o+ 3 I `v n N O d Ln _o I O f0 0 0 1 CV N i N i c I 0 U) LO 0 I 0 J i N rn I O ,n 0 3 a N i a 0 CD c 1= i LZ 0 U v ID 0 UI i .o m a 0 0 17 N r 0 0 0 0- N 0 N N N S a> 0 cn 20'-0 6-8" 1'4" 54" T-4" TYP. @ EAR r -n 55 D1 II / II I I I DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI LANAI I I 9'-4" CLG. AFF II CONCRETE 20'-0" 6'_8" JT Ivlt KI HL T-4" 5'-4" l'4' TYP. @ REAR COMP. COMP. -" " 1 COMP. COMP. 55 rr - � LL D / (2) 39 x59 SH - - - I / II ( II �1 D II - - - (2) -x59" SH - DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL DOOR LOCATIc LANAI SCREENED LANAI 0 T.O.M.9'4' i o SCREENED LANAI LANAI FOR AI 9'-4" CLG. AFF (0O.M.18'-8" '� 9'-4" CLG. AFF SCREEENEDKED LA CONCRETE CONCRETE LANAI 0. id. 8'-2" 8'-2" 1 V-2" 9'-4" CLG. O I O CONCRETE 80 60•�.G.Q. - - - - 6080 S.G.D.LS --_-- 4-SH LIVING � ---- M � 4-SH - - - - - ---- i LIVING O 9'-4" CLG. I REF REF I PWo1 9'-4" CLG. AFF CARPET I 2668 2668 D1 CARPET B.F. B.F. 7'-3j' 3 0„ g' o-" g'_04" 3' O" 7'_334 TYP. 1 z KITCHEN A DINING DINING Al KITCHEN z I N OI I < 9'-4" CLG. A2 10 9' 4"CLG. 9' 4"CLG. 1 A2 9' 4"CLG. I I N I TILE 10 TILE _ TILE 10 TILE lO A3 `� N A3 PW01 I 10 °O o0 10 DINING D1 I SINK DW DW SINK 9' 4"CLG. TYP. I a� I l a TILE �� L---� O O I I O O r---J �Q? L - - -J L - - -J T-4j" _ " 10'-11" 10'-11" " 3'-43" 80'-011 20'-011 20'-0" •I C' All i' A" i' n', i C' All II II O II p II II cV I I , I I O DINING 9'4" CLG. 1 TILE I I`rn 1 fX I � I I nl . • I I&4 • • •'• •,f •w• •: HANDRAIL •w• •••, •• •• •• - • •; • • • i -- -- - - _ ® ` Il�■i m LIVING LIVING • g •; . . 'co - 1 1 �•• J N • • , • I ;��11111111 •;• ��• ' ' III 111 • '• ul •'• h •, rl c •,'• :: • lu MY FOYER iFOYER TILE TILE 1'111111:1-�1�) • • "^ 1 IN i •C A � - IN � �IIIIIII MFMMIN,!t .. 1 1 • !• • . TOENAILS @ BASE TOENAILS @ BASE 2668 . ,. t i� 1 PROVIDE - • i - • • - REQUIREDWHEN a. PROTECTION ��111111�I]I y�Il]IG71 lin]ICI]II IICI�IIIIGI�� - • ! I! • ll I .-• o PER FBC cOo o WHEN F(LUJIHLU WHEN REQUIRED 0 INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. j -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL ' WINDOW SCHEDULE (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 12 20 X 26 18 j x 254 S.H. 13 20 X 38 j 184 X 374 S.H. 1a 20X50 18}X50 s.H. -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 15 20X63 18 jX62 j S.H. 1s 20 x 72 18 J X 714 S.H. 1 H2 271/4 X 26 26 X 25 j S.H. ap `50' 11-13 271/4X38j 26x371 S.H. TYP. INTERIOR WALL 1 H4 271 X 501 26 x 50 S.H. BEARING WALL 11-15 274X63 26X621/2 S.H. 11-16 27 X72 - 26X711/2 S.H. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 22 37 x26 364X251/2 S.H. 23 37 X 38l) 36 4 X 37 3/4 S.H. O +29.7 / -32.2 © +29.7 / -39.7 24 37 X 50 j 36 4 X 50 S.H. © +28.3 / -30.8 O +28.3 / -37.0 25 37 1 X 63 36 4 X 62 1/2 S.H. O +26.6 / -29.1 O +26.6 / -33.5 26 37 J X 72 36 } X 71 1/2 S.H. GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES DOUBLE 2WIDE 75"TALL 73WIDE S.H. 32 54X26 52jX25j S.H. 33 54 X 381 52 J X 37 j S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 524X 62 j S.H. SOFFIT DESIGN PRESSURE +29.7 / -39.7 36 54 X 72 52 } X 71 � S.H. HEADER SCHEDULE 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 1ST FAREA TABULATION (1666) LOOR LIVING AREA 674 2ND FLOOR LIVING AREA 992 LIVING TOTAL 1666 GARAGE 264 FRONT ENTRY 98 LANAI 120 TOTAL AREA 2148 AREA TABULATION (1787) 1ST FLOOR LIVING AREA 759 2ND FLOOR LIVING AREA 1028 LIVING TOTAL 1787 GARAGE 265 FRONT ENTRY 12 LANAI 67 TOTAL AREA 2131 MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE F 12 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 -- (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 - (2) - 1 3/4"b=2 X 11 1/4 LVL 2.0E F950 -- H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 -- H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG FIL - CSYP W/ 1/2" FLITCH PLATE ATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required FY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND L-RE UIRED STUDS General notes B6 PER FBC 10 cr> cri PER FBC PER FBC GARAGE B6 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, = GARAGE � � T.O.M. 20' 0" = Provide '/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9'-4" CLG. AFF GARAGE GARAGE T.O.M.18'-8" 9'-4" CLG. C9 POWDER board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board CONCRETE 9'-4"CLG. AFF 9'-4"CLG. O TILE CONCRETE X-2" 3'-2" T-2" T-2" 9'-4"CLG. AFF CONCRETE CONCRETE 9'4" CLG. TILE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). �T PW01 0 o PW01 �a " 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts o, D1 b TYP 1 H4-SH ENTRY 9'-4" CLG. AFF ENTRY 9'-4" CLG. AFF N D1 TYP. a, penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 0.48 steel, 1 inch minimum rigid nonmetallic class 1 H4-SH B O APPLIED O --------------� -------------� oQ CONCRETE oo CONCRETE - --- _ _ _ _ - ---- ----- APPLIED gage mm sheet g g ( ) 9 STONE rQ I I I CO I r--------- I CO I I I STONE 0 or classl duct 40 4' 4" 2'-0" I I I I '' I '" I I I 2'-O" 4'-4" board, or other approved material and shall have no openings into pp I I I I I I I I I I I I I I I the garage. I I I I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" IT I I I I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire b) I I I I PW01 I I I I rated door. I TYP. @ I I K I I K I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected K I GARAGE I I S4M I S4 D1 I VS4 I I GARAGE I with'/2" gypsum JAMBS 1 1 T AT I T.O.M. 18'-8" 9'-4" CLG1 AFF I I TYP. I I I I 1 JAMBS _ _ _ --------- -----4" CLG. T.O.M. 18'-8" board. _ _ _ --------- GARAGE .O.M.8'-8" B�CLG'F--- I I I TT -__ -__-___ - - - - - - - __- I GARAGE I I -$"_CL?,. T.O.M.8'-8" 5. All doors and windows providing direct access from the home to the o �;, ______________ __-_-------_ ------- --------- ----- (V pool shall be equipped with an exit alarm complying with UL2017 _ - - - - _----_-_ 8070 O.H. I 8070 H. O _ SYM I RICAL ________ ____ ______-__ ____ that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning 8070 H. o I 8070 O.H. O I I 0 when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" T-O" 4„ 4„ 64" 13'-8" 13'-4" 64" 64" 13'-4" 13'-8" 6-4. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 10 201-011 201-011 201_011 201-011 _- _ garage side. Garage beneath rooms shall be separated from all habitable - - _ _ 801 rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also (1787) !16 6 6) r16 6 6) r1 7 8 7 ) protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. ` 1 ` 1 ` FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an . CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR PLAN ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere SCALE: Y4"=1.-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass C" N 0 W o � U an G C 3 3 � U d cu _ <n n -c.2 c E ro a 2 u `,;,tt�ttulltr fir It ZO`VN ! f��`r Alf\,l O 10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7lh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. 1. g E $ f, 0) V N _ oro � C J zsz LL Lou ccLl. LL S d tii �NtD C W (/) . •se LL Z m 1w- 04 N Z Z N OU ou CD Q - 13 1- z_ �N LL { T fC3 Lu w IS 0 g l/1 c w 8 I _ = U c 05 x �Q N � o w s ii `g E zg>p a� z 4® � E V as as �U ati woff po OQ Z o N � Z 3 d 8w �. go dz NW W U 5 0o Flo �N Cl- (o CD 00 n � r-- 0 Q /� C.•.. V^ ae co CD�i / I m Q a Q H CD N O c LO CD CD � N M •n QC) mot' N Liz 0 CD 1l- N o Z E `m E 'o M JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 5 11 R c� .1 1 . 201 011 201-011 ' - 201-011 - 201-011 1 4' 16'-4" ■NW TYP. � (1787) (1666) (1666) (1787) 5'-0" I c� 0 ' W.I.C. 8'-0" CLG. I CARPET 2nd FLOOR PLAN SCALE: Ya"=V-0" INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. WINDOW SCHEDULE -2HOUR FIRE RATED SEPARATION WALL R.O. CMU R.O. FRAME -9'-4" TOP OF MASONRY WALL SIZE (Flange) (Fin) TYPE (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 12 20X26 184X254 S.H. 13 20X38 is}x37 S.H.. -2HOUR FIRE RATED SEPARATION WALL 14 20 X 501 18 JX 50 S.H. -18'-8" TOP OF MASONRY WALL, W/ 15 20X63 18JX62j S.H. SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 16 20 x 72 18JX714 S.H. -2HOUR FIRE RATED SEPARATION 111-12 27 1/4 x 26 2s x 25 S.H. WALL iH3 271/4X38 26x37 S.H. -20'-0" TOP OF MASONRY WALL, W/ 111-14 27jx50 26x50 S.H. SHAFT LINER ABOVE TO BOTTOM _ SIDE OF DECKING 1 H5 27 4 X 63 26 X 62 1/2 S.H. TYP. INTERIOR WALL 1H6 27 X72 26X711/2 S.H. BEARING WALL 22 37 X 26 36 } X 25 1/2 S.H. 23 37 X38 364X373/4 S.H. OPENING PRESSURES 24 37 X50 364X50 S.H. ENCLOSED - EXPOSURE "C" 25 37 X 63 36 } X 62 1/2 S.H. O +29.7 / -32.2 © +29.7 / -39.7 26 37 X 72 36 4 X 71 1/2 S.H.© +28.3 / -30.8 �D +28.3 / -37.0 DOUBLE 2 WIDE 75" TALL 73 }WIDE S.H. OE +26.6 / -29.1 O1 +26.6 / -33.5 32 54 X 26 52 X 25 S. H. GC� SEE SN SHEET OH SEE SN SHEET 33 54X38� 52�X37� S.H. Ajjj!140 MPH 34 54 X 50 52 j X 50 S.H. - 35 54 X 63 52 x sz} S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES 36 54 x 72 52 x 71 } S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES 39X59 40 X 59 N/A S.H. SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE AREA TABULATION (1666) 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS 2ND FLOOR LIVING AREA 992 (2) - 2X6 #2 SYP W/ 1/2" H1 LIVING TOTAL 1666 FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" GARAGE 264 Fit FLITCH PLATE FRONT ENTRY 98 LANAI 120 H3 (2) - 2X10 #2 SYP W/ 1/2" TOTAL AREA 2148 FLITCH PLATE AREA TABULATION (1787) H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE 1ST FLOOR LIVING AREA 759 -- (2) - 1 3/4" X 11 1/4 LVL 2ND FLOOR LIVING AREA 1028 HS 2.0E Fb=2950 LIVING TOTAL 1787 H6 (2) - 1 3/4" X 9 1/4" GARAGE 265 LVL 2.0E Fb=2950 FRONT ENTRY 12 (2) - 1 3/4" X 16" H7 LANAI 67 LVL 2.0E Fb=2950 TOTAL AREA 2131 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note''Y2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with 1/2" gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass N O N css _ t7 Q � W O t c U C14 _vlsx a N R'V cc N O cc 4 .�. cam+ Y ar a/ a+L d C c T C t G « 3Cr a) U N c E � o c �\\t,,,�lut�ffrffih ' ro '• a T f D 4��• Q) , Ul z "' I L U •' k�FESS'l0 ���N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o E N N 0) If ( C r -07*� to <n r r ;. N O y W W � LL Q. -6 Z13 (C=�' i N Wtt 8�ILT r-- mQ J L0 C,, a o r, O Z c) ❑ ❑ � z M z i (0 10 z iz-_ 3 Qdraft awad N z � U' o u- 4-J (r3 w 0 w g In C y �N .3 rn c� 8 C � 0 Q aJ Y t1'1 0 N OI o co M N u z z M o U_ 0 o > �® E I U �a � ryO.4 K O �Q"' Z Q E N f•� a � S .8O Z .? c ao or ms oZ Z � J tim 0,• aZ i. p<pws p a o O �� � w W C, Milli � oa ON 0 >M Z � a O f� J LO I0 CID oQ o^Oc � T IZ O _ GO co 00 a Q N oo CD O O O 4 N L.0 I CD T- E r- N r o Z Z E O N m C a E U _j Q 0 c -r JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 6 -i_ i i — i r-- - i 9 ! I_r es r VI 1 _ 1 1 1 11 I' _ 1 T ! 1 I'll', I IIII1 11 iJ �I r EX LC 7E A 80'-0" 11 20'-0" 1, 20'-0" 1. 20'-0" 1. 20'-0" 1 (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3l16"=1'-0" e."i N C N Cf� o m -o � > w 0 t � CJ ch N _-vmx C LA-d N 1 v c oN w cz .c m � 3 � rO a�i csu ' ci a � d c' o N a Ll E R' o r1 V n .. ���``1 ` ^�\• `0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I- o E Q N N D g C 0 co M In fh V ik LL Q C J LL W -j LL a Lu .:. N O Wrn� LL=�Mz< 00 a = ii. W ❑ ❑ Z N c� M (D Cz LU •Tf! 1 0 w R V) m U � w � A M E ,'...... yyy • Q Y Uj z M z o z LJL 0 `� n an U k z o a a� r 0 o� O�z N wz ru C <p a pp X V m� On Z Z J N. V) Z a az �w W rg o O as .o 'ate 0 �N 0 > CO a � ^` o J L LLn n (o v Q (� C =3 T T d O _ cfl " N 0 O CC)r-Lm v! a Q v �� j E CV ~_ 0 N � o O c Ln n C:) C) O 4 N Lo 0 O E n N � r o Z Z C N E Q N C n7 E o G? C it U 1 Q O JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 7 I 0 N _17, I O t0 O rn I CV N I C N B Q 0 I O J N_ I [V �Ny N / L O rn 3-1 3 Q N OO FL C i L.= O O �I 0 C li 0 L- N N N N N 0 0 a. cV N 6 _N c2 Q v n> V) cn WALL LEGEND FILLED CELL LEGEND 8'-8" TOP OF MASONRY WALL CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM (GARAGE) ® 9'-4" TOP OF MASONRY WALL FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 18'-8" TOP OF MASONRY WALL ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM _ 80I-0" SIDE OF DECKING 20'-0" 20'-0" 20'-0" 20'-0" ---^—!^ �— -2HOUR FIRE RATED SEPARATION SYMMETRICAL WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM I I I SIDE OF DECKING --------- ----- - ---- INTERIOR WALL ° ° ---- I I ° ° BEARING WALL I L- — - — - — - I i --------� I U. BATH ---------- - ----------- _—_—_—_ 0. BATH ' 0. SUITE I i i I 0. SUITE W.I.C. W.I.C. I I I 0. SUITE i/' �i I 1 ii \\i 0. SUITE0 1 _ I --�---- 0 0 ----{- — 1 I 1 W.I.C. i 0. BATH 0. BATH i W.I.C. 1 1 LOFT I LOFT LAUNDRY ------- ------- I LAUNDRY 4 ------------ I 1 I rj I I , I E LOFT I LOFT I I I I - LAUNDRY i I LAUNDRY t--_—_—_— �- BATH 2 I a-------------- I 1 I I I - BEDROOM 2 ( BATH 2 BEDR- UM 2 I I I I I I I I o G BATH 2 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------ ---- BAT 2 ° BEDROOM 3 0 BEDROOM 3 �f I I I I I I I BEDROOM 3 BEDROOM 3 1 I I BEDROOM 2 BEDROOM 2 I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- ----- — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — J I 20'-0" 20'-0" I 101, 20'-0" All 20'-0" 801-0" — — -- -- -- — - -- SYMMETRICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" M caw 0 cta. o cy -O - > W Z x n- Ro Q N ]rC � N dawn E y w a W L A y y of D o � T y ra N d- E � o V OWN - `RQi7F7 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E m 8 V N O O r y o _� Y 93 OD N � N M� YI i` Zry In � .F Q C14 C) C J LL W 1 I^ V -JLL L d -v a 9— W 0 mom`° c, am M W Z LL du w 0 Cl) Z Q }A I� V N J OU 0 Z W o ❑❑ C9 I Co z o N4-1 1 � C� o LL Cn Og w gJim V) '3 C) w r ! cc L = C� V) c u' � Y • Q N o M M gg o$ X a 7 UI E o Wo i �® U cu F- oa oa w¢ $¢ Z O � n7" a i mg o 0, Z Z 41 m a w � o� go C CD 0 0 v nIa � s O CV Lo >M F— a 0 (1) 00 L" J CIDio Q 00 ^ c 0 1 d co CL Q r Z� Fr CV 0 IN N LO o C:) LO 0 O 4 a Lo N4,O E a t` r z ra Z E C) vi c 1 E 0 � ui ¢ O C JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 8 �L..L 'L�Wmf l .I "I q I I II I I !I I I I I - I LI ► I - - l II IIII `' 111111'A_IL-1111 - (1787) -------------------- TEXTURE FINISH 12 COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 TEXTURED FINISH OFF RIOGE— VENTS,TYP. ------+II------ -- +1" PAD ---- FLASHING -- - 16" BAND I (1787) (1666) (1666) OFF RIDGE VENTS, TYP. 1 tAl VNtV rmW.7P1 ---_----------------+------------------- ----- + - TEXTURE FINISH I I 12 12 4 FLASHING 4 ----- — —-------� — -- ---- - -1— — - — 2 39"x59" SH I TEXTURE FINISH I , (1666) COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 (1787) FRONT ELEVATION SCALE: 3/16"=1'-0" - - T.O.P. _ HDR. TEXTURED FINISH STANDING SEAM 12 n Y _ 7 FLASHING _a-y _ _ �;,k_- SHINGLES a._ ..>„ - „o.,- _� _ +1" PAD I 16" BAND jI �I D I TEXTURED FINISH (2) 39"69" SH I _ (1666) (1787) O 00 REAR ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga. x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be seale d at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e•a CV e1.s cc� Q ? LL! G f0 f l N 3 N c L. � U d in a s_7 c E �o � U O O!NN v�J rE' U K�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o e, ?)c N N C1 •N-, 20 /� M0JJ f Z 0 r o W W `.i Cl)Z LL J N OU Z V W ❑❑ CD z z o s J C1.. yy z �-J CD O w 9 to � w �� � in _U �- c IN 41:4"y _ c rh 0 Q _AM w o U_ � E ?a co �0 ❑a oo Z� o E ra & N t tto w� m� c $ap Oa �� Z Z v �ai m �� az �9a Z n' s 1 O a U �j Mill! 0 cfl-- V za Ui 0 CV >M Q1 CL c� t— ~• N o �-� L -J LO coCD CX3 1� =3 1- 0 Cr 0- O m CL F__ o 0 0 c LO r- C'4 M Q O v N LO d- O T (D E L I- 04 r o Z iii E O ur m m n. E v U c c JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 9 .. , , _ _ _ _L. .. _ 1 _. III 'I i .ill! 1.." 1! 1.- _. i I':I '. I ' h 12 - 12 5 L-, .. 5 12 _ .. -,_- 12 _ - �-_'�- T I i - Ins. - -1 . - .-..ve•..�'.--. -J.� -� ----------------------------------------------------------------- TEXTURED FINISH 1 H3-SH FLASHING METAL ROOF 7'-J" 7:12 PITCH +1" PAD +1" PAD 14-L - - - - - - - 16" BAND (2) 39"x H TEXTURED FINISH ------ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 5 HEEL =m - T_O_.P- HDR.----'-0 1114, ---- 1'-4' 12 L. 7 FLASHING -- - EXTERIOR PLASTER -ON FRAME ---- ------ - - - - - - - - - - - - - BRG_AT GARAGE _ _ CJ HQR1 _GT_- _ _ -- _ _ - CJ/WEEP 2'_2" TEXTURE FINISH F.FL. (1787) 12 _" "`"' 12 H_E_EL -------T.O.P.-- HDR. 12 - - - FLASHING _ 7 _---________F.FL EXTERIOR PLASTER ON FRAME C_L_G._H_GT. -------------- -------------- j------------- G Ci CYWEEP — _ — — ------------------ HRR__GI. v TEXTURED FINISH F FL LEFT ELEVATION SCALE: 3/16"=1'-0" 12 Q5 --------- -------------------- .--------------------------------------- TEXTURE FINISH -0 1 H3-SH ----------�a"xoa"srt 7191 METAL ROOF 7:12 PITCH — — — +1" PAD— — +1" PAD ----------- r----_----�-------------------------- --- - - - - - -- 16" BAND (1787) x5 ' SH TEXTURE FINISH RIGHT ELEVATION SCALE: 3/16"=1'-0" IM 60 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N ' N cn � Q a 1 0� s C Ci N m x Q w CC J CV °' Y 3 m QC w v �_ ZJ . . _ ze 3 ` !° a/ a• Q 7 GJ q ,,.• a. a1c .'a �, G E em 11 -1 IW 0 4t UA ••• .� FL ,O� i iE Si1110 �N III To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1 y 41a ..-. ... I E O N V N S N 2 cN 00 M 7 2S z LL Lu v: 13— JILLL S , d Lu � m O �oc 2 c, rn m W z LLW cp J !Ni Z 13 J OU RC W 0 U) ❑ ❑ z � G no r V o Zia N^, 'WTl z R o LL O w s N ny U M UJ J _ • �Q U 0 c Q 0 N O� CD co M. O z LJ_ E 0 � Z of > ty <� z® oa ro W 0 U Z _ o E N pQ �o irw i 3 ZI;n N C v x 0, o �o � >5 � , 7z W U o FG � j o CID�a w MI5 a a° ° 3 c ^' >M CL ro 0 H N O r� _J LO 00 a^O c c Q T T Cr O a ! �^/ Y v m Q / CL Q CV O O O c LO r N Cn O a d N to O O ` T� ai E M C 7 r- CNI r N 6 Z O �rNn' C C C <L U 1 Q O C J JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 9.1 U LU li Q �N U NOTE: • W =112 OPENING DIM. ��; • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED +211 +211 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH ,II 2j1 VTR Jlv I r\\ VI1 1j V TR i I , lq� i 211 i i N 20 WIG1311 ' qNS°N e r 211 5H�R °� Vf 3" lqv SIT ofo �E 311 vv'G 211 P �A Y 2 24 iljl Y . rl gill I\ I I V 11 I J n V�G 3 12° Vf 2 2" I 5H I R I Div lq� 3 2hd FlR A 1 n I �111 3 ��/•pl,l I 3A J n 3 �✓'1 / I 2" 3 / 00 411 c/° TO MAIN T �� 3n 1666� H� N ENfKlfUg G � T P�To 211 3" ° 2hd F 3n �R PLUMBING RISER 211 VTR'I 3n SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I . 411 VvG 'w 61 1787 �811l 10�1, 11 FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED Ir in T FRONT VIEW 3211 BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW N O CV ea � al •a a w � CO U G L� CJ C` C fO C, I _7 Z7 CDN X I.L N C � C= N La O t ru Q ,mow, N m 3 w Cu .n m � N C'8 E �o c.1L U O vx V • .,..,.••'' OAP' �`,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. u� V co Q M p 4 W Q C J LL W � W w a Z ma' d Wf°C2`_° O ��°i°' m W NzdJ LLz Z N OU CD z N Z � z r— N�� o �U) aj LL 'l- T N W � lJ -� o w to C �N 5 a3 0 N QCID s o0 O w M ti r za uo >p �R to Q U a as FO �< yUo} -' U 0� Z Q O 0 az < z wJ N Y Z J" oz �z 7 �o �w CD a CID �N >(Yi cc a O ^, W J Liz o (0 O n = T 0 T Cr O COO Y O � CD m a Q r c O O Ln r - N O M O �y L 0 o 0 T E � n N � r o Z Z 7 f/1 O m a E w v -i Q nt° JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 9.2 II 1 P !I 1 1! ,11 1 Ieu 11 111 115 '. I 1 11 11 1_I_I I I I ! I I I I I 1 H 11 1 1 II 1' �=1N T SIN T CONI RETURN TO WA SCALE: NTS DRYWALL CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED DETAIL VERIFY 0I W/ PLAN TYP. ARCH DETAIL Stairway construction and handrail to conform to the FBC Residential section R311.7 Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 1/2" between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBCR Section R311.7.7.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). HANDRA SCALE: 3" =1'4' 1.1 W., : FRi ALL 2X1 RINI IL DETAIL (1787' SCALE: 1/2" =1'-0" 'i 0 STAIR SECTION 9 00 win 0 1 M MIRROR 4 00 Ak BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN (1666) INTERIOR ELEVATIONS SCALE: 1/4" =1'-0° NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 11 0 BATH 2 OWNER'S BATH KITCHEN STANC q STRIN( T CLIP Tl KITCHEN (1787)I SCALE: 1/4" =V-0" 0 ie) KITCHEN NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 1666)S1AIR SECTION SCALE: 1/2" =1'-0" rj N CO N o � W CD d n p C M V M C I a C,. N M N T7 N L Q y O � d Y CD '3: E o .a 4, a Ln G1 � E m o d U O ,N'LJllltlifl1f1 _J .r, � . fir\✓ ((� � .+ ell rJ 5��`Cft To the best of the Engineer's knowledge, InGrmallon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F�,,.. F a E O N 8 0) C m 0 ik cif LL M v J LL L. W J LL d ( (3 N:Z :zt Z Lu CL L m ?` ���� 0. ILW ZO U �d o) 0 Z N v I Z 'gyp W O �, N rY w E 8� U - ._ c Q m N m Cw Cl) i o s Z a Lo a fo oLLz® >� an a E U z oa IT n7 _ s. g 'a- j0 o ¢ a Z N ~ D � p �W d B � c g m 0 z" Z 8 ° o co d= � is °� 0 CV > M 2 rn m Q O J LO 0 p O^ C 0 Q 1 O co Y o O C410 00 Q tZ Q O CD NZD O M Q O �_ N I� ai E c I\ N T o Z m Z E O w c FL U .� ai Q p � JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 10 ZONE-1 ATTIC SPACE 27 SQ. FT. S Q 70KIP-1 7nKir i SYMMETRICAL (1787) (1666) T (1666) (1787) ZONE-1 ATTIC SPACE 27 SQ. FT. 12 ROOF PLAN SCALE: 1/4"=V-0" e.� 0 .- o :Z. Z � W G (O U Cad m X C LA — co C=� r _ C � r_ r 7 rz • O �` c E � o 2 V c. Vv �;'•` FAO Ni 'r. ,• '' ' F c�4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 E O N Mc Y/ n r v �8 J M C'4 2s2S 4: LL R Q C J �+- ll W (0 V 5 Si5 LL t o cc �0 W � 0, W Z 00 CN ILLO M Z Q J N ., ;^ OU Z W ❑ ❑ z E3ti —_ th C7 W LL 0 4--) Uro 0 i-u g w � n C NNop Q N W C � n M J u�-ia a � LL r n Ep nW > ¢? O �® U a pU JCIO U OU O� N Q _ W 4Q �Y()l. ryO Z�� in O I N Z ,w 3 SI �o �� J o I7 �o I�III 0 `CV co a J Ll 00 coQ 00 T O (n m a o � Q T N H o o O c Ln h N M � Q O v N LS7 �• Q O T r- N r �/-� r (D o Z fE6 Z iii E O (n `m _� d E v °' U -j Q 0 r— c J JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. i t I P 1 ..1,1 „ I r„ 11 v I t 11 1 1 i 1— 1 1 1 I I .III. I. -, ccvj o 0. 0. 0 ILW 13 Cz L LU cc Wa 00 0 U:CID t 0*4 ) (1787) (1666) GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALL RSH ENCLADDING WIND PRESSURES AND SUCTIONS FOR MOEAN WABLE ROOFOMPONENTS HEIGHT 5 25 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:121 a=4h AREA ROOF 1 2e 2n I 2r 1 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 -78.58 V�,W,7 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS 01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDal ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O I l O l SHINGLE: %e' EXP. 1 (2Y16) or %2' EXP. 1 (3�6) I I I I �� I I I I TILE: ts/32" EXP. 1 (3716) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS r r� 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[ 12:12J WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL 4 4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 777777 -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS- 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 1 M MASONRY WALL OR BEAM SEE TRUSS PLAN SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: a.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ °.. 4'4' O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW ROOF &FRAMING PLAN SCALE: 1/4"=V-0" 12 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 _ 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS — J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR — M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 ** 1335/2820 " 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 112" HTW20 1 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (8) (A) vk I OR 2 PLY BARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10-(Al INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER I SEE SHEET D1 FOR ROOF FRAMING DETAILS era 4V a a� z+ T W Z i= � o a =ro�N 1 - •a m x t1 rn ca ro y Q N Y � % w d 1�1. n-1.-. - - - ■ - I —. 1 1 11_ 111 1 11-91`1 1111 I - I' ' I 1 11 I Cr 0 i O N i N N I 0 .Qg Q 0 J Cm I tV d N Cr V) c C, O E: i LZ e .o i a LZ N N N N r3 O �N N O N N 0 Q c7 GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE C RSH ENCLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT ST25 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4k �� AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 / 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 _QL —i- � 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �\ �v// A ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" Ci IN FIELD �/ I 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I r I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: l O l l O l SHINGLE: 3/e" EXP. 1 (24/16) or t%32" EXP. 1 (3Y,6) I I I I TILE: iY32" EXP. 1 (3y,6) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 0 - r r,-- 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/a" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4k 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 _ 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 5" TITEN HD ACHOR ��1/2" x 5" TITEN HD ACHOR RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS WEDGE-BOLTS WALL LEGEND x21/2"SDS WOOD - SCREWS & (1) 5/8" ATR 8'-8" TOP OF MASONRY WALL N LUS26 1165/1060 ** 1005/915 *" 8 - 10d x 3" JUS26 1000/1080*" 8 - 10d (GARAGE) P HUS26 1320/3235 ** 1335/2820 "" 20 - 16d x 3 1/2" HUS26 2035/3400 ---� (20)16d x 3-1/2" 9'-4" TOP OF MASONRY WALL Q HUS28 1760/4095 "" 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 i 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" 18'-8" TOP OF MASONRY WALL S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ 18'-8" TOP OF MASONRY WALL SIMPSON SET w/ 112" MIN. 2ND FLOOR ONLY. NO FIRST EMBEDMENT. FLOOR BELOW. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" -2HOUR FIRE RATED SEPARATION TITEN HD (2 PLY) OR (52) WALL 16D SINKERS FOR FRAME 4 4" TOP OF MASONRY WALL U MGT W 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" (LANAI) , W/ SHAFT LINER ABOVE — EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C TO BOTTOM SIDE OF DECKING EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (2) 16D SINKERS & -2HOUR FIRE RATED SEPARATION (14)1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE - WALL (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 -18'-8" TOP OF MASONRY WALL, W/ SINKERS FOR FRAME SINKERS FOR FRAME SHAFT LINER ABOVE TO BOTTOM "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SIDE OF DECKING SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12 - 10d -2HOUR FIRE RATED SEPARATION HCP2 590 555 12-10d x 1 112" HHCP2 680 _[_570 (20)1Od x 1-1/2" ALL * MINIMUM 3" MEMBER W - ALL TOP OF MASONRY WALL, W/ ** REACTIONS ARE FOR ROOF LOADS ONLY SHAFT LINER ABOVE TO BOTTOM *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) SIDE OF DECKING NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02-20 TYP. INTERIOR WALL LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. BEARING WALL FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. 1 Ad �---MASONRY WALL BELOW: a.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a.. 4'-0" O.C. TO GABLE TRUSS --COMMON TRUSS a, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Cc 4j x CONT LEDGER oOWN w jFL LL 0! -Z �p C� G 0 13 c'o LL 0 25z < < 0 4-1 9 C) ex) cd 14 Ljo(�::, , CL E Lgn O a19 as ) SEE SHEET D1 FOR ROOF FRAMING DETAILS e+"a N NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. 1 Ad �---MASONRY WALL BELOW: a.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a.. 4'-0" O.C. TO GABLE TRUSS --COMMON TRUSS a, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Cc 4j x CONT LEDGER oOWN w jFL LL 0! -Z �p C� G 0 13 c'o LL 0 25z < < 0 4-1 9 C) ex) cd 14 Ljo(�::, , CL E Lgn O a19 as ) SEE SHEET D1 FOR ROOF FRAMING DETAILS e+"a N SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Cc 4j x CONT LEDGER oOWN w jFL LL 0! -Z �p C� G 0 13 c'o LL 0 25z < < 0 4-1 9 C) ex) cd 14 Ljo(�::, , CL E Lgn O a19 as ) SEE SHEET D1 FOR ROOF FRAMING DETAILS e+"a N 0 ' cue ui o -o T r.ld Q F Q .�AQk N O •Q 4: N � m as 3 �- �,01 � w 1p 4A .ce c S c I I I - I , It 1 I I I_! I I I I I _ __! 1 VERIFY METER LOCATIONS WITH BUILDER PROVIDE 12" MIN. VERT. SEPARATION FROM ANY / ALL UNDERGROUND UTI L. ENT LANAI B A/ / OPT. CLG. F/ 1 LIGHT P - \ 2'-7" 1 GFI��-----(t�GFI QFI ` I • WIP �`1MA OPT. CLG. FAN/ to LIGHT PRE -WIRE 1 I I I6'-0„ /i �,� LIVING \ 1 I o I I 1 / / OPT. CLG. FAN / LIGHT PRE-W E C\\ 12// 1 I 1 3 _ I I \ �FI — \ E �I KITCHEN \ DED. FOR MICRO 0 E CFI REF L------- ----- \ GFI GFI -qpCHa � 1 li OQ- FOYER-� I \ O\ T-0" 4'- SD/CM 1i WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9-4 TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL 71111111 BEARING WALL TV TV SYMMETRICAL COMP. � NP II II \� WP 3F1 -I / II I II \ GFII_ QD ICf' / i II --------------------------- OPT. CLG. FAN/ LIGHT PRE -WIRE LANAI WIP G J 1 F' REF \ \ ZI KITCHEN DININ I O O / SINK r DW RFP__�MD, F - - - / ---r ] qp GFI GFI 10� n / ELECTRICAL \ PANEL \\ I \ I + 1 + \\\ GARAGE GARAGE \ LIGHT AS / `\ PER SPECS / / / / GARAGE _ DOOR GFI------------ I I I I I I I I ( I I I I I I I I I I I -------------------� --- --------------- --------------- COACH LIGHTS \� OR PREWIRE AS WP ��� WP PER SPECS � (1787) 0SM T-10g" OPT. CLG. FAN/ LIVING LIGH PRE -WIRE 12 ROUGH -IN FOR OPT. FAN/LIGHT I W \ / `\ 1 3 \\\FOYER 11 ; 1 I I � UU 1 T-1 LIVING r ..FOYER •y • ,• -- GFI @ 44' / \ GFI%a A.F.F. 44" A.F.F i� VERIFY `\ j 00 -1 j j VERIFY \♦ W'H" LOCATION \ 1 / ELECTRICAL \ 3 PANEL \ I I DB \ \ I 1 1 / GFI 1 I / \ GARAGE / 1 \\ LIGHT AS GARAGE \ PER SPECS GARAGE DOOR i / i / ENTRY / 1 -----------GFI r---I / I I I I I ---------------- I I I 1 I I I \ I I I \ I I 1 \\ I I +\ I I \ I I \ I I \ I \ I I I I \ --------------- , 1 LOCATION 3 ELECTRICAL \\ /ice j PANEL \ / I 1 / DB I 1 / I / F GI I + \\ GARAGE GARAGE / \\\ \\ LIGHT AS PER SPECS / ENTRY \ \\\ DOORG' / 1 1 GFI I 1 I I I I I I / IELI I � I I / I I / I I / I I / I I / I I I I / I I COACH LIGHTS / \\ COACH LIGHTS OR PREWIRE AS �/ SYM TRICAL \\ \ OR PREWIRE AS I WID ��� PER SPECS �� WP --�' ----WP ��r _ PER SPECS �� WP (1666) TV TV T OPT. CLG. FAN/ 10 L0 LIGHT PRE -WIRE .1/ 6'-0„ / / LIVING 1 I` to 1� 1 \ \ OPT. CLG. FAN/ LIGHT PRE -WIRE r 12 -A G �\ 1 I 1 / II � II \ u \ LC�� G J\ OPT. CLG. FAN/I T PRE-WIRIJ 1 / 1 ih I in 1 DINING i L--- GI W 0 I KITCHEN to DED. FOR / I (�)_ MICRO-9 �I REF G�I ----- GF --J ENTRY iGFh I CHqp % 1 DB I I \ 1 1\ I I I ,�- �FOYER`\"" -Q0 \ I / O ��� '`\� I SD/CM 3'-0" 1 1 3 F I I `\ FI @ ' \ A.F.F. 7vEj \\\ \ I \\ 0 // LOCATION \ �� / ELECTRICAL 1 / PANEL 1 IIf / 1 / GARAGE / / \ GARAGE % \\ LIGHT AS i \ PER SPECS \ GARAGE —DOOR — — — — — — — — — GFI I I I I I I I I I � I I I I I I I I I I ---- ---------------- --------------- --------------- COACH LIGHTS WP � OR PREWIRE AS PER SPECS 1st FLR ELECTRICAL PLAN SCALE: )a"=1'-0" 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 10 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) Y SCH 80 PVC CONDUITS (1) 1 J" SCH 80 PVC CONDUIT WITH (2) 500 MCM XHHW AL WITH (2) 2/0 XHHW AL AND (1) 350 MCM XHHW AL (1) #1 XHHW AL EACH CONDUIT (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BLEAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be c equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PqF WEATHERPROOF DUPLEX OUTLET FEFWP GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET f0 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT era c� 0 c�a d� > W U � =L h C — cn x co Q ar Cv to 4 C. CU •C � c o o 0 U 0 R 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenllal 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 N O r tlJ rNn u v u Z M U_ L d Lu o32 Z C d a 4 o m^� 0 W Z ��Q,orn m— M Z Q ~ Z W C ❑ ❑ N z z � � M 7 �N w E! cj 0 g vi � N J u e C U) 0 • N M co w M 01 Z G J of To n Wz � >« as z® E V' oa ICU — S u O Z E �O� zO a S a wtt Q)~ ru CO o ga 3 �� Z � J (7M Sin N i Q z� U i N W > S t C N C >124 m 0 O j J L (o O 00 0 Q T T � O coo O Cfl m d Q i4-+ Fr CV F— N LO t\ o 0 Lsn r N M O N Ln E n N M Z E T_ cn N CL U _00 C JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 14 I I L_ 1 __L__ Lr -___ I H WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL FLOOR18'-8" TOP OF MASONRY WALL ONLY. • FIRST ••B• _ -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (1666) SYMMETRICAL SYMMETRICAL I I I _ _ _ _ — _ _. — — — — — — — — — — — — — — — — — — _J 2nd FLR ELECTRICAL PLAN SCALE: Y"=1'-0" Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 600 AMP SERVICE 00 150 AMP O0 150 AMP 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (1) 1 J" SCH 80 PVC CONDUIT WITH (2) 2/0 XHHW AL (1) #1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FE�IW WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) D� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER wn ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT e013 N 0 c� Z o i r U ` a C_ o i c M t- N Q N .I~ cc LJ N G., � G 61 G9.1 a -a tC CU i✓ � G ,.7 � LL' •A A T E +a ry A N CV 0 N N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - Q $ V d S co y0 N O ib LL 4 =u LL w u r' a Z a Sc m = �o �•�Nrp O cp Z LLto Co Cv Z d Cl)� Z N OU 0 W ❑❑ (� 0 iz, S L NE3 J � ZZZ a W O w V N �N r � v � L MEM V- 90C Z J E90 GG a LL y2y N <N O V wz Z ❑a f9 r0 ,O a U O E n Cn 0u z • J ab b Fz Qo = S o a = �U b= O =CV O > M 0 ai = J LL CY) cc cc Q F— O t� r� ICU� O rpQ T ( 0 c : O O Q 4_j cr_ CV I--- LO o O O C) N N .Ira I Q = r ai m c � n CV o c CD >u c M a E U _j ai Q 0 JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 15 Riser Diagram 600AMP SERVICE SYMMETRICAL 4 UNIT BUILDING (4) METERS PER BANK / f II COMP. COMP. /, II COMP. COMP. II _ 0 41-UN TTB DG ER BANKS PER 0i II i II II II IIIIII IIIIIIIIIIIIIIIIIIIIIII I `�+ -----_` -_:-_ -----------_---- --------- IIII ----- � IIIIIIIIII IIIII 150 AMP 150 AMP ch N ` N c r• > W O � Q c r0 C� ha � c"a- tn � fV VI q y Q mow+ N SC Co C:. T in N N O N N N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentiel 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � � N m N O � u_ ;,r a rn 7S � �.�NCS �Oc W m _ _ _. _-- - - I I _ _ .1 1 _ L_L e 1 _ 11 _1:I 1 1 _ 1 I 1 1 1 1 1 I 1 I ! 11 1 11_ I I I 1_1_1_ 1 1 I 11 1' I 1 11 1 111111111�I 'll r I -' 1 'll !1 111 ' I 1 r` rn On I C9 9 N i N CK 3 fv-- 8. EZ Cl i i a N N N N The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non- misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC". UL and the UL logo are trademarks of UL LLC 0 2019 All Rights Reserved. GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of I/2" type X gypsum wallboard or full sheets of I/2" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 31/2" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC - 1" DensGlass® Ultra Shaftliner'" Thickness: 3112" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WH1495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAL TL89-383, 11-10-89 an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 3. Nails— 6d cement coated nails 1-7/8 in, long, 0,0915 in, shank diam, 114 in. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Gypsum Board" — 518 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in, CC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally, Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) ToughRock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. 2. Gypsum Board: Metal covered using 6-in. (152 mm) wide 'i-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or A -in. (12.7 mm) ToughRock Fireguard C gypsum board, 3. Steel Studs: W shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cut to length %-in, lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4" =1'-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER f UL U905, MASONRY WALL , K PROVIDES 2-HOUR \ PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ev 0 N qp-c. Z s Q o L _ m x go o :. N G d CD mY C2- 4� Z&tj C 3 to o ar u —2 a> ? OC •� T c E d U O /I ,,tatttlllfti/tE�,� CN ftf- 0 V b rJ�` �� • I L �' \ INN To the best of the Engineer's knowledge, Information and belief, the structural plans and specAcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E o m o 0 Loa 0 a M :r K LL ry a Q m LL i n`L 'I yfl J d Z Y C G �Oc li W 2rnrn 5 Mo W _ m w (t Z u N a Cl) Z 11T "y ,S S 0 OU 0 p d ZIL (� u7 z s� a — � /�Np V ! 7 O -J ,V w V O N V � Q�� • s o N Cl) T Q U_ a 0 z oa s° T<o� � � �� o za Z� N o ti z� rl n NJ ila $I� �N 0 > (� rn m Q 0— CL 0 O F-- ^' i .J LL7 00 co00 -p CQ T a. O Z5 U�/)� o O Cfl J in a Q � � N I— r CD O Liz n O N 4 N M Ln �t QO O 0 r- 6 E L n 04 r— o Z Z C ni E B c 4 ov of U � 0 JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 16 u. _ L. A ❑ l i 1. ■ 1 r - --- - a -- - 1 11 _ 1 1111_ .1 - 11 f .: I I ' 11 1I II Imo. l I I_ 11 v, tc In 0 i 0 I N _N I c 1 LO LO 0 0 O N N O 39 0 3 1U-• Q O E f� rn N E O S O �y N tl Cl- O 0 vl .o i a 0 LZ N N r 0 CL C 0 CV \ N °• O UO0 O O O O 8F8-1B/1T 8F8-0B/1T ';• ; 8RF6-OB/1T O ® O O O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O,� © OO © OF O O O O ;' O O 8F20-1B/1T 8F20-0B/1T �' 8F20-1B-2T O O 8F24-1 B/11 T 81=24-0131/ O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO'D 1-112" CLEAR J W � C.M.U. ro Ci In 15O rpm u w �W? 022- Q o w U) 5 REBAR AT BOTTOM < o o MIN. (1) REO'D fn Er 16 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (E) E SYMMETRICAL I E E E SYM TRICAL E —'MIN. I I MIN. (1787) (1666) 1ST FLOOR LINTEL PLAN SCALE: Y4"=1•-0" er"a N O N O 0 � 4 v W C f0 U N N f0 O Y Vl 'O N o 4 N Y E c c � u c o C E M O L1 V G Cy„ •— L; -: fV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H E pp c o N Q C � � Q cn V �• LL Q1 2s J ` 2 -1 a. LL �- 5 a. W' �Cc_n ow o °' m J W Z Lr) NZus (') a Z C,O U U >., W ❑ ❑ N L� O LL 1 , T Cn u' O u, c �r .) U d c m S 9? sm cD M o a Z a J w q Q O E oo w� �N za ❑a Z u (T n7 �o Y a� !Q 1. W 40 LLI W Y mZ. N C C 4a OK Z Z Z ZlJ J ap zZ a O az W U �a � a 1 U O O a a x ila o i �N 0 >M _m Q IfZ ta. � r� F— o -J L.C7 co p Q 00 = C Tcr D.. O _ U) cC> m Q CL Q T O N L0 En � N o Z m Z E iii n m c JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. L-1 0 0 0 0 0 o 8F8-1B/1T 8F8-0B/1T '" '"; -' "; 8RF6-0B/1T O ® •,' •' •,,,' I , �,, •• •• .0, :O ♦� O O O O O O O O ',• r'♦ 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O, © � :O,• O © O 0, O 0 o O O 8F20-1 B/1 T 8F20-OB/1 T 8F20-1 B-2T O © 0 8F24-1B/11T 8F24-0B/1T O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REG' 1-1/2" CLEAR J LU10 C.M.U. Npm rn x ui LU Lu Lu4 Q N LL J M u % J N OWN • z x z � 5 REBAR AT BOTTOM Q Q MIN. (1) REO'D u) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One t#5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION D IDS SYMMETRICAL �D� I I I �DJ (1787) D D� SYMMETRICAL D i� D 2ND FLOOR LINTEL PLAN (1787) SCALE: X"=1'-0" CVJ CV _O Cd d 'D Q Q� Lj CV x CL Q � N X $ = w w ayw c > o s c u + d 3 3 � �E �o d U i CV r , C%4 C F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential nth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Qv V d C 0 45 7 iI i f A N 0 Q LL C J LL LLl z 13 J CL LL UJ � £-i�N�, O ; WR°O W �wc CP. m z 11L N 0 Z d N O U z W L) U) ❑ ❑ 1 � o� z s U) Q Arnim 7 �to LL 90 (90 LU O to w � � � .) t' �dj f0 S_ U Cl- Co- 0 N rn M � L.L L nu <o z® a O ki oa F—CL o E o� Q Z 04 Fi g ra _ tim 0 o z U) N J U b ¢w N OG z W a 0 N� ~k r� g � > � a zla � 7. c�C V) > cM _ 6 N O I� F- �r o L J Ln n M QO^O r C a° o CAD U) m CL o cio Q CV r CN Ln O CD N CDC M O 4 N Lo O �-- n N r o Z Z E 0 c c d E U -j Q JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. L-2 U X B Q pi 0 J i [V 41 I CV i I 12 L .NS 0 i 0 5 i N cV I r4" a 0 i E I c Ir- 0 v i 0 UI h 0 i 0 N N N N a s N O N N S 0 9 v fn 'DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING ---BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS SSES (2) 12D NAILS I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED EACH DIRECTION TYP. U.N.O. U.N.O. ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS- 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WH SIDE w/ (3) 12d NAILS WHEN NAILSWHN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" ' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE A DIRECTION TYP. --� CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX F:I�TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ - CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING r3 `LWOOD TRUSS J SCALE: 1/2" = 1'-0" J PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS OCKI NG DETAIL STANDARD HEEL HEIGHT TYP. WOOD TRUSS BL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 . . ROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ - SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE t, - 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO -- 1 = MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ - 12" O.C. DOUBLE KNOCK -OUT _ BLOCK w/ (1) #5 CONT. - IN EACH COURSE. FLOOR CONNECTION aQ EXTERIOR WALL SCALE: 3/4" = V-0" LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O 0- SPLICE O 1 O O O 2-4 SPLICE BEYOND T-0" PART. ELEV. VIEW DBL. KO. BLOCK MIN. MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED tJ (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 = �---ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnTrru n-rr�nn WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1' OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO n MASONRY SEE PLAN /" % 10.4 Tl1CAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ - ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2)"x3" INFO. TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 314" = 1'-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS '�• ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. ELIMINATE 3/4 AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" FOR INSTALLATION. 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN -- -- — MAX VERTICALLY NAILEDFOR STRAP INFO. (2) LAYERS 1 "x24" PROPRIETARY TYPE _ o o TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. "X" GYP. PANELS INSERTED BETWEEN o (TYP.) 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. o o EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING 2" FLOOR RUNNER ° ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 W/ 3/16" DIA. x 1 3/4" 2x4 LEDGER ONLY AT EACH TITEN2 @ 16" O.C. /� i FIRE CAULK `-�/�� k-- -1 °' SIDE OF STEEL "H" STUD. - - - - ---- (2) SIMPSON SDWC15600 RUNNER TO BLOCK (1) LAYER 1/2" HIGH STRENGTH SCREWS @EACH TRUSS TO WALL EACH SIDE OR 5/8" GYP. WB. W/ 1 3/8" LEDGER NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHORD BRG. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOOR -SYSTEM AND SEALED PENETRATION AREAS W/ - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES STD 902 HOOK (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —� +R DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. W B OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/GROUT (DRAFTSTOPPING) 4"x4"INSPECTION PORT AT —EACH 0 BE NAILED W/8d - - - FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING - - -- SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE -(2) @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. -OP CHORD BRG. :LOOR SYSTEM; PRE-ENGINEERE FLOOR TRUSS' AT - 24" O.C. GYP. BOARD CLG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. 1/2" GYP. WB. (2)-1 X 4 P.T. BASE NAILER TYP. "S" MORTAR (TYP.) BASE BOARD PER SPECS. —\ Z .J � a N d 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 • (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED: SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN �— SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB F.F. 00 VARIES WITH N SITE GRADES SEE PLAN 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N N 7 p 4J t V M 7C a N 'O N t Q w N fL! 3 = cu Y doh= $ 3 ca w N LZ -ice c E n P� •.NEE � r '�� ^,,. A 1.cv F� SS'ONt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7lh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �".r as iJ, It 4 � U V O N N w -' - 0 co % i Z P N �Ni v � m ,;j`,• ,��;,4 U LL w a Z _ — ti n M�� ��g £ Wcn cO N ,O 0 °' LL=0MZdJ 4' Cow 0 Z N - OU N W ❑ ❑ z o z N ? M C1 Z5 o 4-J .O w o u- �N (Z w F — 8 I ti o w co U_ (x C 1-0. � � a ' a c6 E U _® o a � E z w� � � g 0 zz Cn J 5 as gm zn 5 �w W U -) O LL g ��! ;o 8 oU3 2N 0 En > (� 0 CL a 0 j J 1 -c Q 00 n T 0 O coo o a O Co 00 Q �-� ate•+ _n 0� CV F— o o O c -� LO r` 04 a O c) T 6 � N o Z E 0 m tD d O 0 _j < 0 JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. D1 —— - i - -- - --I. I L -1 1 --- — I 11 �— 1 1 11 1 1. L EVERY 3RD COURSE INTERLOCK MASONR` WALL SECTION A -A A INTERSECTING FULL BLOCK COURSE WALL INTERSECTION SCALE: 3l4" = 1'-0" INTERSECTING WALL EVERY 3RD COURSE INTERLOCK MASONR` WALL INTERSECTING FULL BLOCK COURSE J WALL INTERSECTION SCALE: 3l4" = 1'-0" INTERSECTING FULL BLOCK COURSE (FROM OTHER SIDE OF WALL) 9'-4" 8'-0" 4-1 B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS EXTERIOR WAL" I I 1ply� SECURED PER NAILING SCHEDULE 2x4 #2 SYP P.T. CONT. W/ 4' TAPCON @ 16" O.C. ROOF/ EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE GABLE END ROOF TRUSS W/ USP RT3A CLIP EACH END 2x12 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 2x12 #2 SYP P.T. CONT LEDGER W/ (2) 2' TITEN HD (EQUALLY SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT 1 1 SECTION AT ENTRY D2 A 2" TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A (9) 2' TITEN HD II I FOR MORE INFO. 2 PLY 1 3/4" x 16" LVL (1 ST PLY WOLMANIZED) LEDGER jlk 20'-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER a 18'-8" A, MASONRY PARTY WALL, SEE (6) z" TITEN HD PLAN FOR FILLED CELLS INFO SECTION VIEW 0 79 R EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END X-X SECTION (PLAN VIEW) SCALE: 3/4" = V-0" B1G TRUSS USE: • SIMPSON HGU3.63-SDS x 11" W/ (60) 1/4"x2 1/2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" - 1'-0" MASONRY WALL SEE FLOOR PLAN FOR MORE INFO I -I LD05 D2 4" 1.4" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D- '�v ROOF SLOPE PLYWOOD ROOFING MIN. 2X4 #2 SPF P.T. CONT. W/ (2)1/4 TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXT. WALL 0 N m A -A ELEVATION VIEW SCALE: 3/4" = V-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER 2 PLY 1 3/4" x 16" LVL (1ST PLY WOLMANIZED) LEDGER 20'-0" IT OIL 18'-8" (4) 2' TITEN HD N C . N 40 A 2 Q O 0 Cs U Ct n O G �p C-J C 7 � N � N C LA- C" C= H a hl t C w N t0 .r 61' C O L ti u �v = E � U `���., is OFFv. To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F E 0Co N N 6 Ol y CO rn � CN ik u LL 13 J d Lu o_ 32 _ c 0 32 0 W � 10Nio rn co LLz . co 0 MQa0 0 N OU L) 0 v Z � M z z Q� WE3n ran 7 �-J _ (� w � U ro U 0 IN uj c f6 �- wr U e w �- E I U as yy • Q O CID M gg z z J o5 q} O L E o zo >ro �® na � U as g¢ z O N d p °d ¢ z 4% L 6 O d c Z 0` 0 az <w z v J �� �z o u O Wj �(VC > co ai 00 co CD ono :3 -r- c a° o � c U) O co C0 a < ~ o O -� LO OQ r N M O (V U-5 O CD T a T E r o Z co Z E O r° E cu a.0 Q I] JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. D2 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY 0F TH E NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE T0 STEEL IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS, ANDSHOWERS. 0 UBS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING N 0 GA D SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1.2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinkler systems including all risers and spay heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 C ncrete ouerpo r and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES,A F A TOLERANCE ET C, SHALL BE 0 THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C7 LL� J o L - C f0 U C"f C. C W- d N N ..a N .0 V7 fU 4 3 w Q, Y Q 01 c c � cCD c •� U d d C G7 u. r� c E � b dilrl11.e \��\\\11111Itf i INNp .... ZZ - U �a�' O� LA L O T y �CFFS5t0t�A����� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E o 1 $ _ o V N d b r;f C CD # V V '?� wa .. } 2> LL Z a >'a t m v = 913i :3 M C14 _ WiA�a�jO' w J �, N Z (V J LL 0Z OU 0 = W El ❑ 0 21 z z o d Q to z a S X4-J fi• f6 w G V (00 g w s N r N - .) � (5 �i • s� o � w Z Z M E E �g Zo E: 0 ru o E a= o 01 4Z Z N t o <o �� . n3 c v y �� 0 °z Z --r u, em-� � < X. 20 of � a� i} CO a=i` U V >I� S CV > (� _ °' aa 00 � n J Ln (a O 00 = '- c a0 �. o c) m a Q ate0 N ~' o N C:) c LO r N M O 4 N LIB O E r r c Z M Z 7 to E 0 m C 0. E m U _j Q p JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. S N I I_V IIII I I I II I I I I 11 .1 01 L0 0 I 0 q rn 1 GV d N i _ I 0 r0 c, 4 1 N F N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING � II II II II I1� I I III II [ II 17�b I1 I IcqI I I 1 1 I I I -1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN L I MAX 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L I J16, HOME H C G GARAGE SIDE O O O 5'-0" 10 STUB -OUT FOR 1'-0" 0 9 0 GAS METER O � o U • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. &-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" 1 (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING FILL CELLS r— STD. 90' HOOK r— BOND BEAM cn - w STD. 90' CONT. #5 HOOK BAR BOND BEAM STEP SIMPS( w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST 31 BOND BEAM LC SCALE: N.T.S. SIMPSON MGT — w/ (22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN `, I '' ` 11,'� TYPICAL SIMPSON MGT TO SIMPSON H ETA20 H ETAL20 / SEE PLAN FOR REQ'D -PLYWOOD FLOOR COLUMN AND / ' 1 SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION M I D SPAN @ CONNECTION I .,.- �_,y 1.. TJI TO BE CUT To ALLOW - NOTE: FOR BLOCKINGfrJI UPLIFT VALUE ``—MASONRY WALL OR ;;� S� :;' IS BASED ON INTERIOR BRIG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID •`".-�' j BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECTION @ INT. BRIG. WALL -' �''�':r� SECOND H 0A (WHEN SIMPSON H10A DOUBLE JOIST CONSTRUCTION ` "�"' ` _ REQUIRED w/ (18)1Od x 1 1/2 ) - - Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. , � .. =` NAILS BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking UPLIFT = 1015# 1/8" min. 2' min. }Small gap Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels p Two 3/4" wood panels or 2 x — p , 18 gap ' - 2" max. 4 max. web stiffener Fastener schedule e_ aria L Joist p B End Location Series De th Intermediate g_� TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A -,---' , 2 8d INSTALLATION INSTALLATION 1� 1/2 _. 2 8d ®,_ 9-1/2".- 1-1/8" or two 1/2' --,- BCI 5000s 11 7%8" 3-8d 2-8d _ _ 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel ' 14 2 8d _' 5- d Clinch nails J �� O 9-1/2" 2 8d 2-8d 111 1-1 /8" or two 1 /2" ✓C when BCI 6000s 7/8" 2 8d 3-8d 4" MIN. EMBEDMENT 6500s 1.8/1.7 wood panels 2 x — + 5/8' or 3/4 wood panel possible BCI 6500s® 16" 2 8dd 5-8d / SEE SCHEDULE FOR 1-1/8" or two 1/2" 1) Support back of web during nailing to prevent damage to web -flange connection. _ - 6-8d ` � 11-7/8' i 2-8d 3-8d %, ° SIZE AND QUANTITY o 60 2.0 wood 2 x — + 5/8" or 3/4" wood panel BCI 60s® 14" 2-8d 5-8d o OF FASTENERS panels 2 Block solid between joists for full length of span. Tight fit 6-8d 9 16" 2 8d o 902.0 2 x _ lumber Double 2 x — lumber 3) Leave 1/8" a between to of filler blocking bottom of to flange. gap p 9 P 9 2x4/PI ood/OSB web stiffener 2" min. ® 11-7/8" . 3 16d � 3-16d Yw BCI 90s 14" 5-16d S-16d o o 0 4) Place foists together and nail from each side with 2 rows of 10d Halls required when indicated or 4" max. 16" 6-16d j 6-16d l 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - -J - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. o - Under 2nd floor column w/ loads e N.T.S, higher than 15001b. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side , at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ----\ DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer � Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below �- Load bearing wall must stack over blocking and wall or beam below.* - - � Joist Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — (D (D i A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6' 6' CANTILEVER LARGER THAN 1)12" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 8 1 T-W I T-1" I T-2' 1 1' 2" 1 T-3" 1 T-3" I T-T' I T-11"I 2'-4" 1 2'-9' 1 32" 13-T' Any 16'joist Spat (it) 12 1'-0" T-1" 1' 2 1-2" 1 T-3" 1 T-9 7 4" 2'-11" 3'-T' 1 42 4' 9r' S'4" 16 1'4Y" T-1" T-2' 1' 2" 1'-7 7-6' 3-2" 3-10" 4-9' 5'-T' 64" T 2 20 1'-0" 1'-1' 1'2" 1'2" 2- 3'-0" 4'-0" 4'-10" 6-11" 6'-11" 7'-11" 8'-1i" 24 1'-0" 1'-1" 1' Z' T-3" 2-6 3-T' 4-9" 6-10" T 2" 8'-0" 9'-6" 10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a II—III=III=11 a PLUMBING LINE PVC OR SCH40 SLEEVE •a a•°• d A�i �I �°' Backer block (12" wide min.) -III—III= — — SEE FND. PLN. Nail with 10- 1Od nails. -1 I I=1 I I—III=1 1= —III — SIZE & REINF. Install tight to top flange. .. 12" BELOW - I SLEEVE THRU STEM GRADE PIPE VERTICAL THRU FND. Joist hanger �T SEE PLAN FOR A a• • , . • , II FOUNDATION INFO • d STEM FOUNDATION PVC OR SCH40 SLEEVE \ GRADE TOP (2) #5's x 4 -0 Filler block. REINF. SEE PLAN CENTERED @ PIPE Nail with PENETRATION PLUMBING LINE 10-10d nails. 4o Backer block required where top n mount hanger load exceeds 250 lbs. Install tight to top flange. F, IT77 1/4"-2" gap �'- r I ' Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height I requirements �✓ / /r0.6 X Joist depth „ /✓ �„ I -JOISTS BUCKETS N.T.S. 1 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° n d II ,III=III=11 4 1 � 11=III=III: I -III -I i I- � SEE FND. PLN. SIZE & REINF. . 1 co c .o Z o >w � 01 t o �L-- o LJ_ ri o W fl N U � � Q N Wo_� Y u as E C r >R0 cY : \�F. A\��. z U CEO O� r .(4t " F L O ••�� Air oA•. �� OFFS 514 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H E o 8 ��co r F'~1 rii U% (14 C) .. W J U_ 2 LL W LL 9 J 0 jrl � _ w Z c o a v W mN� r, o W�pjO1 m J o o N Co Z J F O U �d ,., t u ». W ❑❑ U G Q r V N U o lT�,� Ch LL •U � O :n C �N W J U+. C o M M v 10Y w Qz4Q �Ji z � > Ei E U oa w to ,off 0 go ZgM q�a N �- sg ai irw ins ti c ¢ z Z --r �m a0 20 ai 3 S a ww W U tlLL � � 5 J g ;a o- °CV 121) > (n I m m a O 0 J L '0 CID C:)� c 'r a- o (� m a C:) � a Q 0 c 0 I n I, N O Co O 4 (V I0 O CD m r-r Z z ^ E iY co a E -o M U _J Q O c CD -J JOB NO: 22-12492-12489 SCALE: AS NOTED SHEET NO. SN-1 PASCO COUNTY _ 1' 1 1,, 1 I —l_ I' !.' II 1 1 1' I I I I _ _.. i i- I 12 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES UR FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 2x #2 SPF STUDS @16" O.C. W/ (2) _\ 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z TRUSS @ 24" O.C. U.N.O. APPLICABLE. HURRICANE ANCHOR @EACH 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE E METAL PL. UNDER EA. TRUSS (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N MOISTURE BARRIER CHAIRS (TYP.) WWF OR FIBERMESH SHINGLE ROOF, SHINGLES TO o ° BE IN ACCORDANCE w/ ASTM a' a D7158-CLASS G or H, orASTM T DTI 61-CLASS F, IN 7 c - r�"r ACCORDANCE w/ TABLE _� f' R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8„ I —I� I IIT ITS ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8,x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E N °p c x Z C � 6 MIL VAPOR III ► - _ = z BARRIER D COMP. SOIL. (COMPACTED TO 95%- MODIFIED PROCTOR Tff ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" —[�O.H.D. RECESS � z SEE A/S3 OR J/S6 I I T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) `SIMPSON SP1 w/ 110110d NAILS SCALE:3/4"=V-0" S3 IV ' 1V I IV I IV I I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. --- - - - - ` _ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND 12" O.C. @FIELD SLAB & BLOCK °� "SIMILAR AT FOUNDATION ONLY" - SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8-x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-01. (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 1\ l A.F.F. OR 5/8 x10' WEDGE ANCHOR @ 24 �� x 6 W1.4 x W1.4 � 6 x 6 W1.4 x W1.4 - O.C.) 2 WWF OR FIBERMESH ATTACHMENTS /� 2'� �` WWF OR FIBERMESH ELEV. 4-3 1/2" z �31/2" MIN. 1 �31/2" MIN. I 2x4 CONT. A.F.F. o , / ° Nu ° ° — — 1 L1Tr 1 /2"(min.)- 4" oo p ° . �a — — lli 111T 1/2"(min.)- 41, I--.•. rrr P •LLlr rrr m 4 � •� � •- GARAGEDEPTHVARIES r3l'/2"(min)-4" 31/2"(min. -4" - - -T1 T 2 �; �T�m m� (2) #5 CONT. 4„ 1'-4" 8" O #5 CONT. 4' �'-4 8" GARAGE SLAB AT STEP rB U.N.O.MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" �53� SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1 "x P,T. STUD 'v #5 VERT. IN FILLED CELL N I I I I I I TYP. `2 2x P,T, PLATE . ASSUMED FINISHED I GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 _Z NOTE:s • N r FOR BEARING WALL W/ UPLIFT ONLY - - - - F ALL TO C.M.U. WA NNECTION FRAME L W L CO SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 _- --I 1 ° _ 11 f M T—i 1 i- 1� _ _ (1) #5 REBAR w/ OPT. ' I I1- =1 1L -1- - fO' I I=SCREEN ENCLOSURE TYPICAL THICKENE EXPANSION JOINT MIN. B EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13 TO.H.D. RECESS •A v TM II—f ITI 1= • 411 II 1 SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOM SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S�GUP� t0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7' EMBEDMENEXPANSION T (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP (24" MIN. LAP ] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 N WEEP SCREED INSTALLED ~ END OF 2" x PLATE � WWF OR FIBERMESH Cl) € d F PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR U I---- I D IP a T .— — v . ° _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° M D ° 0 FINISH GRADE °O 25" MIN, LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]-: a g — — D r \ 6 MIL VAPOR BARRIER �� e ° - �p R 1 7/8° w U) - - p A - _ — Tr _ rr #5 REINFORCING BAR • — — �j��j-�T #5 LAP SPLICE (2) #5 CONT.— COMP. SOIL. (COMPACTED TO - ° ° 36" MIN. LAP [36" MIN. LAP] r' ON 3" CHAIRS 1'-4" 8" 95% MODIFIED PROCTOR ASTM - - - r, 10" (TYP.)8" D1557) 4" 1'-4" rR #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR _ _ & LAYOUT DESIGN • TOP OF BEAM 7II7I-7��= SEE ROOF PLAN - -4 Q ° ° d M (2) HTS20 FOR STRUCTURAL BEAM SIZE & Ta' p CONNECTION INFO P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB U-011 J CONT. BEAD SEALA� INTERIOR 4.. -31- /2� a' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 40 6 M 6 MIL VAPOR BARRIER 4" 14#1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE � 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 WWF OR FIBERMESH ° K S3 2x4 P.T. PLATE 3 7116 O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ _ MIN 7/16" O.S.B. SHEATHING SEE /S6 8" z0 ATTACHED PER NAILING REIN FOR REINF. INFO. OPTION #1 LU SCHEDULE er a SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rm`�� SECURE 2x4 P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1l4"0" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 I I FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I ATTACHMENTS EXTEND FILL CELLS , TO FOUNDATION PAD _t SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. = ' SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS 002 GRADE M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) � • Uj Z r_ LU Q BRICK PAVERS or SLAB PER 00 0 "� • • • • z 0'4' FIN. FLR. COMMUNITY SPECS L` au1 --- - - --- FOOTING J BEYOND _,..• . PAD REINFORCEMENT 3" MIN. CLEARANCE ..M •` :s • •• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. �, SEE SCHEDULE - TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3l4" = 1'-0" SCALE: N.T.S. S3 N A • N U2 a r, Z } w o � x o o N � N � 4 N a w x Q M. d ? E N p c ..., c>r v 3 ` to m OJ r •d 41 n N d'� E o ��� F"L�� Y• fltl,l}It 1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ia O 8 U p 47 N M0M y 04 O % LL N M R u uj JLLLL o- Z �o g W p 3 mN �c °' o' m W IL w 04 Z a J- I 0 N OU * Z W o ❑ ❑ z N M Q E3 vl;;, N M '' nn V0 �-J 0 O � w � y w ti CD CIDZ M M J U a E E OU i o �g oLL L aR =® on w� Z CAI E O q K 5 w0 mp ra z �¢o� Z�c W U Z 1E� oil �q O a� q0 v il2� k ° 3 2ca >M c F-- 0 i Lf 10 cu^o O o T c 0 T Cr O _ ^, c10 rn a Q -� ate-+ CN 11--- r O O O c U') I� N M Q O � T_ o � T E C f Z OW y a E 0 _j Li ¢ o JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. S3M (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE —� —� ( ) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d TONEAILS SPACED MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 112" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 1Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER } {' STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD Wx SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\' -ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN CL EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d 8 STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION _ IF NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q - c w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED -2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE ' GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR _ ' r TRAVEL DIRECTION OF GARAGE DOOR _ MOUNTING BASE DETAIL i SCALE: N.T.S. o d ZSEE a PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2 ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp_,�� SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. �I:1Ec11:3ti 88" 71" 58" 41" 34" 6 3/4" 10" 31/2"- sFF �Nw 2x CRIPPLES @ -I 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" --- O/C TYP, DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP 7 iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) 4) (2) 1 (4) (2) LSTA30 — FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 Z� SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET DASOCKING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRE COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v ? a 2x TOP PLATE V � N 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C.STUD MAX. . O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 -� NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMMON RECESS SIMPSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 W2 iV 0 sv c .- d Z. W Z I atj Q C�U CoFV7 x m W_Cl. N C roo y a N M tII 3 a CU CU a t a E 3 3 � L1' •� T N tZ sJ =E o a �jtllt11fit ��+IN ^ Q �� ' 4 11J LU To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a O (V p 00 e r r i a� M C LL c Q C J u-W 3"" 1 w° Z C °' a _ v L l0 O �. 7 (O N W Ni°'°' m 'y Z00 r' Z d � J N un O i) Z W ❑ ❑ Z N M 2__ Fz' a �N .o O0-,� $ Ly N N V I- w a CS S N t� o co Cl> M Jw o �o Z Z E ca EI a E u so Z® oa Q 3� F_ E �o a SJU Z— ro a <g �4 {a m� g� z cn r� J ab � Q� �� Z goz a 1nw W U S ao C)a �0 C:)w V l�- }? °a _N 0 >(� 0 a 1-- L' 0 LO �n (0 n c Q D_ O (n m a o a <C 6-'1 � GV II-__ N c t\ a LO N C:) O r O CO O T E t\ N : r- o z m O E L c Q U Q EJ o c J JOB NO : 22-12492-12489 SCALE : AS NOTED SHEET NO. S4M SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) -\\ IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • • 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE7 SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS Mom( 9,. IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1!2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I I BLOCKING, FASTEN WITH " " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0 INSTALLED P MA ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 1Od NAILS & (4)1l4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r Cn SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS - WOOD TRUSSES `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF U EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48.1 O.C. 16d NAIL "L" BRACE ATTACHED 14- O.C. 10d NAILS @ TYPICA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR :. CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL L 2 4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCOdx3KING, 4" FASTEN WITH (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ("_10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) O \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓9C'� 0 CORNERJACK O a U W Z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. IM1 - 11,111 MW Ulm NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•o !V ` N to r— o Z Q > W u a� G c ro c' -- -= m >t I, - N ca O i V7 -0 N t 2 0) O tG 3. W =- CU y E L c � CD ya�.Qr� C >� o a. d r 11 111111j,ac.r `von ...•••��,� rES310 \\\ ell 0/fillIt;'10\0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Cq m N .,. 1,00 (A ae C') vJ ar Q C J LL W LL J LL d Z —v a m N �_ O � O' cr W Om 51 Z � N_j Z d r M N J Z O U 00 ❑ ❑ CD O = Nca­ Q n Ln T_ LL LU � V g O v1 r E 0 S o ii■ M ch J o � LL- 8 � z® 14 O E V �i oa (O f U Up 0" z � O ao a4 qi � dz �� O zZo Wa Q T ?� 'LL 2 nF F V r � C=co V ?Iq 0 CV > cM Tki M m d (D ^, O J j i L. n co Q O :3 :3 C 1 r Y O _ m CAD Q d. Q r F-- � N LO o C:)=' c U) r` N O CO .0 QO "d j Ln rO = CD.. r m � N o Z Z rri E C E °? U C a -j ¢ O JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FOR UNDERLAYMENT ___j Fr_ REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING — BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS BASE BOARD PER SPECS. 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 3/4" FLOOR SHEATHING —, \ PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER - CONNECTIONS HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN ' DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE ;.. REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 2 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE C d °. N- y ' .d ; FINISH GRADE o0 \ .. .d M I I II_ pp • •• — _r 6x6 W1.4xW1.4 — I - WWF OR FIBERMESH _ _ _ I •. _ I g T I "' 'STD.90*HOOK (3) # 5 REBAR (GRADE 60 4" - (SEE DETAIL) REINF.) ON Y CHAIR W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri REV.04.30.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD &(8). 2nd FLOOR W, BEAWGIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-1— . °�711MII *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. ki SCALE: N.T.S. FEND SHEATHING TO )F BEAM OR GIRDER tTE W/ D.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. (2) SIMPSON SDWC 15600 SCREWS @ 24" O.C. P.T. (2) 2X6 #2 SYP. CONT. W/ g' X 8" HD TITEN W/ 5" MIN. EMBEDMENT @ 24" O.C. FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE r h - , -PRE-ENG TRUSS (2) KNOCKOUT COURSES W/ (1) #5 CONT. EA. ti P.T. 2X6 #2 SYP. CONT. RIBBON W/ (2) J" X 3 }" TAPCONS @ 16" O.C. W/ DIAG. BRACING OF TRUSS CMU WALL (SEE PLAN FOR INFO) TYP. CONNECTION WALL TO TRUSS rT� SEE J/S-6 FOR ADDITIONAL INFORMATION, SCALE: 1" = V-0" REV. 05.21.21 SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 FLOOR TRUSS 2x STUDS @ 1— " " 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED Lu INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B,U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2" 4" BLOCKING IN KO BLOCK X SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. f(2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE 1 II SHEATHING x — —x—F PROVIDE II II BLOCKING AS REQUIRED PER II D II I SECTION X-X IF NOT FULL HEIGHT SHEET pll II II II G FLOOR SYST M 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM —7 TF 15/32"F OSB T 11 FXPDXPO SUREI r SHEATHING w 111 II II II SOLID 2x III C III II II II I o ALL BLOCKINGSHEATHING C EDGES (SEE III OPENING TI X-X Lu III C III x II II wW II III x E r 2x STUDS W _ III III it II II BEYOND. I I I II I III SEE PLAN o III II II I� I 0 I VL 1 3/8'. "S" = NAIL 3l8" SPACING c 314" S 1/2„ S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ X O.C. STAGGERED FOR SHEATHING yGRTIC� Ai 9�� SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN Ys". Q ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 < @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. uu)) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0E J w/ 8d COMMON NAIL Q J 0 O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O00 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP 8 BOTT. r—n m LL' p ' OG (2) 8d NAILS @ T' O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 MEMBER IF GABLE END LL U LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION $S4 (2) 2x HEADER SEE PLAN . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 70, SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • ' . '. to — ° • T 1 8 �I 1' 8�rrr1—J CLEARANCEMIN3" INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ABEAM M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' 1 (2) 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 97-16' (3) 3 (2) (3) 1 (2) LSTA30 (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH -----'r--� d '. M -1 I MI I_I I I_I I f•' -1 I I -I I -III II111111111111111 (3) # 5 REBAR ON 3" CHAIR 4" III. 1 W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I � ;III„I V SCALE:3/4"=1'-0" S6 w'7 car O N Q .AJ > w 1Cl c:., Z u a c. h M o y v N -c. � .�. CD C. G � C u OC 3 Y u a> a c rm CY. • m 5-, = E M o Fr u 0 r till II////� ;;� P � • ••`' C1 S E v b M1. 0 l L ,-0f 0! f l/ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a 8 5 Y 00 , (� �M! 2S X LL C J z LL W 0: N C, e O O W rii2OT m LL Z N Z 4 co Z U Ci g 0 W ❑ ❑ CD co Z N 25 Z � P1 z v .o QJ W LL � (13 � w U 0 N un s Ly N .� E = r r3 u � 2 o a�R Ze L o w� oa CD CDE 8 �a gi ° 8� wz i aNru r <o y Sx m� , 0F Z z J "m 4W 2. 3: <m y Paz N� W U � a� 0 i> 5 ¢a a l' 1 2N 0 >M TT 7 m o L_ J 6 r- (0 Q T� :3 T a° o c fl °° C1. Q +�-`1 M N N c III) o N o O n O n 4 j Lo r- f- CV r o Z co O i/i N c0 a E U D Q p c JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. S6 _ 1 ", LL_ll .W.I —, 111 712 r - - P I I II I 1 II 1 1 I. SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT/ STRINGER CONTACT POINTS E-� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON �`tW SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING _ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" VVHLL ,FA ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT I 1 4RS IN WALL I I 2x12 SYP BEARS IN WALL I I —2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON IM 2S NAILS AT STRINGER CONTACT POINTS �I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND i" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER ' 2x4 BEHIND RISER BLOCKING FOR - 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP / i ,,r2x8 SYP DRYWALL STOP MUST NOT STRINGERS / ----Qx4 BLOCKING FOR 2x12 / I —2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE \ PROTECTION L?ATTACH ALL COMPONENTS / TAIR TO CONC. W/d' XAPCONS @ MAX. 32" O.C. "—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ I" X NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. GA - - - SECTION VIEW "C" / \ SCALE: 1" = 1'-0" / TOP OF I \ / 61, \ STRINGER � TREAD 1x4 GLUED AND NAILED TO STRINGER �� 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 1 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 = 1 -0 -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -ATE STRINGER CONTACT POINTS L `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ALUED AND NAILED TO STRINGER KOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW _ SCALE: i" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 / \ DRYWALL STOP NOT SHOWN STRINGER "X OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SE FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT / I 1 0 (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST CTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE: i" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" ALL JOINT BALL TO R JOISTS) FUD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW .L POST LET INTO 'LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) =LOOR TRUSSES ALL JOINT JALL TO R JOISTS) H 2X BI IIOCKING 2X STRINAR SIMPSON MTS{2 w/ ' (14) 10d x 1 1/2" AILS R 3 D D OR C2XBL05KING RISER VARIE SECTION VIEW "H" SCALE: 1" = 1'-0" M N a ' N C� Q > w 1 C. C A U M N N � c w "Is, r c � eo 0 d, U n i cV 1. D'q -- U `%0 X� . W t41 .•• ��� F L 0�� rurrnlnt��ee To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N sm C N � O 93 — ?' M r,ai � # co -l:r z5Z5 # LL C -j LL S LL W .- LL SS a p ;I N W � a) W _ m 2 ° NZ° a LL J N J OU = W kt 00 C9 z zz Z N M 1 � S N U) In CD o 4-J L LL w n m U 0 p LL R N .) c� w J E I r _ CD co M 1 M J <L E 3p o GF z O k"i oa @� `E �o �� �a 0 oa Z— � N $g rz 00 N o z a cn u � q�w ao V W}ET V ' ¢ � tr ? a ¢ 5 O v O ACV >M I n rn ca O O J i LO 00 C T— O 1 ''- a. O CD U) Co O cto °° CL a Q �-'� +j CV ~ N r. o a) � O Ln O Q d' N LC-) m Ci./ O r Z Z E c ro a E U -j q 0 JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. ST I I I! 1 H 11 1 1 1 1" 1 . 1 111, PI ' I 1 I 1 1 1 1 _IL _I L 11 1 1 1 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL „ � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 ♦♦♦ DO NOT DO THIS ♦♦♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1 X 4 1x4 L 1 x4 P.T. ♦ ♦ ♦ #5 REBAR TYP, ♦ (TYP) ♦ ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" r 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 �- FURRING TAPCONS (2) ROWS 3/16" x 3-1/2' #5 REBAR ♦♦ (TYP) ♦♦ ♦♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4' 2X8 ♦♦ ♦� BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 DETAIL 2" EDGE DIST. ATTACH ♦♦ PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ♦ �STD. 90° HOOK (TYP.) STD. 90" ♦♦ � ♦" 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILLBOTSOLIDHOOK (TYP.) ♦♦' .♦♦ FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END Wl MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALLE7[::71 Lill 7/ 4& NOTE:TO LAP SHEATHING DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦♦ �♦ D BOTTOM OF BAND TO PRODUCT APPROVAL x 3-1/2" TAPCON @ 16" 1x4 ♦ ♦ JOIST TYPICAL FOR CONN. 1 1 (2) ROWS 3/16" x 3-1/2' O.C. & 4" FROM EACH14 TAPCON 16" O.C. & FURRING @ ♦ ♦ END w/ MIN. 2" EDGE DIST. ♦ NO' @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦♦ +2„ ♦ ♦♦ w/ (4) 1/4xl 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST, (2) ROWS 10dx3" 2x8 ♦♦ LNOTCH ♦♦' INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL WEB AT THE ♦♦♦ TITEN INTO K.O. BLOCK t5^ FIRST 2 COURSES �'♦. .♦♦♦FILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL FOUNDATIONPER PLAN FILLED CELL INSTALLATION K'H� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A _ 16010 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX soup w/cRouT ,t 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1!4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SEE NOTE 1 BELOW ol 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE T__ ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION e 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I BRG TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. WALL T' I PER PLAN I I 1-3/4" TRIM PAINTED CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL I I SS NAIL w/ 5/16" HEAD F CHANNEL, I I DIA. @ 24" O.C. OVERHAN .. ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW I I CONT VENTED OR SOLID SOFFIT ;•' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4' MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (*") FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED G. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-01' SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE ° >. B B 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - — ,p ° ° , .• •� P ►.• * #5 BAR 2 0 8" SIMPSON , STRUCTURAL SOFFIT ; �. , 10 • ° . CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SFO ° 9 IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" ** FOR ALUMINUM SOFFITS WITH SPANS () ► ° 4 KNOCKOUT / c� 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER , Via. THE SOFFIT FL PA INSTALLATION CRITERIA CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' MONO FOOTING • PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) ' SIZE AND REINF. PER PLAN '. • VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • • °lit 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 6 z TO BE INSTALLED -0" MAX LAN 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x O�FRH * � � STANDARD 4 BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. 90' HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ + + 4FIVGT (2) 10d NAILS @ 8" O.C. H #5 BAR IN ° TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD + + TO TRUSS TOP CHORD FILLED CELL, �•. �•, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + • _ • •,�,• • � ` • _ `•, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING '% ✓ '• ` •, '• • � '• • � , � '• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B-B DESIGNED ONLY FOR THE SECTION ENTRY L BLOCKING AS TRUSS + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SHINGLE „ _ SCALE: 3/4 - 1'-0" SS + SUPPORT SOFFIT SECTION DETAILS AND METAL ROOF FINISH + SCALE: 3/4" = 1'-0" 2X4 SYP . EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR "" CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. 7 _ C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL ENTER SO IT EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID SECTION ROOF EXTENSION M Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING OF CHANNEL WITH MIN. 3" COVER g'_0" SCALE: 3/4" = V-0" S O � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP N U- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL a o j SIMPSON HTT4 w! (18)10d x 1 FLOOR PLAN FOR w aJ ¢ 1 REINFORCING AS FOLLOWS: * BED JOINT. DO NOT FURROW. SEALANT n A — — T 1/2" NAILS TO STUDS & 1 () - MORE INFO LL a g PLACE LOWER HALF OF MORTAR IN P—� 5/8" DIA. ALL THREAD ROD ° z #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ , ° _ EPDXIED w/ SIMPSON "SET" `' g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & N �, `V FILLED CELL SMOOTH. DO NO FURROW. e 3 MIN. EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p. P SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP �. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `� ° " REMAIN FREE OF MORTAR. _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION WEDGES FROM LOWER COURSES GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" CW3 N » N ctca 0 ICE oro W L u ci a � t1 _ M z, m ,K y a. tn U) lJ N C Q rd q dQ�a, cc cc tCi � d y R'Im E m CS r"L LJ gRU W/y N I, •'�N S t r �40 z r � FAO rl4% 0P `\\ SS1014 '/,rl To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W f. , E FV A=) 0 - 10 LO Lo Mr-, J �? M LL N S J a C --' 25 W J�ti o- ut _ W a L � v Z0 -,3; t C� . Z d J C7 K LLN0 N J z O U W ❑ ❑ z a M N z U (1) s LL 4 w �. a u O L" $. N c � �N fa F-- U) U 25 w ' r rc J E $ I I U • _4 o CAD M W J Q 5 o. E E v L o 52 <� z o � a ZOL F- o ro 40 oa' ; n �E a M an za % o8 Z 0 Z 's d � i3 LL a N LLI W U o o � r' I0, IJ g CN >M a H �I� O J L n Co^O c Qo t1 CL7 � cfl 00 n Q N — r o Cq CD o O 0 4 j L -5 Q 1 O T_ E r r N o z E O y `c a o ai E 0 cc U JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY I I I I . 11 �- I I 1. 1 11 1 11 1__ I : I I I I ! _ _ 1 I1-L THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT ATWINDOW 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY - � / ATTACHED _. PER COE 6) TOOLED SEALANT - _-_ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "W SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO N01 BOTrOi FLANGE ^' ^ "" WEATHER VE BARRIER & 1ARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU --- 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) `01 4SHING WEATHER RESISTIVE BARRIER SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4' PER PLAN V-0" PER PLAN SHOWER SEAT 4 L( SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu W m Q Z �I a a U) �- - - rn Li W W U = W CrLu �° A U) - WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING o CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT _ substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING-- shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _`. (BEFORE FOLDING, SCORE RE SE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" ADHESIVE AS SHOWNOor other a contraction, ASTMC1281, AAMA 812, roved standard as appropriate for the VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 21drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground (+- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. - w t R t t B 7.7.At built-in putters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - ---- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor TURAL FRAMING TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be ___ ----__ Ilt Cement installed over the top of the weep screed. ) ISTER STOP �� Plaster NTINUOUS BACKER ROD over block EALANT 1 St floor NENTITIOUS FINISH /( , WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N ti$ c 0 1 m c ,v V G L\ C m v cn v m cl vl C u a � G •t= � N r0 aa_:S= qC u .d 1 = a (c y Q .J U CV N O N C N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8. V oFA4 53 D $ C r fA rn b CN N M LL Q C J LL W �lL d V Z J W -v a cc m v W . q NN o W ug�4jO1 mO ILZZ Naco J ,^ N o0 o Z „ W ❑a CD o U) N^ F3 z o }, r� w O ,� s N e- d R3 0 o, S co Z z co O Z 2 J ¢ Z o 4 y a E W z oa Z U o io ti a Z u, a W 0 NE 5 r M 0 04 CD >M = ai rn o t- `f L' 0 LC� (d _0 O o^^o ~ T 0 CC) U a O '^ CC> o 00 IZ Q a cr F- c V) o O O Q O r` N 4 j C,0 LID � O O T (D N z M E O E 0 0 U � O Q p C JOB NO : 22-12492-12489 SCALE : AS NOTED SHEET NO. WP HUf�R/C,.q NE Mounting Brackets (10 Gauge> +1 /2' x+112' x 2-12" See Anchor Schedule soft$ 1 f2" Dia. A32S Galy. (Typ.) g o � Ii145e1f Ikilling SCrewt A/C Unit Bottom Edge • Hurricane Strap { (Typical . 3 in front) Front Cross Support (May be cu L to W) Left Brad(et (16 Gauge) p 14 Self -Drilling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each sire for hurricane use) 10-5/8" 41� il Washer; / Self-locking Nuts Sl ,d,w in.tail4uue Minal4. t- 4'a J.J n i J Mth xal:6 HWru'.nc.4u, flr p Relud Ss.l awYsiale' Won 41e41r M4 teTdlu Yl fee W appt�) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation P.p.I at Building Codes and Standards 12115=1 Product Approval Application Detail i491 IOIbIL& that 21M Dam, read! a[! nta Verde ! feg0tatl. lndrMY[Lkatu. vaadMsd an 1COIdte9 t9@I01tiod FSC AmmvM Alatem a" AMmietlon 2024 snort Vent Product., 1. Mched Grit- H-l' No -era P.E Lacks awtden P.E 12J19/7020 12/782020 1220=20 Aplxowd Cdegay: Struelusl COMWOnU (871) 441.8368 PE-73778 OA:LW-1800 SubCatepory: Produde Introduced as a Result of Info@amertwntcam N-Technology Compliance Mashed: E-1-bm Repair eom . Florida Registered Architect a. Lltenlr*d Florida Prdenlonal Engineer iiaM& hn1L.a Modal. M�:.br a NamA Quality Amnance iJ t�g ADa� Unsa AOutside Impatia SAWI at casket l7awa 1 6mlanl/4nt Mpafel e154P510 Dud FUnGbon Flood. no Vend20 abm Vent 12r3123 Y.Y.. NA s1001-100 2 SmadVent Model #1540511 Duel F. don Flood and Varilrebon Vent 12r312023 Y. Yin NIA .lW lDo 3 6manVent MOdeIF1540520 nUft ad Flood Vent 12011223 Yes Yes NIA .100A100 4 SmenVent Model e1540521 n.Wl.d Flood Vent 12012023 Ye. Yes NIA ♦100AIX 5 SmadVent stock) en54G524 Wood; Ga.9e Din Flood Vent 12r312023 Yes Yes NIA N/A 6 SmenVent Model 0540-570 Wood Wall lnwi.tetl Flood Vent 17J312023 Ye. Yee NIA •100A1D0 7 amAdVent Modal 91540-574 14.5&µid: Gongs Door Flood Venl /2/31012023 Yes Yin. NIA WA Florida Department of Business & Professional Regulation Peas 191 Building Codes and Standards 1114r 21 Product Approval Application Detail ss�gi ErM or gilt ate sets Patldna 2" mm y-- featured M Conrad Foubig LLO M vdidd•d ev xkwAaa ssodgag foa Am zyA Asamna altila R-ai. 2020 Dow Metal,. lift. Jason 9iwtel, Zachary R Pit" Locks BONden P E. 05/10/2020 U8N92020 08202020 ion32020 Appa d Category: Roofing i502i 303-1511 PE-74021 (334, 300-1800 isocalelalrin Metal Roping nhumetl0deemn ream Compaarse Mathod: E✓diudlon Report from e FlarldeReglskmdArchRed or. LJe.Md Florid. professional Engineer Fle'ITSNAe li-lucte it" Product Mold. Number a Kam praer oducl Dolodlu QuaryAtManga Coreratl PJaIIYIaI Apaowd fa Use, Approved for Ilss 11,11:41G1 Desion Data 1f inill t ().A"11JaB BMNMt P_fJ71UrS 1 Ore.el Mold Ramp Systems DMC 100NS. DMC 15065, DMC 175S. owl2008. 12/312025 Yee No NIA W7.180 DIAL 5V Florida Department of Business & Professlonal Regulation Page 2.14 Building Codes and Standards 252022 Product Approval Application Detail Q" Eosmrst DatePandina 20 Too Vanden Manufacturer Cooled EnpinNra License validated 9Y at SUptn� FV.Approwl Approved Status Revlelw 2020 Therms Tru Corporation Stove Jasperson Lyntlon F. Shcmidt P.E Ryan J King P E. 04M Sr21121 12F312020 0022/2021 013/082021 Approved Category: Extutar Doors (800) 843-7628 PE 43409 (&131767-4655 Subcategory: Swinging Edenor Door Awemibaos sjesper onati-otru rn Compliance Method! Evaluation Report from a m Florida Registered Architect or a Licensed FdrL Prdessicn.l Engineer FL920460as Rr 4u4u !�� product Medal. NumbN a Norma Quality Product p �a. Mau nine* i Aporovadfer Use Apprewsdfor In HVHZ outside Use HVHZ IMDOCt Fies(Iunt Dashin ELAU4@ 1 a. Tharrrla-Tru Fiber-C6sdc end Smooth -Star Nominal S&N39;8 8quotlmpect&quot Opaque 12131r2022 No Yee Yee N/A Composite Edge Fiberglass Sicgle Door (InswrplOulswng; X poMlgundon) 2 b. Therma % Fiber-Chcaic and SmpUh.Slar Nominal 811039,8 &guotl mpact&quot Opaque 12f312022 No Yes Yea NIA Composite Edge Fiberglass Single Door with Sidelib(a) (tit"nsiOu towng-. )(O. OX W OXO wnfpurobonal 3 c. Therma-Tru Fiber-Classicand Smooth -Star Nomind 8&A3g8 flquotirrpact&quot Opaque 12r31/2022 No Yee Yes NIA Composite Edge Fiberglass Double Door Win or without Sdeutes (Inswinpfoutawlnp; XX or OXXO configurations) 4 of Therms-Tru Fiber -Classic and Smooth -Star Nominal B&II Squat Impactrquot Opaque 12131/2022 No Yea Yea NIA Composite Edge Fbergiase Single Door (Inswnglautswrklg, X configuration) 5 e. Therma•TnI Ffber-Classic and Smooth-Ster Nominal S&I &quotl mpact&quot Opaque 12f3l2022 No Yes Yes WA Composite Edge Flbarylass Seigle Door wdh Siddke(.) (Inswing/Oulsvkng: XO, OX a OXO 6 f. Therma-Tru mbar-Ossalc and SmoolF+Star Nominal 511,11 0 &quotlnpact&quot Opaque 12131r2022 No Yes Yes WA Composite Edge Fiberglass Double Door win of wmoutSiielKes inwArg/(Dutswng; XXa OXXO configurations) 7 g. Therms-Tru Fiber -Classic and Smash -Star Nominal B&03e;8 &quotlnpectilquot, Glazed 12131r2022 NO Yee Yes WA Composite Edge Fiberglass Single Door (I nswngloutsw.igi X mnfiguratim) 8 h Therma,Tru Floer-Clasdc and Smooth -Star Nominal 8&0111 )Lquotlmpactequot Glazed 12131/2022 No Yes Yes N/A Composite Edge Fiberglass Single Door with 8ltlelibe(s) (InswriglOw-ng: XO. OXcr OXO conflgunion"' ) 9 1Therrie-Tru Fiber-Classicand Smooth -Star Nominal 6&M.8&quoil mpac%cwt, Glazed 1213112022 No Yee Yes WA Composite Edge Fiberglass Double Door win or without Sidelitas nnawing/Outcwing; XXa OXXO configurations) t0 J. Thelma-Tru Fiber -Classic aid Smooth -Star Nominal S&NWO&q ol(Impactaquot Glazed QrW2022 No Yea Yes NIA Composite Edge Fiberglass Single Door (I nsw il/Outswng; X eonhguhahon) 11 k. Tharma.Tru Fiber -Gestic end Smooth -Star Nominal 9,09r,0 Squotlmpact&quot Glazed 12131=72 No Yes Yes NIA Composite Edge Flbaglass Single Door wlh Sidolte(s) (InawlplOuawng; XO, OXor OXO configurations) 12 1. Therme-Tru Fiber-Classle and Smooth-Slar Neminal R&e39;0 aquotlmpaefaquet, Glazed 12/31r2022 No Yes Yes WA Composite Edge Fiberglass Double Door wth or without Sidelae i (Inawng)OurmMing, XXor OXXO configurations) 13 m Therma-Tru Fiber -Classic and Smooth -Star Nominal SSAJO,8 8rquoLimpactr(quot Glazed Molded 12/312022 No Yea Yes NIA Open Composite Edge Fiberglass Single Door 0 nswnglOutavng; X ccrdlgurabon) 14 n, Therma-Tru Fiber-Clasalc and Smooth -Star Nominal 88il flquotimpact&quot; Glazed Meided 12012022 No Yes Yes WA Open Compaalie Edge Fiberglass Sin Door with Glazed Molded Open Sidellte(s) (I n2risloutlw.tng; XO, Oxa OXO configuration.) 15 0. TherrrM-Tru Fiber-CMswe and Smooth -Slat Nominal B&M,15 8que(lnpset&quot Glazed Molded 12/31=22 No Yes Yes N/A Open Composite Edge Fiberglass Double Door with a without Glazed Molded Open SloWd s (InswrglOurb irpi XX or OXXO corifigumbona) 18 . The-Tru Fiber.gassic and Smooch- p filar Nominal B&O'VS&quotlnpacf8quot Opaque 12/31/2022 No Yee Yes WA Compost Edge Fitrerglass Seigle Door with Mooed Open Sdelews) (InswnglOutsw rig: XO, OX or OXO configurations) 17 of Therme-Tm Fiber -Classic and Smooth -Star Nominal 6&N3g;8 &quotlmpect&quat Opaque 12131=2 No Ye. Yes, NIA Composite Edge Fiberglass Double Door wth or without Glazed Molded Open Sidelites (Incwrp/Oulawtlg; XX a OXXO mnligunaborts) Florida Department of Business 11, Professional Regulation Pag.1 sit Building Cod" and Standards 1115=1 Product Approval Application Detail L9ft EnM or Lora Lida Dab Periano �a Aft Marston Yanurecturer S9Mad IOWIlgllU;f1M1yMNa*d of Validated aulanAtrod PSC Approval Aowoimd 1&" R.144lon ZD29 PGTlndustr*. Jes, R­ld MarrtDec. BCCO -CER M.m-Dada BCCO -VAL 11/192020 iDrd&Z20 11124"A20 Approved Ca.goty; Ett.lo Door (941) 486-0100 (7ae) 315-2590 SidiCd.gary: Sitting Worlar Dear Meembl.. Jr.-kiapsinuuw i.to Compliance Mahod: Csmrosdon Med a Listing om LuRnBaLmatub Qudh Assurashe AMowd far Ilse Acorev.a fa Use bkkd lift AW rrY ent-N.m. aft"!, Pro�ba�^.otim Codrod Fml Ylmpsi. bjLytiz jbdaids HvHZ tl�t i�asum 9 (L.rg , M,•I. I.Put Vrryl 6lidsg DNS. Door 11411412021 Yes Yes Ye. NJA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/SubcategoryCategory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING The rmaTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12131/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 OVA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 sf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI glass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N1A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must bd available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Dertall Page 1 of 3 1 /252022 . tigga A JamWiNg:.. go 2& Dab Pantllnp _•_ Qa(g W .., 11� Version Manufacturer contact FM!p__F & � rceR9e validated By valldaits augfrilitedFaBe npprovd ApmYc9 AlliHte Revision 2020 Therma-Tru Corporation Steve Jaapwmn Lyndon F. Schmidt, P.I- Ryan J King, P.F_ 07/23/2020 07N20M 0712WM20 10/13%20 Approved Category: Exterior Doors (800) 843.7828 PE-43409 (813) 757-8656 SubCldegery: Swiping Exterior Door Assemblies sJ*s"mc nctharmialf ao Compliance Mathod: Evaluation Report from a m Florida Registered Arel tee as Lleenssd Florida t:LEMYOM Professional Engineer Phidudal Product Model. Numtierer Name Product0*scmotim j IEy®gfq Approved for Use &gULAtl Contract Expiration Data II.f HVIiZ for tree Outside HVHZ Jm-,t Resistant Dessert Preseury t a. Thama-Tru Fiber-Classb and Smooth -Star Nonninal8&KRBSquotlmped&quot Opaque 12J3112022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (llms ng0O towing; X -fig-bon) 2 b Therms-Tru Fiber-Clasab and Smooth -Star Nominal 8&N39; 69quot lmpact&quot Opaque 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door wth Sldelte(N (Inswng/Oub.wng; XO. OX or OXO confguratlons) 3 c. Therms-Tru Fiber -Classic and Smooth -Star Nominal6&N30;6 &quotlmpad&quot Opaque 1213112022 Yet Yes Ye. WA Composite Edge Fiberglass Double Door with or Without Sltlslftes (InsMn9/Ou1w4ng; XX or OXXO connguratlons) 4 of Therma•TN Fiber -Classic and Smooth -Star Nominal 8&a3s08quotlmpact&qual. Opaque 1201IM22 Yes Yea Yea WA Composite Edge Fiberglass Single Door (In"fig/Outswna; X configuration) 5 e, Therma-Tru Fiber Clessic and SrmothStar Nominal 8&e30,0 8quctlmp.d&quay Opaque 12J31 r= Yes Yw Yes N/A Composite Edge Fiberglass Single Door wth Sidelto(s) (Inewng/Oi4 oWn0; XO. OX Or OXO configurations) B f. Thermia-Tru Flber-Classic and Smooth -Star Nomina188p39;0 &quotlmpad&quota Opaque 1 V31 r2m Yet Yes Yea NIA Comports Edge Fiberglass Double Door win or without sideldes (Ire"nsiriOutim-9: XX or MO cenfig.."'ns) 7 g. Thermal Roer.Cassle and Smooth -Star Nominal 6&x3F,8 agUct.impad&quot Quad 12J31 12022 Yea Yet Yet WA Composite Edge Fiberglass Single Door 0 nswng/Oulsw rig; X configuration) 8 It Thermm ru Fiber-Claa.ir. and Smooth -Star Nominal 8&e39;6 11,quat.lmpad8iquot Glazed 12)3112f12'Z Yes Yes Yes WA Composits Edge Fiberglass Single Door with Sidelte(s) (IrnwnglOut -rig; XO, OX or OXO configurations) 9 i. Therma-Tru Fiber-Clessip and Smooth -Star Nominal 8"39;8 liquo(lmpade,quo, Glazed I Ml12022 Yea Yes Yes NIA Composite Edge Fiberglass Dou ble Door with or without SkrMnes (IrwMng10utwMn9; XX or OXXO configurations) 10 J Therrrra-Tru Flbw.Classic and Smooth -Star Nomins18&#30; 08quot lmpad&quot Glazed 12/312022 Yee Yes Yas WA Composite Edge Fiberglass Single Door 11 nsdng/Outswing; X configuration) 11 KThariml Faxu-Claaslc and Smooth -Star Nominal a&e39.0&quoLlmpsd&quot Glazed 12r31r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door win Siddte(s) Ons AnWOutew+ng; XO, OX or OXO configurations) 12 I. Ther7rw-Tru Fiber-Clessic and 6rtoolh•Sbr Nominal 8&43RD &quoLImpsd&qua1, Glued 121312022 Yes Yee Yes WA Composite Edge Fiberglass Double Door with or without Stilelitos (Inswing/Oubwing, XX or NO(O configurations) 13 M. Therrrn-Tru Fiber-CLasMC and Smooth -Star Nominal 6&A39;88quotlmpaCt&quot Opaque IM1=2 Yea Yea Yes WA Composite Edge Fiberglass Single Door Win &quol;Norrlmpao Aquol, Sldelite(s) lln"Insi Outs-ii; XO, OX or OXO v-fgumba,a) 14 InTherma-Tru Fiber -Classic and Smooth -Star Nominal 8&MVii &quot:lmp*et&quot, Orequis 12r312D22 Yes Yes Yes WA Composite Edge Fiberglass Double Dos vn th UvotNco-Impad&quot. Sldelises ( mpmrgrOutswinip; OXXO configuration) 15 o Therms-Tru Fiber-Clossla and Smooth -Star Nominal 841,1439.0 &QUatimpeotkuot Opaque 12/31r2022 Yea Yes Yes WA Cpmpoahe Edge Fiberglass Single Door with &quol;Non-Impav19quot( Sldelita(.) (I nswng/Outswing; )(0, OX or OXO config uraterm) 16 pTharme-Tin Flber-Classic and Smooth -Star Nominal 8&n9;0&quotimpad&quot Opaque 1213112022 Yes Yea Vac WA Composite Edge Fiberglass Double Door wen &quoQNon-Impad&quot Sdelltes (I newnWOutew ng; OXXO configuration) 17 q. Therma-Tru Fiber. Classic end Smooth -Star Nominal 68039,8 &quetNon-Imp*d&qud: Opaque 123l= Yes Yes No WA Compems Edge Fiberglass Single Door flnawrg/Cutswng; Xconfigurete,n) 18 r Therma-Tru Fiber- Classic: and Smooth -Star Nomns184e39;88,quoLNon-Impaa&quot Opaque IWI1022 Yes Yes No WA Composite Edge Fiberglass Single Door with 51ddta(s) onawingtoutsw irg; KO, Ox a OXD configurations) 19 s. Thwma-Tru Fiber-Claeaic and Smooth -Star Nomind 8&03g rf SquoLNondmpad&gLot; Opaque 1Wlre= Yee Yea No WA Composite Edge Fiberglass Double Door with or Without Sldelltes (Inswing/OuMving', XX or OXXO configurabona) 20 t Therm-Tru Fiber -Classic and Smooth -Star Nominal 86439,D 8quo:Non4mpad&quot', Opaque 12231/2022 Yes Yes No WA Composts Edge Fiberglass Single Door (IrecW.9tOutawn9; X configuraii 21 u. Thermal-Tru Fiber-Cinsic and Smooth -Star Nominal 8416a39;08quot.Non4mpact&quot Opaque 1Z312022 Yee Yes No WA Composite Edge Fiberglass Single Door with Sldefil onswrtwoutswng, X0, Ox or OXO cotrain Hart) 22 v.Therm-Tru Fib -Classic and Smooth -Star 121311= Yes Yes No NIA Composite Edge Flberglsss Doubts Door win or w thout Sideltes inewinalOur swing; )xa OXXO configurations) 23 w, Therms.-Tru Fiber -Classic and Smooth -Star Nominal 8&t139;8 &quotNorr, lmpad&quot; Glazed 12/31r202'2 Yes Yes No WA Composite Edge Fiberglass S'rple Door gnawrtyodewng, X configuration) 24 x. TherFiber-Classic and Smooth -Star ms-Tru Nominal B&N39:8 &quot:Nori-ImpacAquot; Glazed 12/312022 Yss Yss No WA Composite Edge Fiberglass Seigle Door 41h Slddko(e) 0nswng/Oufswnp, x10, OXa OxO configurations) 25 y. Themm-TN Fiber-Clasale and Strooth-Star Nominal Glazed 12131=2 Yes Yes No NIA Composite Edge Filfsrglass Double Odor wth or without Sidelltea (Irts•Mng/Ouawng; XX or OXXO configuration.) 26 Z. Theme -I'm FlberGaaalc antl Smooth -Star Nominal 89039:0&qu0gN0ri-Impad9quoh, Glazed 12131IM22 Yea Yes No NIA Composite Edge Fiberglass Single Door (Inswrgloutswing', X configuration) 27 za. Thermo-Tru Fiber-Cloeaic and Smooth Star Nominal 88,090 &quotNon I V ct8quot Glazed 12/312022 Yes Yes No WA Composite Edge Fiborgtss. Single Door with &d.I W.) (I nswngfOcrh w ng, XO. OX or OXO confguratons) 28 zb Thermw-Tru Filb-Clee&ic and SmoothSte r Nominal 80390&quotNorl-Irrped8quot Glazed 12/31r2022 Yes Yes No NIA Composite Edge Fibefshise Double Door win or without "elites (Ine nnglOubwing; )CXa OXXO mnlpumbons) Collor I'm ysgypp Manufe h ra! RMskn 2020 MI Wridoa4 end Doors Ca moony: E•ma Dome &ACu4pory: Slldng Exterior Door Assemblies compliance aemoa EYaum aron Report toma Flords Retaliated Arch tart a. Lleetsed Fronds Prda.sWin* Engine. Ilgt hodud ModoL barber erllso 1 SERIES 420ALUMINUM SGD 2 SEmEE 420 ALUMINUM & Do 3 SERIE8420ALUMINUM :C+O ftE1NFORCEO 4 SERIES IZO AIUMINUMSGDREINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED sec 1011. Ylaiaa Manig&SW[S R"Ifoin 2020 Wayna D.kon, a ell dOvsilh l Door Corpolatdn Cdelrorlr Eitterta floors subcategory: Sectional Ekterlor Doer A.semYiee Comm'ava Mdhm! Evaludlon Report from a Florida R"firtorW Architect of a Uoins*d Flohds ptl9Na-aID Professional Engine. PioduaM :f9! 3 0000g10Q'8200 a1105 10 8000/BIM200 a1123 11 80008100/8200 s1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rises 1 d 2 115=I ends. or Cereals E,,I,, aLMansa VAdatod Ile RAI nals yN"ffi subsided Dam PM.dm FBCAmmxd sit 9pamylg MAM &m16',W Luis Roberto Lomas arYCn M. lkldl, PE 10NBr2D20 /og82020 101101?020 17/152020 Appr led 17171385-3.100 PE-82514 f717)31T-0 54 bablhgeronn.d.cam Product DeserWbn SERIES 420 ALU MINUM SCD OXO Quality Assurairse, Contest Ri*wal Die 12/312024 Approved for Use Approv*d In HVMZ outNgl, No Fa UM Yes Inpw R42blat No Design P l WA 145-N4squd;k80aqud; NON -REINFORCED SERIES 420 ALUMINUM SGD OX XO. XX 12/312024 No Yss No NIA 9"QUAI sf dbqual, NON.REINFORCEO SERIES 420 AL U MINU M SOD REINF ORCED OXO 1V312024 No Yas No NIA 145.3/46qud.%&qua: SERIES 420 ALUMINUM 600 REINFORCED OX 120112024 No Yes No NIA XO. XX 98&qumx98&qud: SERIES 420 ALUMINUM 60D REINFORCED XXX 12131G024 No Ye, No NIA 143&qud:yp6&gUot: Florida Department of Business & Professional Regulation Buildi ng Codes and Standards Product Approval Application Detall Pea.1 .0 IM2021 Crew or Lida Lain lLte9orfm (Mrs Conrad Enadaw Aj(glitiesyMIdYM a, validated SUbMNttd FSC App VM Apgrgyta Biala Dvr.W. Kentish John E. States Jenny P Arneson, P E 1W02020 Dar2a2020 1023/2020 lVi112020 Approwd (330)763.6121 PE-51737 (904)821-5200 dkomldf(gwayrledal Ilon.< om gugu-auaam H9d Ct 0014Dt(g11 Dorvad eimlrMlon pore 90111): Ms. vldh 14LIM. M. height G6dng 12131(M? AOXID93aUM AmrasadfaUfa ;mat Deal- In mvmz Ouldde HVHZ Reshastal Pridusi'!. M Yes Yes -31 00/-35 g0 awlkrf in top. stenmodldo stolen. 1003e Met AM. 148439. MAX hoof. Glazing 127312023 N. Yet Yes-30.WA33.50 aNlleole In top or Int-illate section. 168409. Mat widh 148e39, MAX height Glazing 12/3i2023 No Yet Yes-34.4000,30 awlable in top or Intermediate section. Florida Department of Business & Professional Regulation Paps I or 1 Building Codes and Standards 115,2021 Product Approval Application Detail td91 Entity Rasa 2" COL. PMA, ➢ti minas ymigg III a..feelYvc Lm1a4 End,, Uceu s VLNd p By yyaagm attlmmw LDLAORMIA Aspirants a" Ra ,ori 202C Curies Dltelon Of AA,DO Ion Tom Reibry UL LLC Trey en lop. VE 12,10/2020 121012020 1M12020 Apam.•d Cdagay: EM40a Doors r0411494-2813 i914) 94r�011 0 "Cd*Frr. Enema Door ccmpo"'Ie tatirstit"a Meeblay.- Carpllsnct Method: Ca111ficailm Mee a Latin, fiauaii.MPrmia m )lagd Product MadM. Nornba. Wnw product Description Quality UNLOWA AoarowOfause Approved for Us, � inJHVHZ GutMgil it 2 IDI0an Deslal 9lilstat P,-, 1 60r, 70T 727. 747, 757, 777. end ail Single and P.ts d FIu9r Glared. end Lowered single end pelts d 12/312025 Yea Yes Yas NIA Doom hdIM metal dons. Florida Department of Business & Professional Regulation FAge 1 d2 Building Codes and Standards Product Approval Application Detail C-dO 1011w or DO$ pate Qda Panesna ad. Txt, yyptg Manufacturer yAwdad JILAIMINted FBGAmmval Aii-cel a191,za RoAslorl ZD20 M) Windows and DooM arenl Siting. Nnenoon Architectural Steven M. Unch, PE 11H72020 1IMT/a120 1127/2020 Approved Category; Window, t717)365-3WU M.nufacaren Mwddien (717)317-8454 auliCYa agonr Shifts Hung bsnpergfmlV oom CoeIpllMnee Method: CMILoation Mark a Ending ATavad for lid Amroa.d far UM tueul 2t= Aw Rosati Model. N aroar or tams Product Ceaenbdon i4 a In HVHZ wack HyHZ 11041s(ap( presayp, 2 185 &i 52X72 FIn/F'linge Frain. IGSG Single Hung 10I042021 No Yoe No .601-60 L.mhd*d Gl- ^W W >CD U L Q O 0 CCo .M Cn ( D '^ V' 0 CU Ca p > T�1 VM/ EY^i Lvr, ..lr--- _0 Q Z Z W J O N C= fV V GV rA M G .� � N 61 ¢ N t13 N 0. C 40 is, U 0 W C_ O L_ CL o L v O L W U m H O L t1J Q W :ZJ z Q J r- CL SHEET NO. PA 1.0. N Florida Department of Business & Professional Regulation P e9 page oraU g FloridaFlonda Department of Business & Professional Regulation paps I ort Florida Dope rtmerlt of Business & Professional Regulation Pape i a I Flodde Department of Business & Professional Regulation pope 1 a2 Q) V Building Codes and Standards 1252022 Building Codes and Standards IA12021 Bulking Codes and Standards 870:+ Building Codes and Standards y2m+ O Product Approval Application Detail Product Approval Application Dom If Product Approval Application Detail Product Approval Application Detail L^` CL - aL Pendfna S9At Entata 121tt Jolt out Foad a 1a[! C �t r. V J�Ip Revleion YA= Manufacturer 2020 Therm■-Tru Corporation Contact EnfiataliiYn L Llwne■ V■Ilde■d By stets Jaeperaon LyndenF 9cfimidt. P.E Ryan J. King. P.E. Validated i 1�Approval Appmyea 10/07/2021 OWtBr2021 try13r2(721 12175f2021 ; Approved raw � � Manufacturer�Y Oapal.pt Eta%2f}rd ucwe VdMatedM Am all Oats Pandm yyJ�p �pd PBC Am ore Approved a" S.49f 11211 Y801a0 ■e�lIX ErWg id�ard andn.wat}cems y�g�g DIU rml QYt.,hrd0a MIN" LBCAWMA na A Mraap �p Hiss YNIpII t1g1�YOL ran= E6dmerA Lec an Y�m Yl1�W FBCAmreval aa�19t Et■tR _ _ � r 1 � '^ }, Affirmation Z020 PGT industries Jena Rowvdd MI-4-glade 9eCO- CER Meml-Dade BCCO- VAL 111m2020 iinli Op 11111/2020 Approved Ronnidl 2020 MI VMndave and opera Brmt Shiner Amane°n Mclecoural 9leven M. (Mich. PE 16b6FJ020 1GOfiR020 10112=20 Approved Reni,bn 2029 MI Wlndwv end Door. &eon 9ntrypr Amer— A ohl dug, St—h M. LMch, PE 11221`24W 11222020 11282n20 Appr—d V aA/ Category: Exterior Dow s (800) 843-76.28 PE•43409 (013) 767.6655 Category: Wmdowe (941)4WO100 (786)315-2590 Category: Windows (717)381.3300 Menukduras AssocogOn i71l,317.8454 Caleaory: Winds" (717)30-3300 MenuiaOuws AK¢loem (717)317.8454 ���ww�p[[ C � `s-a Ch anbCatWFY: 45w4nging Exleria Door Aasemlbllea Method; Evaluation Reportlrom ejaspersometharmatruco m Subcategory, Single Hung Irwpw.kiQpganduameac "Category: Htxkottl slow bamk,p.rQmuad.eom "Cregorr. Fixed weng,,Qmlwd.mm � 0 CU COmPllanco a letegArch&" Ucinand Florida Compliance Method: Cance6m Mark a using Compliance Mehod Cutllcatlon Mark or using Comp liance Method, Gleam Ad m coins or a e OFkrRC OPrdoe aO FLNIUMA7PodualQuaker Aamr as A.ovr. sAga[ma0j�gap Imams p !ce ImMGI QRrO ApwevdorUe homeal Oe9m 92JULlijagaM Approved for arse Approved t■t Use jaillit 21M AMA Product stool Number or Harris Product DOWE001 erg renal - ill HV 1Z owgdLkw assistant lulu re Aw product noon. rrmba w anon• &gokagZWXWgM291 Li21" ggldgkl= gamma ®akin aw fta tt In HVhZ essential Pnetur0. C O U1 AW Product Model. Number or Name Product Dercllapon Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 a ISSOO rLarge MOM. anpad) wlyl single Hunp Wmdw n7mm2s Y. Yea Yes N/A I HS 18e Fln nd Memo. F7wne 73.921nauWrd disc 02/1el No Yea No e55/•55 1 tag PW ed Glee 04023 73 a 721nwINA72 Ol No Yea No -t C, -P.-O — 1 a Thermo-Tru Fiber-Classio and Smooth -Star Nominal 88a3B;8&quot Non-ImpadBquot Opaque 1MI12022 Edge Fiberglass Single Dow No Yes No WA O A V Composite X V J O Themne-Tru (I nswirgiOutsvring: configuration) 11222 Yea No NIA 2 b. Flhar-Ctaiab and Smooth -Star Nornhutl S8M,88quotNon•ImpadBquot; Opaque 12130 Compoelta Edge Fiberglass Single Door with No lL. Sideliea(e) (Inswingfoutimirml XO. OX a Oxo �_ 'ei ll oce iaureff -) 0 •/ CV 3 Flfer-Claselc Sooth-Ster Nominal 5&'"" Noh.Im Opaque 12/31/2022 No Yea No WA ,,,,C 4a� CoCV -#.— aTherme-Tru and m ;88quptfA&qubt Flbergges Composite Edge Double Door wen a C wehout Sidellee (Imawing Outewing; XX orOXXO confpurations) d of Theme. Tim Fiber -Classic and Smooth -Star Nominal 7&yl ligwtNon-Invacl8quot Opaque 12f3112022 No Yea NO WA Composite edge Flborgtes Single Door (Inawing/Outawina; X cormpuratlm) 5 a Therme-TN Fiber -Classic antl Smooth -Star Nominal 7&dr39;0 &quot Non-Imp8d&qu0t Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Single Door with Sideltal 0 nardndOutavinp; XO. OX or OXO 6 1. Themla-Tru RbanCraalc aid SmDom-Ster configuration.) Nominal 8&a38,08quothlon-ImpadBquot Opaque 12,3112022 No Yea No NIA Florida Department of Business & Professional Regulation Is". /art Florida Department of Business & Professional Reguation p p., di Florida Departmert of Business 8 Professional Regulation pep I if Comperabe Edge Fiberglass Single Door Building Codes and Standards 16=1 Building Codes arid Standards 17JI1W t Building Codes and Standards IAy2021 grMwinyOutawig; XcorlligusNon) 7 g. Thernr •Tru Fiber-CIal and GrlRoth-Star Nominal B8#39;0 &quotNort-ImI1wA&quct Opaque 12131/2022 Compoosi a Edge Fiberglass Single Door veth No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Ousel Sidelfie(e) gnawingfOutawtng; XO. OX or OXO configufatto#n 8 h Yhems-Tru Fiber-Claceic end Smooth. Star Nomne188#3g;0 &quOLNon•Impsd$qud; Opaque 12131 r= No Yes No NIA Composite Edge Fiaeryl■es Double Door wRn or Cry - - list ae 20Ci4ffi Ew{Y.>Y no dicta Oele.P111f1lM �t GMEa00l.gt Gm roof GN.F10■Oa no WIR)"Stralas(l nsvving/Out■Mngi XX or OXXO Menuhewrr VdWdad *1 Validated PeC Awmvel Visa- Manufacwhir Contact EndraaA Lleesa )Ci19YW Fae Ambrose! Aida an verLgn Manufacturer fie■ Cam Validated IN, Validated ShisBttd Fat Amroval Ambroyld Rim configurations) ]j(pe Verviag Cesata>g a!ligglautif A.Rl.l d 1Beple ]t(pp Vdlfid.IN BlemlaMi Apg(0atd 9 iTherms-TW FlberClassiesnd Smooth -Star Nominal 8&#3g;8&quotNon-Impad&qus; Glazed 12131 r= NO Yea No NA Affirmation 2D20 PGT Industries Jan. Rtaowdl Lmam4Oodo ail-CER Meml-Dade 8CC0-VAL 111052D20 11/OUM20 11H1r2020 Aw"d Rion 2020 MI Who —and Dods Wmialnpa L.I. AL—,. PE Sloven M.11m, PE 101082020 10/062020 10I1/V2020 12/15=20 Approved Affinhilall 2D20 PGT industries Jme Rica —son affl—&Dd. SCCO. CER nenntOade aCCD -VAL IVil 20 111052020 11MV2020 Approved Composite Edge Frlwrglasa Single Door Crogory: YOndows (941)486-0100 (785)315.2590 Cameleer. Wind— (717)365-3300 PE-62514 (717)317d454 Caopmy-WIndows (041)488.01 DO (780)315-2590 Orrw.indOutswmg; XoDMpur000n) aubCalapary. Filed )rluau/sM®pglnWanes.c aWCarapory: laiams bNfihgerQmkcd.Corn Subcategory: Mullins InpowilBmpplMianeac 10 1 TharnM•Tru Fiber.CWNe and Smooth -Star Neomhal 81#39;8 &quothlon-Impact&qu0t Glued 1213112022 NO Yea NO NIA C.npllafmu real Coral Mark r bang om C.npllenoe Mdhod: E-veNetlm Repot tom a Compliance Method: Ce tlerflm Merle or Ul an Ccmpoelte Edge Flbergim Single Door Wth florid. R.glrler.d Nch6ad ore Used Florida S)delne(s) (I nawng/Outswtng; XO. OX a OXO PLA243an ReeMte Professional Enyn.w PLdm alA Rodldto 11 k Therma-Tni Fiber-Clasic and Smooth -Star configurations) Nominal 68#39;88quotNOm-Impact8quot Glazed 12131r2022 Ob Yes No NIA Amrpwdl.Ilo AmravadTalle gazlypawwuAuumm Ej Agm2nus m A29rmoolmum kzaa GYfm Cwnposite Edge Fiberglass Double Door vwth or Arap hva l Mudd- /NArsta a Name In HVHZ DWdskHVHL types lardreasurv, Product Model Number as tWe gQ)llud ,gwAajg) In HVHZ Outside NVNt titdshort Pphmri valail Sktelites (ImmMrg/Outewing; XX or OXXO 5 PVk'5= (Largo M"I. imp: i) vinyl Fired Window 04/302025 Yea Yea Yes NIA 9Y:pY.a98gagfdAsighoodaUguite A=Avd far llee Rum GOm 1 Millions for All Down and Windoers Aluminum kwema 05nsw20 Yea Yee Yee WA configurations) Epps eroded No" Nuebr w Noe samal Product olen � gl HVKZ culaid. NVHZ jughte t F.—., 12 I.Thermo-Tru FiberClsac and Smooth-Starm Nonal7&a30,08quotNon-I mpad8quet; Glazed 12131 Q022 No Yea No NIA 2 5784 Vertical Aiumhum Mullah 1YJ1202a No Yee Y.. WA Compote Edge Fiberglass Single Door (Inswiny0utswns; X configuration) 13 m. Tfiamo.Tru Fiber.Clossic and Smooth -Star Nominal 7&e3g;0&quct;N—Impac1aqud: Glazed 125112022 No Ye. No NIA Comp.site Edge Fiberglass Single Door with SIdeI4e(s) Qnewng/Omdswing, XO, OX Or OXO configurations) 14 n. Therms.Tru Fibet-Clsssk: and Smooth-Slar Nomnal alli 8,quetNon-Impectliqua; Glued 12/3112022 No Yea No NIA Connpopithe Edge Fiberglas Single Door prawfny0utcwfrg; X configuration) 15 o. Therms-Tru Fiber -Cask and Smooth -Star Nominal B&11139;0 &quotNon-Impad&quot, Glazed 12131I= No Yes No NIA Ccanpoi le Edga Fiberglass Sing Is Door with Sdegurat pnmhwlny0ulawlnp; xG, Dx or OXO Florida Deparhner t of Business & Professional Regulation gU Pepe 1 di Florida Department of Business & Professional Regulation Ik ►MP 2 d2 Florida De rhnent of Business & Professional Regulation Pa •p• P 1 d2 18 p, Therrilill Flbar-Classic and Sroth-Star configurations) Nomhal 8111 &quotNorW mpad&quot; Glazed 12MI12022 No Yes No N/A Building Codes and Stai rdards 102021 Building Codes and Standards + 1 Building Codes and Standards 141=1 Composite Edge Flbwglmm Double Dos Wth or without 6idelftes (Ineving/Outsmng; XX or OXXO Product Approval Application Detail PfOdUCi Approval Application Detail P Product Approval Applicationeta configurations) 17 q. Theme-7ru Fibw-Classic and Brmpoth-91ar Nomnal 0&#39:8&quotNon-Imp ictAquot Opaque 12131 r= No Yes No N/A Composite Edge Rbwglaea Single Door With Transom(InsvAngl04Xsw1np; lDlX confquretbn) - 18 r. Thelma-Tru FiberCisel and Smooth -Star Nominal 09#39;8 &quotNon•Impactl Opaque 1231/2022 NO Yes No NIA i26 Snrtr or )}110, DILI Do" Pal 21116111 Srgpt ErAW or yJrt j'li! Cato hndm gat GM Enter or all 20 egg PAR COm4.(a) EdgeFiberglass,Sing leDoor rdh b!m Yu7iM 1e Endra.alirm.s V✓f�led■L YridrW p FBCAmmlro A22MM idyl bust Yilteou ranuteeWra )c"pplpr ftae►IK,AIjmOLL )raltrlalpg ALOW09 PBCAneMWI AWI1aag a" min y�pd algLghth" carMact 0maK4ypanep d6B0alffiffi VrltBttd alamam PKAD13m)NI ADDMV&d awiM 01OXor and Tnneom (IlMvnng/OuWting; O/X0. d0X or OIOXO cormpura[lorM) ReNNon 2020 Jelne9 Fledlo BUIMnp Productte. Inc, Cnetl padre V, MdrOw Ton John flmmOrd, P,6. 01A151M21 12/742020 01gMJ021 ding FBC Appn Raudon 2020 Abide Nick Than goon Lyndon F Emmld, P.E Ryan J. KbnO, P.E 07/151N31 02/152011 02R72021 OM Y3077 Ap.reed ROMrlal 2020 OAF Mlmsel Opt Robert Meminm John W Knseewm, PE D9282020 062112020 10g212020 17/152020 Apwored 19 9. Thermo-Tru FibarClauic and Smooth -Star Nominal 6e#39,08quctNon-Impadilquot Opaque 12J3112022 No Yes No WA Category: Panel Wars (War, 545.6359 PE-01682 (352)367-2529 coleslaw. Panty Walk (330)922-2389 PG43442 (813)76745H Category: Roping (400)7004411 PE-50166 (954)772.6224 Composite Edge Fiberglass Single Door will BWCalshil ; adng ched.dlerelistlij A.d subcdoetly Sour, nihanpsm(falside.ocm lubCalegary, Asphalt Sharon matehapa.ocm mi Sdelee(s) on.Wng/Oufevwng. XO, OX or OXO Compliance Method Evaluation Report from a e.com CorrPllano. Method: Evdualim Repot from a CWMIIwMMethm: Evalun icin Repot from e Continuous Head and Sill cordlgurshona) Florida Registered Nchnaot ora Llcrosed Florida Florida RpiefandArahled ora Licensed Fldd. Road. Registered Architect or 4 Licensed Flonoe 20 It ThamM-Tru Fiber -Gawk and SmooftSter Nominal 8&039;0 11gdothion•Imped&quot Opaque 12131120M No Yea No NfA professional Engine. Professional Engnaer Prdasslrnal Engineer Composite Edge Fiberglas. Single Door vAM Sidelitil PnswinyOutil XO. OX Or OXO flim 2namiNk LUDI tl$BBa*m Continuous Head aid Sill corlflguragaa) 91Mg0(A I[!� ApwowdfoUae Annovaefoll» Imgefd 1a� Quell Anneal AmovrdluUas emrpvwlraUse jQ ) Amreved fa Use & ImaKt Gtdar 21 u-Themi-TruFulaw-ClasakandSrtlmth.Sar Nomlral6tJ0.7Salquothion-Ire ad&qulGlazed 12131/2022 No Yes No NIA Al" product Model, lumber or Name $gdIMLL n CM&WI It InIllOut" Ill Rt1�t larva B ease Frsdud MOM, leufaw or acme Pro" 0-1909P Caresses gnorMlm Data u1 NVH2 OWMde HVNz Rat.May P�,fS �=a ir�t�lch, Da, . In HVINZ $ft�i $f�tl'8 )'Q , COmporte Edge Fiberglass Seigle Door awtm Sldalitil OnswrarOuKiMral XO, OX a OXO 1 Ce.VI..0 Los Sung iber•camsnt lap siding 121J12m Yea Yes N/A NM 1 a. &qua2T8quot Soros Vial dredld VW &ora 12/31r2O23 No Yea NO N/A / GAP Awndt Roor 9hleplss FEono ssa militiaman 34eb. IaNnered. 5.pb and 17JIS=22 hip Yea H/A WA Continuous Head and Sill configurations) 2 HardePlenk Lap Sol" lbw -cement Isp akea 12/312023 Yea Yee NIA NIA 2 b. 6n0urt,Nlknce T4Aqud; audit Vent a Sold Vinyl Sat 12A1R023 No Yea No WA Npempe asphalt shlegi.f 22 v,Therms-Tru Fiber -Classic and Sa*Wh-&ar Nominal 88itill&quo0on-I mpadBquot Glazed 17/31/2022 No Yes No WA 3 c.AwficGrombmw Antogia Beadsd&M: Sofil Van or Slid Vinyl Bork 12/31rW3 No Yea No N/A Composite Edge Fiberglass Single Door with 4 a LMrd:05equct S Mt Vsnt a raditl Vnyl Sort 12n12073 No Y I No WA Sideltal (havAng/ouMwing, XO, OX a OXO 6 e. agrd:Ct rtor Ondqua; SplI1 Vanl or ad it Vayi Sort 12f31 f2023 No Yea No NIA tV Continuous Hood and 911 configurations) 8difill 8quot Non-ImpadBquot Opaque lMlt2022 No Yea NO NJA 6 1. 8qud:super Span&quot; Soft V.M or 6did Vinyl Sda 12/312023 No Yea No WA 23 wTherme-Tru Fiber -Clack and Smodth-Star Nominal Composite Edge Fiberglass Door Panelsvvi0n Vented sclelite(s) 0 nawing/Outewaig. XX, XXX or YAM( ocfifgjuratione) d 24 x. Therms-Tru FiberClassic and SmoothSlar Nominal 891el 8quotNon-ImpadBquot Opaque 12/31/2022 No Yes No NJA L" Comports Edge Fiberglass r one vim anted �� O s Qn.winplOut■wig; Xx XXX a XX(X _O `— 25 y. Therms-Tru Fhw•CI■slc antl Srmdh•Shr —figu(s) ganhi rations) NomIM18&:tl3g;8agogf;Non.lmpad&quOt Glazed 1213112022 Panels No Vas lob WA Z a C'o C Cc fampoWe, Edge Fiberglass Door Sdm Vented Sldelite(s) (Insw rigroutewing; XX, XXX or XXXX Flodda Department of Business & Professional Regulation P.ps 1 d 1 Florida Department of Business & Professional Regulation pass I a I Florida Department of Business & Professional Regulation pass I or I CO X = u.. p•, configurations) Building Codes and Standards g IOWM21 Building Codes and Stlfxlards fIa2021 Building Codes and Standards nam21 N C 25 zTherfrel Fi7wCla—ir and Smooth•Stsr Nominal SM39:0&uvctNon•Impact&quot; Glazed 12/3112022 No Yes ND NJA ti N "O Composite Edge Fiberglas Door Panels vAth Vented SieWte(p 0 nevAnglOubtvag; XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail cc � N Y conmpuralons) 3 did 27 zie Therms-Tru Fibe(-Classic and Smooth -Star Nominal S&#39:8&quotNon-Impad8quot 12J3112022 No Yea N0 WA fv dtQ.,Glazed Edge Fiberglass Single Door with 38sll FAMENVEM Sidelke(s) gnsw4ng/Outsving. XO. OX or OXO snore Enron, or gee 20 sae ►MAM GIR SS9l Brains[ "It=1 CitLu■m Gut Sell ar9 t.or 1aLL �! Date wedm ant N � +_•-d 28 zb.Therms-Tru Fiber-ClasiCarid SMOoth-Star OOrdlguna0on8) Nominal 88#38;0&quot.Non-ImP■(36quotGlazed 13/312022 No Yes No WA 1j((gl What0 ree1suffecu- C.H1.1 EpmeGillg�l vdl,d.teasir Yobs &A-iafd FaCAmroad Agrtartd atilt Z= )fMLon figatualtM. CedvL ladouLLLWADtu kdddmd& XWAKea a10■laag FBCA—mat AGRODg allele Jim Vr"x r.mdjKturw ,Cooled aakl.aauaarMe Vdfmldedsir VM160.4 oltrpktod PSCAmrovel Aowadm aafuff 3 3 1!Composite Edge Fiberglas Double Door whin Reuelm 2020 TAMKO Building Products LLC Kohl E44o Robert Nee N— John W. Knem*h, PE 10N4r=0 0&292020 /0/1220m 12/15Im20 Approved Ran dslon 20m LV. Tharp°m. Inc cop Thompson Architectural Tory Chriemon Zachary R. PH"Steven M union. PE 09N7f2020 OW162020 09/222020 12/15/20m od Appa Reuskn mm Fledds Morel Products Inc Clerk JmStaves t. James L Bucker P EQ M Urkh. PE ow7rA20 09R82020 10A4R020 12MGrA20 Approved /0 d to .B Until SideiOee 0 nawingfOutawl OXXO Category: Rooms (617)524-8544 PE-59166 (954)772.6224 MCW.Com mylTAMCO) 1813)248.3460 PST4021 1717)317-3454 CaepOfy: Roams (904)7A3-34O CBUCK Engineering (717)317-8454 C 29 to. Thamral Fibw-Clossc and SmooUl•6tor configuration) Nominal 6&#3e0 equckNon-Impad&quot Glazed 1213112022 No Yes No WA SubCasgo ll Unenaymerrs kwrl_edm(Qtemk o.can Category: Rooms "Catepwy; Rooing Mcta.ori4a mat are an Imm'e yagtelodwe oom SubcaM eg ay: acting nasare. that ore an Integral Pen ofthe Roane system de kciffl o com PE-31242 CM O ;>••. Coco Edge Fiberglass Single Door with 38#39;D Ponta d9 dIntegral Sorel nawin Outewi XO, OX a OXO `qs) {� a ng� Compliance Method EWMalm Report from a Mahe Rasl Nmd d.o Uan.ad Flubs Pat ofine Robing System CwWll4 MAhod: EvaluNmm R.pod tom a Clmda , t H G opnfigurabOrma)) Engir Prdeeeipnd Englnsa CernpllenN Mah00: EwM4Gm Bogart tan 9 Ragkterea Ardmnapt a • Llemed Plcnda Professional E 30 zd. Therms-Tru FlberClasic and Srnooth-Star NOrnnal 8&#30;0&quotNon-ImpacMquot, Glazed 12mlf2D22 No Yes No NIA Florida Repletero0 ArthNM sir. Ucensad FIorW Engineer O Composite Edge Fiberglass Double Door with FL*1�1.t esi= tens. EIBiBJB6QiLtaffidf d U 3&*39.0 Sdellle& (In mil g/Outaw rig; OXXO !Arun a` conlguration) Amrevd for use Amrpvas pppam Gl nm QWIVASAFImt Approved to Use Approved fa Use it= 22" 31 ze. Therishi Flber.Gocslc and Smooth -Star Nominal 7&099,0 &quotNon•ImpodBquot, Shokw 123112022 No Yes No NIA Eta= l Sit 1, HVHZ Outside Hivilt ltsabteld Paramount Sidra Assurance Awrowdfof ilse Approved to Use Booth gpplpa peal! g1161 dpgpll imte4El■urlmdala aglall Outside HUM BMatam E M = ,O Series Composite Edge Grazed Fiberglass Single 1 TAMI(O Rod Underlayrnefita (HVFQ7 Rod undtleymenls for use w FBC HVJ-IZ 0e292023 Yes No NIA WA Mpi1 Product Math. Number a Hume rgip 1, KVKZ 24moLd fbi atYllat CLuan 3 3- FLAMCO &gad:RV 10 Rldpt Veaaqud: Aluminum Ridge Vent$ for plahodrooa fabricated 12/712024 No Yea No WA Door with or without 141#39.2 S cIalill 1 Wo s. 1 TAMCO Fla Top 0 11-Po d9e Vent with gaga for The 20 9. Wtla rcdvadMlorwM Oeme OSg02028 Ye Yes N/A WA noon umnum pnswingloute ring; X. OX XO or OXO confipurabons) 2 TAMKO Rod Underkymmts (NDN-HVHZ) Root d4ymmtsfa use h FBC nmJ-IVH2 OBR82023 vidende No Yee N/A WA 2 TAMCO Oooeeneck Vem 20 pa, 09/OBR026 No Yes NM .W57.5 lurleddime. 3 TAMCO Off -Ridge Ray Vent with Bale 20 ga. slain roolf—I ater elm Integrated baffle 09N92028 Yea Yes NIA NIA 4 TAMCO Round TOD Off -Ridge Vent with Barre for The 26 as. elate roof vem odor with bane OM120M Yes Yes NIA NIA Florida Do pertinent of Business & Professional Regulation P.O.1 d1 Fbrida Department of Business & Professional Regulation Paper pf3 Florida Department of Business & Professional Regulation Pase, d, Florida Department of Business and Professional Regulation Builcing Codes and standards R02 Building Codas and Standards 1mRo2, Building Codes and Standards 1125fa22 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product approval Application Detail Product Approval Application Detail Product Approval Application Detail faalk jygp VpOgg ) Andy a ) ermanew s sinew yrlmYLffi Butt 20 Date Pandm YeStltleg btaNffi raC Aoemvd AYe Ammnd 1(AV1 %agl AM Vtnill e4nufewra aoehLac g>IDtal )(ridged a am 20 Gre,PladOe aLdkftd FaC Amroval 20 Acannd ltlauM Cril I1R! VedaIPII Manufacturer Ent" or Contact anamear & License Validated By Dal 20 Gate Pending Dp a Validated aSubmined FBC Approval Aparxn®g FUS259-R31 Revision 2020 Lmanca Katrina nanny Jmss L gunmen, P.O. eleven M. brim, P6 1123/202D 1123/2020 1129 m drag FBC Appn R*IAGW 2020 Rome! Fiddling And —Rabin IAPNO U.If— EvraHun Gsry W WNka 11/03IM20 11102CON 11N6/2020 Apprarod Ransil 2020 Gbbpl Protection Products, U.C. Tim Robinson Wolter A. Tilt Jr , P E John W Knerin , PE 0&DBR020 0WOBd2020 1010IM20 12JI512020 Apprdvad $ � ne.s a�eM 20 Category. Roams (50096}6193 PE-31242 (717)317-8454 COL."! Roams (601)3604091 SeMces LLC. (205)8$4.0160 Categay Shutters (Ol09-7545 PE-44107 (964)772-6224 T Verslon Mang Contact Manufacturer Engineer Veldated B 9 y Validated OBI Pending 9RiiLwad Approved suoCa.pary Rooing Ateeeass MN we.n uNlayQbma co coon suuCenaory:Rhod:6V ka hand eodnMW aOnQomal.00 m comSuleAgo, Shrm Panels C4lmpllanw Method: Ev■rualkn Report from a am dbinaan®pppanLCOm yM Revision 2020 POLYGLASS USA Maury,Alitert, License John 10728120201012212020EK 12115/2020 Imegri Pw1 wm0 RrxBAp syatam CaripllamisNol :Ewd.aknReporta.me Cwr,pOow.. MWnod: gwutllm Rapon Product Selusdonentry pli Florida Registered ArchiteotoraLicensed Flomis Category: Roofing S954233133OSrralpert@polyglass.com Robert Nionninen Knezeivich, PE ApR111Y+BI Florid. Rtget medArdmledaaLicensedFlorid& Prpfa°sional Engineer SubCategory: PE-59168 (954)772.8224 11l01/= Professional Engineer El idedlstt PI11a07a.Re Products UnderlBYmants � ,�p■eppgp BMBsiGn9tle61Ma S Amreved for Use Approved fa Use In GlaEYelL1Qli j� l l 1� Banun aI1N raga 9Y 01aura Approved Aoerolad roe U■e Apes. far useIMMseal! Compliance Method: OueMvAsswenc. Apgtewtl for use AewovW for Inn � � t0 Eekmy- Eh9ks, sus, County Bra, Spit «tl Ermpllrm Flat Prd1N - Oenwr, co 12r31 R020 No Yea N/A WA GRp a Product Model. Number or Name Product 08aCnlabn DOMraCI ExalWaon DBte I HV OuRltlt HVHz RNMiM R`pun HVK7 Resistant PrizatO ePo Evaluation R rt from Egg) iam,:t Mudd. MLanbw sir Nam jp/,naii Outalda HVNZ low" �Q ThNm &amp; rnpact 1 20 Gage ravanized Steel Storm ParnelsHY1,1Z C«ru o■ted Galvanized Steel Storm Panels retained 123112022 Yea Yes Yes NIA a Florida Registered 1 Deck Ai " DA-4 or TRFBuih Deck -A, DA-4 . Lee Prole, Pdyp Wylm. Plant, Rod Vent 12110=5 No Yee No -97.507.5 17 Small 600 Buie. Shako A°mp; Soh Shako Flat Profile n 811.1h . CA 121312020 No Yee NIA NIA or not by tracks to provide hurrprotection.alprotection. Architect or a Licensed Meonsiay Attached to P6,wcod Deck 16 16 satiny 000- 01M.. Shako &amp; Spit eheke Seamy 700-Shako, Sat. tamp; SOR Shake Flat Profile- Risk., CA 12131QO20 Flat Prdl1.- etaktm, CA 12J312020 No Yea No Yea NIA NIA WA WA 2 24 Gape Galvanized Steal Storm Fane"HVHZ C(brrugated Gavanlzed Steel Storm Panels reburied 12t3112022 No Yes Yea NIA Florida Professional m 27 Beamyy Tco-&eke, Note &amp; 9P6 Shah. T.R., omi/pemelm. Fiat profile Russo, CA 121312020 14gh Prode - Kay, TX 12131=20 No Yea NO Yea NIA N/A WA WA or not by tracks to provide, hurricanes protection, w /nl � Engineer Prod. Kay TX 12131,2020 No Yea NIA NIA W FL1f621MM1 Products 29 Mlle Lon, - gually A■eLirMc■ ntact Eaolralon In WM for ilea0uhilds INOo�i ARRMVL41M Ups jtVKZ Jiapj,� Ztglilj Option Pressurs bat Product Model. Number orNwpa Product DeseriWitin O AR 1 Polyglasx Roof Underlayments Ro llnp undeflayments 1 W221/= Yes WA 4NMt•622.5 1 Polydass Roof Undtdayments (HVHZ) Polyalase rod undemayments for use In FBC 1212312G23 Yes HVHZ jurisdictions No WA N/A `v 2 P01yordiS Roof Undemsy nallts (marl-HVI-14 Polvilass rod underlo mlents, for use n iN23i2= NO Yes WA 4WA1-Mb O Fac non Hv)izjudatikeaa. Florida Department of Business & Professional Regulation p g Huge f all Florida Department: of Business 8 Professional Regulation p.p i d1 Florida Department of Business &Professional Regulation page 1 a 1 L 1 Polydass Roof Untlefpyments (F1VHZ) poyg ten rod urdemayments fa six in FL3C 12f23l2023 Yes 11v11Z lu1.1ollons No WA WA Building Codes and Standards 1/25/2022 Building Codes and Standards 1n)m2t Bonding Codas and Standards fRIm21 2 Polydass Root UndtrMtymeMs (non-HVHZ) moss Hof undanayments, Tor use In1212312@1 No FBC moral-HVHZ ju4edktiprs F8C uaa WA •WA/-522.5 l Ail Product Approval Deta Product Al Application Deb ucpprovacaon Product Approval Application Detail /1il Li. 1 Polydass Roof Underloyrients (HYHZi Polygass rod underfaymerea for use in Fill2/23/2023 Yes No WA WA O HVHZ jurisdiclorM. , 2 Polydass Roof Underlaylmencs(man-hiVF11) 1?12Y1023 No Yes WA +NIA!-622,5 SrB+9 - 6Wj9Lpt j j�t�j�q j� �a Em■Lg spit Dal pitepmpbp 2ta GM alYtlftst ate acts DanpMndfm � FPolygram RCmon-roof jurisaymaMs,foruseIn FBC nOn+iVHZ Judsdwtiaq, FBC72f23/2023 Yes No NIA NIA � V_ersion Manufacturer O_ontact Emineer&ugen■ss Validated By Validated u d FBCAbproval Approved Attila mm Version, yaaMlatlMght Slept jaalpee[itaamt Vdddw er Val Sam= Fec Agwom Agamw ill" mm Yg= Ghat goo&K•LIWM Willful xdwlw ILUR= FSC Auctioned App(pa7g Saba 1 Polydass Roof Undedayruents(HVHZ) Piltythises rod urderiaymeMs for use In Revision 2020 All American Shutter. and Glans Mike Earthen Frank L. Senrrldo, RE Troy Bishop. P.E 10MO20 10115J2020 IIKW2020 12M5I202D Approved Revlalm 2020 Ablm Ill Laws ICC Ev.lua0m servka, LLC Wetam M. clamed, PE 10/31/2020 402212020 fIA&2020 11105nm ApPrmd Reveen 2020 Comirria u Concrete Productslnc. Robert OR![* Bemel A. Oremll Jahn Hof 1211 e/2020 12n8ROm 12/200020 drag FeC AW, HVHZ pnedndiwms Category Shutters (501) 712-DW PE-OD48549 (954) 947.0880 Cagey: structural Cmewnenia (321) 7103377 (407) 461-1917 New.gyelp catagw: Spudaal Corw4nte 18+3)850.370? PLI-34245 (35Z SOS-5311 2 Polydass Roof UndedaymeMs (man-HVHZ) Ppyglass roof underlayments, forum in 12/23/2023 No Yes WA aWA/-G22.5 subeatil ft- Panels mikebgallamerksnshune subcategory, Truss, Rota nedw corn 8WC°tegor : Products Introcilcad is a Rewh or prerargda®yahoo FBC.o.HuiFIZjurisdiabons Compliance MaMod: Evaluation Report from a rs.Win Compliance 1111.1had E4.wscm Rpw cone N-Technology Florida Registered Architect or a Licensed Florid. Product Enlu.em Entity Compliance Method: EValuaim Report from a Professional Engineer LL MNSOCtmwm Flonda R.gleteied Mchiteel.. Licensed Flodda Professional Engineer O Ow11NAsaxanes A sil for use Abprovadfa Ue Impact Design tiYe116cABmIlBaOe AMFC%Md fol Uae ADI)MWd for USM Impact Resign Effie Pee Net Yodel. NnmWr a Name Product Decnmon centradigMl■Ilen get in HIVEZ Outside HVHZ ISNttatt Pressure 8ga 0 Ftoduct MOtlal, Num Mrormums Product Deyorliti Contract Expiration PON In HVHZ Outside HVH2 Resistant Presley 1 ITW SCO/Apne How Strength lH&amp: S) Metal Connector Plot. 12131,7024 Yea Yes NIA NIA Aoveved lw use Approved 1, use breact ggp/p 1 249a Gelvanasd Sheet Seam Panels 24g■ Galvanized Steel Storm Panels 121312022 Yes Ys Yes WA 2 ITW BCG/Apins HIn1P Rote Metal Connector Pelt. 12J3112024 Yee Yea NIA NIA fill haduct Model Marla w bmM Product •spear 05252024 In HVHZ Outside HVHZ Beimtw lammume Yea NIA NJA 3 4 ITW SCO/Alone Thum ITW SCG4AIp4nM Wow Metal Connector Pau 12/312024 Md.l Comestapkt. 12J312b24 Yea Yes Yea Yes NIA NIA NA NIA 1 Oualry Precut a Commordel Concrete Products Precast and Prestressed Control. Untels N. essease Florida Deperhnert of Business & Professional Regulation Pop 1 02 Flonda Department of Business & Professional Regulation Building Codes Standards pap.1 d 1 a14Ro21 Florida DepartrDert of Business & Professional Regulation Building Codes Standards Pape, al a e2821 Building Codes and Standards 1W=21 and and Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O L .. Imam IJ.I SOdI EotltV.9c liholmhar A Uproar Validated 0, JaLL G■t mm oat. Amoco FeC Approval gilt Approved atW+e geYt )tat V"Qll Iamulatura EapaLg[ ucrw vMMated cat dada Gat GALboam lnatetea fatm>aed PlICAmnoval data Aa9ralld fum ,£sat 14121 ldldpo ihisudishads ll 9r Qmlod BI2gI—Aura Ome Validated ill, 20 2" Dab Pension Ya119e1td §ygmltlind PSC Ap.eval cat! Approved ai • min Vpplpp Manufacturer Cattle Williapg aaight RA.i.ien mm MiTak Inc Erin Waldo (CC Evaluation ill LLC ]CC Evaluation SOMCa. cam 12021 O0n02071 call Approved Revision 2020 Weyerhaeuser Cd.pay: SkWarel Components Rob Bsld*m IOC EvaluNlon S.rAce. LLC ten Leiter, P.E. 253 92 ) A (Boa) OW22021 10n32020 02/03/2021 A2 —d AwmmaiGm 2020 Alpha Aluminum, Inc. JIM so" WH R. Lucas stern M. Won, PE PE-62514 317-8454 llfl a m20 111612020 111202020 Approved Q �a � Cateptry: SvudaelCmpanaris Ug2)698-6635 LLC. ( Wen.BeidWn QwayerlM Company: Peres Weida (401) SW2005 (717) Truss rbCnpp7.Truss Rol.. tons) 598.9 swelden,p)mLrom 000 tubCdseory: rmpineered Lumber R anECelep.ry: SplRts ascheelumnunne�yenp Evrtirim RepM from a complianceEva Compliance Method: Evauwlm Report Tian a Compliance Method: Evelusbm Re tome o.com Eyelwlbn tinting us"al R Product Ev■tureon Entry a9 Fbrida Registered ArchKwt a a Uamead FloridaPradud Z FLOM 11 f#eduda Profesraal engneer Quality Acareme Aoorgya�/o Use Artificial far l)n know Design Q1Nar Avaaranra Amravad to Ile Ago—s l far Dn peat Rhift rLdmu"&a samadephs ,J affie Proom MoeLMiner or Mama HrffiICLfae9dmdPD C9tlL> arlilGlt In HVHZ QUIdgLmm lusism Pressure $ Product C.wild EimiMtlm Oats jayWZ Wild6i11CS liter Efirul Olritr AsearVe A�iatgat Acoray.df. Use )moor QAaOa tl i M1BAM9 1l ge- high strength boas connector Plate 1 Z1312027 Yea Yap N/A N/A 1 Mcrogem LVL mbe0 Larrineted Vane. Lumber 31312023 No Yea NIA NJA AMAlO,tlla4E Caaae ExtyaL OfL iaa,ugtdmd2 glBltart primmunk 2 M189H8 ids. sups hlgA strength trust connector plate 12l312022 Yes Yes N/A WA 2 Paeilem PSL Parcel Strand Wmper 03/31l1023 No Yea NIA NIA 1 AlphaAIUNnum 8610 Hemp; Veiled Aluminum ellA1pAn AluminumSdd suits; Vented aluminum 07/30R023 No rx No NIA 3 Mil 14 16 g4. truss emnadtr date 121312022 Yes Yes NIA NIA 3 4 mmbr""no LSL TJ Rim Board L.h l 6ted Strand Wm1,er DU31I2OZJ SW CIU lumber a Orlerlletl 91feIM 03/312023 No Yes sib Yea N7A H7A NIA WA CMU &arts; wood 9onIU CMl1 damp; Wood 4 MT10HS 18 Da. Mph Liremplh Iruse connects Pate 121J1 R022 Yes Yea N!A NJA i SpenOsnc boned Rim eoertl SHEET N O 5 MT20HS 20 gat hlph strengm mile toren dos Nate 12/312022 Yea Yee NIA WA S WayerheN.a Rm arortl Onrmtetl Ymntl Based Rim Beero 03/31l2023 No Yea N/A WA B TL18, M718 16 ga. bun canned. pl.te 17212027 Yea Yd. NIA N/A 7 TL20, M729 20 act. Huss gmmacra dates /2A12022 Yea Yea NIA WA August 10, 2022 PA 1.1 J Ll I I 1 X , 11 la _ i I I I II ,M I_ _I �. I Poll D"rwm rlt of Budnees 6 Pl bOmal Regulation a,a, d 2 Building Codes and Sta XW& anw= --- Produl Approval AppM~ Dena rat telBlAt ara am Deb Pm des 2 a lip wrpwo Is It WdwRi UwAn WWa/ar FaOAmml Air toft Altmann 2M Pau Owwow J* e" all le wnsowe" Door JMW L VUCWW. PA ® Milli C?MNM ON/Of= APPMAd caluaa- Yxndaw RD6Won kurvre WAssocl66w CBUCK Eripr6mk q a-b"Me all lkxa try (M1) a"4NM pr1)MI4190 Cerpu6oa askkaer0VM lbn Mirk" Whale Mupros"l proxelOM IMwxn lu! Ill, Mull avmiiLk fi Bub= Beeson 1 $61*Iwo will POW 0 :nabMo# VYgl911Will 1W60VWil(4r■721) alln7f107 No YM Ar +BDLW 2 aerlm14WONShP'RfwmRo sill Xuns VkylWpjt Phxbmw 41rgr xuremn 0210M No vat No .10040 carpaab (M x 00i 8 eels'MI):rqr Mull vam aVeb Mum TMPl6 Owma"Vor ■ 7T) 1101IM0Y No vas No +41 ♦ ewloe t11=arerrlxre Vl a well Nuns TMOOOD-w"VorxBaal Oa12a/J07 No Yes NO .3" 8 feral" 10IM:rvw Mute ~ B1e0 Nona Turn CwrwMu(PLV x 82i oambIjUT No Vol No .3" Sol w0ap16mup VWA Ill Mull Ill o mPpaa(7rxe6.r) Pritam No yr No +awa 7 8e1s 1W20a1er Xume %wokilps MPns YMPrCeep*MMOrms-1) 01na2027 Mo yes No +eerie a awl" lwa:ryr mull vhv:v4rmwewkww(4rxM) Pnrr207 No YM No .3 wa a san*10rea:rear mury " Ingla Xurq Wbidow(M'■WIM) elnea07 NO YM % +2a1.8e 10 Gows IG20:rgr Mrs ~:We*Murgwkw wlarxmlm) ameam No y* Wb .8a.% 11 ewra l0ea:ter mums Vkyteleb Nuns vakmow ('la'x NJ larl7r207 M. vw No .3" 12 0 lORO:r410mule VAMsal Mums wkil(or a72'l 0wtir207 No Yes MD +7a.be 11 a■l"tam ester Mies VWA 9ael muq Trin ow"aa6(wx Mull ISAW20T No vw RD •ae-8a 14 awl" on arer Numq WV 9bar Nuq Turn Owr0d6M(se.rxsaim Oaflaw No van No +3:.16 t1 SON 10fJO wngr III VYyl e6el Nuns Turn oximp06 m Ow Gel Mo Yes Mo ura +a I leles 1WA ter"we Vayl eber Nynalbin Cwivio-P(7r-M 0//512027 NO v* No .4640 17 awl" MO 8416 Mute VAyi Rod WM Ski King F4nMm(10a x 7P) 10005=1 No YM Mo +ip410 !Bt Bmirlaaadrao 4Arols- i WOVE a9lWlHIM BYWu Basella 1 140 Gsn* orTINPnNdMrR Eurrom wAm" 109h WyI MW PNbrnAn* all Mulie (4r x 77) mn7f2or MP yeses Pb +Oa'80 Pnkwr*M* 81e16 Mry 2 110Nn*wThwm6darR L'rrrarnOae RAm,tl prom V■ai kpt P%ANMW al'*mu,q lVrin MOW No Y* No .00-8) hrbrrnan* ekor NAo omrseaa0 M'2' ■ al8 lm awl" RTMwmeWrRalmnPM6 sAvw1l Shah Vky,Blglk Nuns TMpb 0VMa"(109P 72) 06n00077 No Yes No +40140 Moe + t0 aanw wTMrmaarr w Erowrom wAvwd elgr Vk0'i esker Mu,p TMple Oonposaa(10r x OLVI 06121M07 No vw MP +7e1J0 emus RB11da Depa14MQ1( of Bu mess & Prubask nal Rsplintlon Building Codas and $Wxbrds Producl AppMal App(1Capen Detaa %p 1 d 1 ■M63M Oak - ... . Iff III Ede■: - .. . _ RAN at { dLfts na ass . 1110 wit" m..rw■ar ■ aatlari liw66a WIAaMdM FNAMrwd 4661ftilml lasses! AarrMtlwm 200 Pei COrpwl bn J* N6y0eo W4 www wq Dwr T.S. LUM PE• LLC UM4fJ070 07114i W42120i0 AFpoMd 0064 rtx womb" Ill UWWOMWAMOobIbO Mr1)12"486 aroomewa. akar Miry (er 1) 01-am 60*06e00 0801001 C$rPaP n MI Wald Mupodullrow10M Il.00M B1at Bmdlat2maddfa adsetitetkskmam Ill 2MOMLLM Amdom moss 1 Pab is awe anir lump YNndew a X w YlInFlWnxgael sho lYrN wYdow ON'J9f70F7 No Yad Ili -4" 2 Pi 10 awl":rgl Mona W,4m W a ar Voyl "o-ft d eve WAna whdw 07090 22 No yes MD +46V-b 8 PNM 10 Swim :rpm loos ends 6'F' a; V%V Ne 0qw 61r9r r49 MIkUEM O7pafi02 NO vas No •e0100 ♦ P6u l0 w"m area Runs wile 4r ■ 7r Vuy1 wont l 6Md6 Nuq wkxbw an0Y70R2 No 11o1 M -Sam 8 PaylOawl":n*04'awndar irxermmrpw "pw:h&Nu'vwkbw alaw2t7 MO yM No +ea,ae e Pd610 still:Ade IWns wiles it x TT VII1p) NowwP6d 4% Mow wow" w9w on No y* No •10se0 7 !Troll Pp" 10 a6rM:ll Munn wn*w 02.1 W 107 VVy1 NP,-ImpW 401 Munn WM&W 10117003 No y* No +6w 60 Ant Pfi EMIL NUdkbW WMilMlim 2MO AOUROM ftelodaWdido al dw.gr! ANROMU iin AaamaAAalw InKYNI adda.tibli bm d bra A W hm mWm 1 Pail 10 Sal anakt Mills "Na. ar xa8' Mrry1 Non•Mp W Bhsb Nuq Whdsw mf22fJ07 No yes M. +41 2 Poi 10 aRl":nsb l4ns wiles 6CxW`IAlVNon•wa bpad Ski Will WxOwOMJOa No wa Ns +♦a4 a 8 Pub 10 Sail:rqr Morns wndw OsOM= No y* No +aaLaD 4 Poll 10 Bwkw Ene6 Mims wrNow Sr ■Gr VIry1 NwWRMM Shp MM W1k)dw Ow121l No YM No •6:.66 a Pdb108wl":natr MunswndDw WWI a7 Vhy NorJmpw ahals R" WNW 1R170M w y" No +8040 Pm1da DwaltrnaR of Business & Plofeabnd RBgIBMon pp, d1 Building Codes and Standards wlwxm Pnoduck llpprovel AlWilapilm Detsa fah iaYhR aft art gW.hdm RON ilm 11y_.Zlpp momastwo gpgpr wwal.Waaaaa wam d 16PAim" M..Amwi Asw"W llda Amr.man sm Pei Owpanlbn Jw Ill Word wml will Door J6mn* L■uduw. P.E. 4j 07H4r20p 07n41200 O7J201200 APPMM caw"l w.0m P40w Nerlitgo MAM001dbn MUCK Erghlwke aa6C6Mewk, Fiwtl (541) 014M :Bt) 01-M27 cagaes m~ Qv"060on Mwaw UNkq P6A6Pd01wbPPrdrBlOP6 zusamouboub 1l wm Art AmbgLgmitWB slra.AesmY Gastaetiaeimtlsaalr AornaihsLr AMta6aA4lLYa1 WBAS OuawL mi aWr aleaa BNMW boom 1 9" 100 Vkyi uw wAcI v (w x 709 wnw2ml No vw l" +2" 2 ser61070 Vkylaas ""M(10r Xfi ot116202 No Yee MD iiiii a i32 6w11I6 tali VW Fumd wkldew(67 x 90') 67MG02022 No v* Pb •aW80 lol BmdaraeatlWo arlOrAsa70Y aaemevireresara AeepamlllCYu AeomatAYJIY In OM cumbb M aYd aurae AlYrtet msoe 1 al 1w10 1ArM e.rd whd,w Ma' x7s'} 0n672004 w v* No .26Ws 2 61 "1" V6EFawu Wrldow (tOrxN9 117nwitD4 No Yes No +2a.2a i ewe lem I"Pond Whlll x In Well No Vol w +60W Fkm%a Deparonara of Business dt Plofewlonal RBgu blow Fap.1 d l P1oMds DeparBnent of Business 6 Pfolesilonal Regulation fNp+ d, RoMds DepaMlerK of &Wrms 6 Pmotsesi0nal RsgulatlOn pap 1 dl Building Codas and Slandwds anW= Building Codes all Standards wreJoa Building Codes and Sta % ds ail rnn PrNWAppmvslAppdgibllD*W PPoduatAppm"IlAppn-l-R, Debti Pre"ApprovalApplbsti, DBWI .. am tau NWtat aaa Ines araelaMM go rat EeWace 00 no MMLPades m !1da � Nomdpo er Spal uw... walel 1_4ll�elk l MCA ffia l lye 111111MI Io ludo modkd= go" Mdmmum ]ill 111miml EIGAMMI Aped l law TM %Mo ea Alessm bpi g islets lJr*a tAHAea6 W FBCAaw6rd Mai imm A/kmdtrr 20M PW OwMrreDn Jw FMYOw+a" wilowwNDow Jan* LBu6■w.PE.a lmill0>D C7114120a 07J20rAw App-mill A6lMill 20M Pau Cwpwdbn J*a ml Bee Mroenw.adMIN PE T.E. WM PE, LLC M40M o7114l 07I7012M Apposed ^WWI n 2m PBY C4rpwdbn Joe xrieelt sane wndwx ON Door JIMn6s LBkeaw.PE.G Pin4MX 0171412079 07f1 App~ cal wnbw6 RD~ MwxbduvA6poorlb, CauGf Ens 401 cowl: wmbaM RDOklon Ps4l (ee1)s26440 *Mawr Ei nom RD~ NwiMbORWAMoDMbr1 CBUCKErgkeweq SAC '10 -MwMwddarw PP41)an 4C4 MB1)i14W ex6Cplowp N■wwadall (a41)021dW6 sxaaabewl5 III erlw MwAewre/w 041)e2tww (le1)4114A71 cwMplWaws Mal cam1 l lOn Ml R L1dhs polemawappm"Ifte ORaOWw a4aRe avalu6ln —Doi Pas6ProAnMFONMdOPa C—PIllo a adbk OwNw bn MRk w Uaihs pd.pw+�pP^r4alp► Ir.mm ndil6 RleMOwed AmmMM w e Lltans* Rorld6 Till"llwiff Ir.00m Poll Proraaabrxx Fgbw gmdkAr Aes>•slAtJlea AmtJYSLY low awn 9s16tAaaanOea Asa[aslla:Laa AarasllrJiss war aaeaG lWaE LoBtntAeshWB maw WOIS al0lilklm holm maaem amol AwaNPdIII it" AapriIll —b"I !Wl" lest mistmrtlW aae9AetiarulWtat InMYN ommi 8 Aumwt mmrk 1 awl" 1wa akaq VA Vkyl ekdkq Wndow MIX w NO. Mlw x w l atr27n02e NO YM No +iw,70 iwt A modmixiialftijEfiges B2KNK2LMww COSMOS ugreen Dab InK clil It- E� 1 GRIM 1amm skdlr9orN 00w Vke124W&1'0x• rklpe GhM Dew(W Nile') 1,go120, mo vo W -25M 2 Ww1ml0M:insVl Vkyl Bill VPMdoa(VX w NO, ni art 031MAI08 No Vea % +i�Fa6 1 aWs108Nnpwilw ewbs 10YWF1*nWSMFGMmMws Mill No Yea No NIA 2 son"loRW2i 8ulre016w lbw Will Bkeb POW Fbad Nr Dow"M W1110' 0af1aN612 No Yaa w +able a awls lar20aka1q Mlkdw VYM Sol MOM max, llI an O0r om No yes No +90wo 2Illl•) 4 "in IQ" Vol Williwr/i B�aremwowpl :iwx all P027720i MID yM Ms +38..25 i 6RIft IW006eMlrgtilw DOw YAM 2416MI'Mr WWI Pew Dpw(MI In 1a1a6f2G2t Me yes No +DwAp ♦ awl" 102M 4001n001"s 11 M VYM BIpb Pwisl Fbid IV Owl (VINM 47-W. 01126701 No vw ab-1I4� OMYrAMwwr ANMMLrsr 1W hall far We —b"w NIS!. Ast mrretOnedrleB salsa zaeadaaa k txm guwdL mz Aeeaael ram 1 awl" 140 Or EIII mpwe wAwntl:harp Paw Door Vl244 1 V r 91" fall* Door (ablfr x MA40ml NO YM No +ml 90.1R') 2 sew IS) 9rwwnpm RAwnl alms aim Dow vkM abet PAW Fbmd'O' Dw (MwM 961)r x Wall No y* No +4" 61-in a ls awlS) Enmmpa*RAwml:keq Pail Dow 14rrY1244,W'071"S" Ohm Dow(7r■i�') OLID50 2 NO Vk6 Pb 6IA6 •7 ♦ eels"Imw 8. plMOrAMMWW OMMflow rips akels PwW FU R7-Door (WwM 47-111rx One202 NO yM IM +2" Galin fummkagLftdmft gmdk n Ak all,, Ujim AoelimAhelw lam antis Alai BmdlrtamatWD relrsr6adtaals WOAIi Qdw6LIlm BUMM Bessas 1 awl" IM w Pimmpese orAws"81 rq 04 Dow " 241nd'Ox' slabs Pew Door iml x OM4001 No yes Ns +20620 slim 2 a.M 19) w Emnpsw wMrlamm OMMOoor VWA Gkeb Plow Fbae 10' Dow am"I q Will ■ OMNI No yes Ids .41li $1.191 a rl" 66100:00" p6ww W1161taq Ors Dow VnA 24am*'Or are Pei Dwr(M a In0504MM No vee ro Nw'ae 4 aanw im allml * wAwne:M'We OlMlbor Vl Beef PwW Fill 10' now MMI% 47-lAr. 021tM012 NO yes ND •'Jw a1 will Panda Depeiti mR of Business i Pmdesslonal RagldaUOrt Building Codes and Slandeeds Product ApprovalApplkall, DOW Pap1 fl mni sat Comm ids go arafhdes alp BM "ll aa■dM■rwncAwM aB AJA _ flown Alknla6on 20so ►6u Cwpadbn J* P16p0lln &I VAN so wl TA. LuIK PE. LLC 071141 07n40070 ill ew@"V WROOM fu611*n P&"ii (Sr1)na440 ea60alewle Filled (a41) MI-mme 0000 w asaka4 voluslun Report from a p61Mro0uoYpproxw�ra FIaNa RMMond Aranlyd w a Lbomud Psi Ilaaem ProreslOrW Ergxxler PawAMia/e0 AOalund W Yel kwo Dodo PrAW aid. Muni RMdnr Mddd[rwdB00n 004"a fiakel DNa In MNo oubwNNOt P40200 a�aan 1 10swba FAW Fbwd 10 aRr. vY FMp sod MlY dot pMs17011 ores vda No MIA N (D V I (D W U a) 0_o 0 C .� Ca U 'C3 �— - cu C Q Cc 00a. im O ^^'' W O LL 0 cu D cn O O L .Q 4 — .c ` U vJ 1L Q e+rs N O d Z � 0 C fro m C 014V x N C d ffl w � Q GD N =. ]C e7 o c c ar m cC cJ m i w r3 N C L r0 c1- D cn E z cn o > L CL o CL Q L U O L CL . ■ ■ O L W Z Z J Z Q J d August 10, 2022 SHEET NO. PA 1,2 .}e O L (n > U N O tL. � • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals Mated below, C LICK HERE. Updated 12f3012020 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks 10 all SST approvals [sled belay, CLICK HERE Updated 1N302020 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to SST approvals listed below. CLICK HERE Updated 1260202/) • Simpson Strong -Tie 2020 FBC Approved Products For drect Inks to all SST approvals Isted belay, gLIC K HERE. Updated 12rWN20 Q O O ®. all (rR L.L + For additional information regarding Florida's Statewide Product Approval System and Mana-0ade County Notice of Acceptance (NOA), CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System end Msn! Dade County Notice or Acceptance INCA), CLICK HERE. _'_i For etldi[kmal information regarding Fldnda's 0elewYfe Product Approval System end Mami-0ade County Notice or Acceptance (NOA). CLICK HGRC. For addtbnel Information regarding Florida's Statewide FTarLct Approval System end Mamt-Dade County Notice air Acceptance MCA), CLICK HEIeE +a,I U N W U) -.-� FL#235S-R7 FLM0446-R6 FLM0456.R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- � � U co U) 9116" and heights ranging from 4-5i 16" toll" Concealed flange -0 a product Modal. Number or Neme Product Desorption Ing Produet Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description version (HUSC) available for models having width equal to or O • 1 Titan Stainless Steel Concrete & Masonry Screw y (TTN-SS) 1/4" diameter Titan stainless steel masonry snow 1 A21. A23, A33, A34, A36, A44 Angles 1 BT, BTe, B7H Brick Ties greater than 3-9116" C O L L O 2 APA21, APA4, APAO, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14; CMSTCI6 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.718" to 3. 0 Q 3 APB44, AP844R, APVB66, APB66R, APW APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Saws se 3 CS14, CSi6, CS18, CS20, CS22 Coiled Straps 5f8" and heights ranging from 9-114" to 16' O L.L _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APV888R, APV81010, APV81DI OR 4 CSHP16, CSHP20 Coiled Shops 13 LGU3.25-SDS, LGU383-SDS, LGUS 25-SDS Face -mount hangers (� O .fir q, - (a 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Jost Ties 6 CTS210 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers -0 O JW Product Model. Number or Name Product Descriptlon APVD.IT2R-8 O DSP, SSP, TSP Stud to Plate tie IS LUC26Z, LUC21 OZ Face -mount hangers .(n C C O 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HiOA, H2.5A, H3, H6, H72, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-W16" to 4- L Q 2 SD9112, SD9212, SDI0112. SDI0212 Strong -Drive SO Connector Screw 6 APL4, APLO, APT4, APT6, APVL4, APVLS, AP'VT4. APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/B" and heights ranging from 3" to 10-1 S16" (n O CV 3 SD9112SS, 5D92125S Strong -Drive SD Connector SS Scree 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SOS, MGU5.60-SDS, MGU5.e2-SDS, MGU7.00-SDS Face -mount hangers C ^ �- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- f- V J Q SDCF221134, SDCF221334, SDCF271968, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5. HSTO Straight Straps 118" and heights ranging from 6-16M 6" to 19.1/7'. 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858. SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJ74Z, CJT5Z, CJ76Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28 HTS30. HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 8KTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614. SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9118" and heights ranging from 3-1116" to 13-314" 7 SDS25112 SDS25134, SOS2520C, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255001 SDS25800, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only scuts flange is concealed. 8 SDS25112SS, SOS252005S, SOS25212SS, SDS25300SS. S0625312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-91/8" to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-Ficor Screw 18 H2A, H2.5T, H8; HIOA-2, H1DS, H14, HGAIO Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap O"and heights ranging from 2.518"to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL310007-RS 19 KB.S1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA16, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#MD667-R6 20 L30, L50, L70, L90 Angles 22 11 MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Product Model. Number or Name Product Descrption 21 LCE4 Post Cap 23 MSTC48133, MSTC8883 Pre -Bent Straps gee Y �duM Modal. Number or Name Product Deacrtptlon 1 ATR3/8, AT Ri/2, ATR5l8, ATR314 Threaded Rods 22 LS30, L650, LS70, LS90 Skewable Angles 24 MSTI26, MST136, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18, MTS20, MT824C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to W'. 3 BP318.2, BP1/2, BP112-3, BP5/8-2, BP518-3, BP3/4, BP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ28RZ, LSSJ2%2, LSSJ28RZ, LSSJ21OLZ, LSSJ21URZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-10, NCA2x10-18, NCA2x12-1O Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 4 CNW3/8, CNW1/2, CNW518, CNW3/4, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 25 LSSRI 61, LSSR2.1, LSSR2.37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW812, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTU055, CTUD65, CTUD6e, CTU075, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS113, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wdthe ranging from 1-112'to 3- CTUO98, CTUD99 27 ML23Z, MI24Z, ML26Z, ML23Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie-Dawvn 30 SPt, SP2, SP4, SP6, SPS Stud Plate TO 4 DGHF sense hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTU03B, RTUD4, RTUD48 RTUDS RTUD6, RTUD7, RTUD8 Ratchetng Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, S63, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to & 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST8215, STO224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/7'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TWO, T838, TB42, T848, TB54, TB56.. TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3.518" to 7- 11 URS4 112" Uplift Rod RunTledown System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB1Q TW812, 71NBI4 Wall Bracing 1/4" and heights ranging from 11-1f4" to 37'. 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC.. STCT, DTC HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 8-718" 13 URSO 3/4" Uplift Rod Run Tledown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WBiOOC, W8120, WB126C, WB143C Wall &acing and heights ranging from 8-1l2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32". F1.910441-R6 FL1R10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9118" l0 7- FL#10447-RS 1f2"and heights ranging from 8" tc 30". sad s Product Model, Number or Name Product Description Jed k Product Model. Number or Name product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Self # Product Model, Number or Name Product Description 1 CBH2 37x5.5, C8H2.37x7 83, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1 /7'to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HD48, HHOO11, HHDO14 Hold-down 2 DSC2R-SDS3. DSC2LSDS3, DSC5RSD83, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 19116" to 3-9116" and heights 7/8" and heights ranging from 7-1 /7' to 32' 4 HOU2. HDU4. HDUS. HOU8, HOW 1. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23.15110". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7. 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.2raSDS, HGU5.50-SDS, HGU5.62SOS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". O LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1 81. HHRC44, HHRC5.250.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/10" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8" to 7• 9/18" and heights ranging from 18" to 26" 8 MPAI32, MRAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 318" and heights ranging from 6-6/16"to 12-718". 14 HUSTF series hangers Top flangejoist hangers available In widths ranging from 3.118" to 9 PA18, PA23, PA28. PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU525-SDS, HHGU5 50-SDS, HHGU5.82-SDS, HHGU7 e0-SDS, HHGU7 25-SDS, Face -mount hangers 3-9116' and heights ranging from 5.3/6" to 13-VS" 10 PAI18, PA123. PAI28. PAI35 Strap -style purlin anchor 8 LSU26. LSSU28. LSSU210 Light Slopeablel8kewable U Hanger HHGU9.DD-SDS 15 HUTF HUCTF series hangers Top flange, hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2. HHUS28.2. HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3.7116'to 15" Concealed flange 12 STH014. STHD14RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS7 2511 D version (HUCTF) available for all models having "Aft equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers *variable in widths ranging from 3- greater than 2-9/16". M THAC422, THA426. THA422-2, THA4213-2 118" to 5.118" and heights ranging from 43/4" to 15-3f4". 16 HWP series hangers Top flange hangars available in wdths ranging from 1-9/16" to 7- 12 THAI1 81/22, THAl2.06M, THAl2.1122, THA1222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5318" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmadels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in wddths ranging from 1.9/10" to 7- till 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU20.2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 37' 15 THJM2-4 SDS3, THJM2-5-SDS3, THJU28; THJU26 W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in vddths ranging from 1-9118" to 3- y 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.1/4". Concealed flange 5/8" and heights ranging from 9-1 /8" to 16' Z C 17 VPA2, VPA25, VPA3, VPA35, VPA4 Var able Pitch Connectors version (HUC) available for all modes having with equal In or 19 JB series hangers Top flange hangers available in width of 1-9116" and heghts Q a r- o 18 VTCR ValleyTruseClip greeter then 2-9/16" ranging from 9 9 "9 e9 M 10 HUC01.81/9-SDS, HUC01 81/11-SDS, HUCQ210-2SOS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights co T1 troi_ x SDS, HUC0410-SDS, HUCQ412-SDS, H0005 25/9-SDS, HUC05.25/11-SDS, HUCQ610- ranging from "IO" bo 13-i/8" c= SDS, HUC0612-SDS N -- r p7 air X E w c o u - Q 3 � cep c tj , di = � = E to 0 C� ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated fiM020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 123(220 ®Fa direct Inks to all SST approvals Isted balay. CLICK HERE For direct Inks to ell SST approvals listed belay, CLICK HERE 6 C= For direct Inks to all SST approvals laled below, CLICK HERE. C= For direct lnki to all SST apbrovels listed below, CLICK HERE, For additional information regarding Flandi's Statewide Product Approval System and Main -Dade Canty Notice of Acceptance INCA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-0ade County Notice of Acceptance (NOA), LUCK HERE. « For additional information regarding Florida's Statewide Product Approval System and Mam-0ede Canty Notice of Acceptance (NOA). CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA), u(;K HERE. 21 LB series hangers Top flange hangers available in width of 1 9118" and heights FL1r11468-RS 18 SfLBV1.56, S/LBV1.81, S/LBV2.06, SJ1-BV2.37, SlLBV2.56, S/LBV2.88, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6-3/8" to 15-118" SILBV3 56, S/LBV3.62., S1LBV4 06, SILBV4.12, S/LBV428, S1LBV4.75, S/LBV5.60 a Strong -Bolt 2 (STB2, STB2.4SS, STB32.8SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ saner, hangers Top flange hangers available In width of 1-9/16" and heights Seal Product Model. Number or Name Product Description 19 SILTT20, SIDTT2Z, S/HTT14, HTT4, HT75 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/18" to 13-1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMSTOO, SIMST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-1­116SS, THD-CS, THD-CS6SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SPS Stud Plate Ties available with hex head In carbon steel and Types 304 and 318 718" and heights ranging from 9" to 33-1r2'. 3 HUCQ210-2SOS, HUCQ210-3-SDS, HUC0310-SOS Joist Hanger 22 SSP, DSP, TSP Stu d Plate Ties stainless steel, or wrath countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7' 5 THGQ2-SDS3, THGQ3-SOS4 5, THGQH2SDS3, THGQH3-SDS4 5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- e THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete I18" and heights ranging from 9-1/4" to 24' THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 19/16" and heights 10 Wedge All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118", FLtf11473-R5 FL#13904-RS 27 RR Ridge ratter connector 28 WP series hangers Top flange hangars available in widths ranging from 1-9/16" to 7- Sed # Product Modal. Number or Name Product Description 1=1 Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.02-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.02-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 02SOSG CCTQMS.SO-SDSG, CCCOM3 62SDSG CCCQM4 62SDSG, Product Model, Number or Name Product Description 3 H10, 1­11113S, H16-2. H18-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete at masonry FL#10060-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-Kr, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALiO, HE-TAL20 Embedded Truss Anchor ECCLLQMD4.132G-KT, ECCLLQMD6.500-KT, ECCLROMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP Si High -Strength Epoxy Adhesive for masonry }� $09 Product Modal. Number or Name Product Description 6 HGAM1D. HMO Masonry retroft connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry ^' 1 ABA44, ABA44R, ABA46, ABA46R. ABA86. ABA66R Adjustable Post Base 7 HHETA16.. HHETA20. HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUM7,00, HGUM7.25, HGUM9 00 Heavy Masonry Hangers 5 6 Tiben 2 (TTN2) THD-HBSS, THD-CSOSS) Then 2 Screw Anchor for Concrete Titan HD Heavy Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46. ASU46R. ABU5.5, ABU5.6. ABU65, ABU66, ASU06R, ABU88, Adjustable Post Bess 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2. LGUM28.3, LGUM28.4, LGUM210_2, Masonry Beam Hangers Tilton HD (THD-H4SS, -Duty W ABU88R, ABUI010. ABUiOIOR. ABU7212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM2103. LGUM210-4, LGUM48. LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ASW44RZ, ABW46Z, ABW40RZ, ASW66Z, ABWB6RZ. ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9 25, MBHA3 .12111 25, MBHA3.56f7.25, MBHA3.58/9.25, MSHA3 56/11.25, Masonry Top Flange Beam Hangers countersunk head Titan Turbo Screw Anchor for v J 4 AC4, AC41R, ACE4, ACB, AC8R, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11 88, MBHA3.56114, MBHA3 56/16, MBHA3 56/18. MBHA5.60/7 25. 7 Titan Turbo (TIM concrete or masonry 5 SC4, BC46, BC4R, BCB, BCBR, SCS, BCS2-2/4, SCS2-3/6 Post Cap 12 MTSMt6, mrSM20, HTSM16, HTSM20 Twiat Strap for Masonry MBHA5.5019 25, MBHA5.50/11 25, MBHA5.50/11.88, MEIHA5 50114, MSHA5 50/16. e C844, CS46, C848, CB88, CBBS Embedded Column Base MBHA5.50118 ICU 7 CBSCM-SDS2. CBSQ48-SDS2, CBSQ66-SDS2, C89086-SDS2, CSSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3,56/11.25, M13HU3.56111.88, MBHU3,56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-Ir2" and FLV 1498,R5 MBHU3.56118, MBHU5.5019.25, MBHU6 50/11,25, MBHU5.50111.88. MBHU5.50/14, MBHU5.50/10, MSHU5.50118 -d&l Product Model. Number or Name Product Description CU O 9 CCQSDS2.5 ECCQ-SOS2.5 Series W2 ranging from 3.518" to 7.1/2" Screwed column caps wisi W1 ranging from 3-1/4" to 9.1/7' and Ryga Product Model. Number or Name Product Description 1 X3481010.5K, X1$1016, X1 B1018-4K XQi $1010. X018101 6-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screw^ with #3 Lr. W2 ranging from 3.5/8" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point Q 10 CPT44Z, CPTOeZ. CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RB 2 XLQI14TI224. XLQ11481224QK #12.24 Strong -Drive XL Large -Head Metal Self -Drilling. Tapping ^ 11 EPB44A, EP844, EP646, EPB66 Embedded Post Base 3 H03B, HD5B, HD76, HD96 Bolted Holdowns Product Description 3 XMQ11461224, XMQ114BI224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 12 13 EPS4Z LCB44, LCB66 Embedded Post Base Embedded Column Base 4 5 HTT4, HTTS, HTT5-314 LTTIO, LTT206, LTT131 Tension Ties Light Tension Ties Sod # 1 Product del, Number or Name Model, SDW2230Q SDW22338, SDW22438, SDW22458, SOW22500, SDN22600, SOW22638, Strong -Drive SDW EWP-PLY and 1"RUSS-PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22834 4 XQ114S1224. X011481224-2.6K X114S1224, X0112S1224, X011281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MP644Z, MPBWZ, MPB88Z Moment Post Base 2 SDWC154W SDWC15600 Strong -Drive SOWC TRUSS Screw 5 XU34S1016, XU34BI016-5K Drill Point #10-16 Strong-Dnve XU Metal Sop -Drilling, Tapping Screws with 16 PB44, P844R, PB46,. PBW. P86GR Embedded Post Base FU1113625-R5 3 SDWH193WDB, SDWH104OODB, SDWHIO6O0DS, SDWHI980ODB, SOWHI91000DS Strong -Drive SDWH TIMBER-HEXScrew 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH274ODG, SOWH278WG SDWH278ODG, SDWH2710DOG, SDWH27120DG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base JQW Product Model. Number or Name Product Description 5 SOWS16212, SDWS16300, SIDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw O 19 PC44.18. PC4e-18, PC48-18. PC84.16, PC60.16. EPC44-16. EPC4l EPC48-18, Post Cap 1 995t&24, SB7/8x24, SB1x30 SS Anchor Botts O SDWS19800, SOWS19712, SDVVS22400,SDWS22500 SlOWS22512, SOWS22800. Strong -Drive SDWS TIMBER Screw (Interior Grade) L EP064-16, EPC86-16 2 SSTB16, SST620, SSTB24, SSTB28, SSTB34, SSTB36. SST81 OL, SST820L, SSTB24L, SSTS Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SOWS221100. SDWS221200, SDWS221500 FL#35320-Rig 20 PC4Z. PC4RZ, PCOZ, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPCORZ. EPC8Z, Post Cap SSTB28L 7 SDW522300D8 SOWS224000B. SDWS225001)B, SOWS22800DB, SOWS2280008, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-BZ Post Base 8 SDWS22312OBB, SDWS22512DB13 Outdoor Accents Structural Wood Screw 1 OSSC843.5, DSSCB48, OSSC648, DSHS Bypass Framing Drift Strut Connector (� 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDW527400SS. SDWS27500SS, SDWS276OOSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845 5. FCB47 5. FC949 5, FC8411 5 Bypass Framing Fixed -Clip Connector jAr� V�/ SDWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHS03491016, FPHSD34B1016.5K. FPHSD34SI214, #10-15 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self. Ste% Product Model, Numbar or Name Product Description 1D SDVVV13400 Stong-DrNs SDVW SOLE -TO -RIM Screw FPHSD3481214, FPHSD34B1214-5K Drilling, Tapping Screws FL#I0866-RS 1 CMST12. CMST14, CMSTCI6, G514, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hax-Head Washer 4 LSFC2.25, LSFC4 25, LSFC8.25, SFC2.25, SFC4 25, SFC6.25 Steel Framing Connector m 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSC2.25. SSC4.25. SSOO25, MSSC2.25, MSSC4.25, MSSC6 25, Steel Stud Connectors 9aa # Product Modal, Number or Name Product Description MSTI48, MSTI60, MSTI72, S/MST27, S/MST37, SIMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL#15KI-R3 6 RCKW3, RCKM.5, RCKW7,5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SOB43 5, SCB45 5, SC647 5, 90649 5, SCS411 5, MSC645.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-6. GH46-8, GH48-6, GH48-8, 01-1410-6, GH410-8, GH66-8, GH66-8, GH68.6, GH68 Girder Hanger 5 LSTA9, LSTA12, LSTA16. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115. ST2215 Straps 33 mil (20 go) %Ag_f Product Model, Number or Name Product Description 8 SCS32S197, SCS62 5/97. SCS82-5/118, SCS82 51118 Bypass Framing Connector 8, GH81 O.B, GH610-8 6 LSUSH3.25, SUSH325, MSUBH325 Bridging Connector 1 AS 18. AS ISS5, AS 1838 18 ga Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C. GLBSD, GL87A, GL878, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT812, GLBTS18, GBLT816, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 go Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST5224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Sir spa 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong-Dnve XLSH Shouldered Self -Drilling, Tapping mew LL1 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MST086, fill ST6236 Straps 68 mil (14 go) 8 UFPiOSDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, M7830, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQt 131016-4K, X01S1214, XQ181214.3,SK, XQ7881224, X07881224-3K, #10-16, W1 2-14. and #12.24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S/81.81, 382.06, SIB2.37, SIB2.56, S/82.68, StS3.12. SIB3.56, 5183.62, VB4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224: X011491224-2 5K, XQ112S1224, XQ112B1224-2K, X3461018.5K, X1 S1016, X1 B1018.4K, Xi S1214, X1 B1214.3 5 K Tapping Screws Q 504,12. S/B4.28, S/64.75, S/B5.50 Z 13 SISA2.12/8, SIBA2.12/1 Or SIBA2.1211 Z SlBA2.12/14, S/BA4.18/8. SJBA4.18/10, Top Flange Joist Hangers $gig j Product Model. Number or Name Product Description SIBA4.18112. S/6A4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 SIH 1A Hurricane Tie 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S(HD8S, Si1-1088, SIHDiOS, SIHDIOB, SiHDiSS, S/HD156 Holdowns 3 PDPA, PDPA-K, POPA-MG, POPAT, POPAT K, PILAW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SIHDU4, S11HDUO, SiHDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-14, PCLDPA, PECLDPA, PTRHA3, PTRHA4 Q- 17 S/JCT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. 4 August 10 20221 PA 1 3 ■ I L-1 Il-- -_ _ _ 1 _ II_ ___L_- - _-mil _. .1 I I I I I !1 II - l 1 1 L I ' 11 11__ II I'I I_ ' I 1 !r W e; ) MIAM �� � D"E CottNW PGT Isd�ltstries, Inc. PGT Industries, Inc. -� > L C PReMUCTCONTROI. SECriM*i 26 PGT Industries. Inc. Q O Q' O L_ 11805 SW Street, Roaml2aa DEPARTMQTOF NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEDO C � -0 n REGULATORY A"ECt0SUC RESOttlt:e�ESMM) Mum P]a� 33175-2474 � BOARD AND CODE ADImr$TRATIONDTV SIO-t T M6) 3iS-2390 F (7W 315-25" NOTICE OF ACCEPTANCE: E171DENCE SUBMITTED � C-) (D � NOTICE OF ACCEPTANCE (NOA) ww•wMia>�dade_tevleteaomi .\i 1. Evidence submitted under previous NOA D. QUALITii ASS[MLNCE - � C � (D Cn A. DRAWINGS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ N -p U -a .0 O PGT Industries, Inc. 1070 Technology Dr h e, 1 _ Mamifachw!r s die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 � -= (DNorth � Venice, FL 34276 (Submifted under' NOA ?1a.11-0107. 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERLAL CERMCATIONS � 0 t.L SCOPE: 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA aW% sheets 1 3) Water Ret Zmce Test, per FBC, TAS 20294_ 1. Notice of Acceptance No_ 1.."528.14 issued to Vision Extrusion Limited fortheir co 0 Co j This NOA is being issued under the applicable rules and regulations governing the use of constroctionmattrials. The through 21 of 21, prepared by manufactures, dated 10105/15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 20194 ` M%ke Rigid PVC Exterior Extrusions for Windows and Doors". dated 08/ 13 /15. O cn_ -00 documentation submitted has been reviewed and accepted by Miami -Dade CourdyyRER -Product Control Section to 04105/17, signed and sealed by A_ Lynn Miller, P.E. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 expiring on 093 WI9. a) -6-0C be used w Miami Da&- ICoeanty and Quint areas where silou-W by die A u&ority Having Juria&Wx (AHJ), 6) Fenced Entry Test, per FBC. TAS 202-94 2. Notice of Acceptance No.1b-0920,09 issued to Vision Extnhsion Limited for their " 7E cn This NOA shall not be valid after the expiration date statedbelow_ The Miami -Dade County Product Cmtrol Section B. TEST'S along with marled -up drawings and installation diagram of viayi sliding glass door, prepared 10100 Tan 202 and hghfer Shades (Non-M'Ilite) Rigid PVC Exterior Extrusions for �--- � .O_ Cn Q (In lKami Dade County) and+'or the AHJ (in areas other than Miami Dade Cmnry) re s erve the right to have this 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc., Test Rrport No. FTL 8549, dated 11106115, signed and Windows and Doors", dated 12/0816, expiring on 12129Q 1 _ product or tested for quality assenanceputpom. If this product ormateriat fails to pedormin tie accepted 2) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E., (Text report revised on 12/0445 and 0211116) 3- Notice of Acceptance No.1."529.15 issued to Vision Extnhsion Limited for their manner, thematmlictures will incur the expense of such testing and the AH7mayimmedudelyrevoke, mo&fy, or 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) i11tite Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction_ RER reserves the right to revolve this acceptance, if it is detemnned byMiami-Dade County Product Co�rol Section that this product or material fails to akmg withm2tkedup drawings and installation diagram ofvinyl sliding glass door, prepared 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 Windows and Doors", dated 0&13115. expiring an 0913049_ meet tie requirements of the applicsbie building code_ by Fenestration Testing Lab, Inc., Test Retort Nat_ FTL 9717, dated 11107.115, signed and 3) Water Resistance Test, per FBC, TAS 202-94_ 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is apprmvdas describedheein andhas been designed to comply with the Florida Building Code_ sealed by Idalmis Ortega, P_ E. (Test report revised on 02/15116 and 0124i16) 4) Large Missile Impad Test per FBC, TAS 201-94 Inc. for their " TAiN 3040 and Lighter Shades (lion-AAUe) Rigid PVC Exterior including the High Velocity Hunricane Zone. 2, Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09/15/16_ expiring on 0204121 _ DESCRIPTION: Series "5570r 770'° 5 m} 1 SOding Glass Door (Reinforced) w/sa o 90° & I354 corners-Lsid.L 2} Ustifoe4n Static Air Pressure Test, per FBC, TAS 20294 along with mar3cedup drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No_ 16-0712.44 issued to ENERGI Fenestration Solutions USA, titled "Vinyl Sliding Glass Door NOA shear APPROVAL DOCL�T:Drawing No. N D-5570ARerB, my! g (L1", 3) Water Resistance Test, per FBC. TAS 202-94_ try Fe�tmtm Testing Lab_ Inc_, Test Report No. FTL 8552, dated 12104115, signed and Inc_ for their "Bronze and Lighter Shades of Cap C oared Rigid PVC Exterior 1 through 21 of 21, prepared by mamfactusw, dated 1 t OSi 15 and last revised on 02JO 121, signed and sealed by 4) Loge Missile Impact Test per FBC, TAS 20194 sealed by Idalmis Ortega, P. E_ (Teesstt report revised on 02i15,2016} Extrusivns for Windows s and Doom' dated 09,15116: expiring on U4}16+20_ A. Lynn Miller, P.E__ bearing the Miami -Dade County Product Control Reinsion stamp with the Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pn sum Test, per FBC, TAS 20294 6, Notice of Acceptance No_ 16-0712,03 issued to ENERGI Fenestration Solutions USA, "White Acceptance member and expiration date by the Miami -Dade County Product Control Sections 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 Inc. for their Rigid PA'C Exterior Extrusions for Windows and Donors" dated 1TI55II.E LMP ACT RATLITG: Large and Smallbfissi3e Impact Resistant along with maiked uinstallation p drawings and diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 08/10117, expiring on 0228/18. Limitations: by Fe'n ratiean Testing Lab, Inc., Test Report No. FII. 8546, dated 1110S�115, signed and along with marked -up drawings and installation diagram ofvinyl sliding glass door, pr epared 7. Test reports No(s). 10-002-79?(A), i 0-o6-Ad05?7, 5357 3-09. per A►STM1E-84, 1 _ See table 1 (sheet ) and table 2 (sheet D for applicable SGD unit sizes, desih pressures, reinforcements types, sealed by Idahnis Ortega, P. E_ Civil report rIe°vised on 01,104/16 and 02/1I r2016) by Fern Mation Testing Lab, Inc., Tit Report No. FTL 6638 (samples A-1 thru A-22), dated ASTND 1929 and AS'IND-635. issued by EXOVA to Vision Extnrsion for cellulosic glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirements in 1 I thru 16_ 3. Test report an 1) Air Infiltration Test, per FBC, TAS 2.02-94 11 /19110- signed and scaled by Jorge A_ Canso, P_ E. (Suburirled under 1� O 4 A'& U- composite material. 2. Rigid White PVC, Tan (Non -white) Rigid FVC andBrown coated (Painted or laminated) white Rigid PVC to be 2) Undbruo Static Air Pressure Test: per FBC, TAS 20294 01 #!% 0!) (Submitted render .VO.4 :1'ea.11-010%D4) labeled per referenced NOA'srequiremrats. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 8_ Notice of Acceptance No. 14-0916.11 issued to gruaray America., Inc_ for their 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4) Large Missile Intact Test per FBC, TAS 20194 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "SeiLUTGla.s+g (Clear and 'White) Interlayee. biting on 07iO4/18. 4. Pocket walls under separate approval, to be revievo ed by Budding official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9_ Notice of Acceptance No.16-1117.01 "issued to Kuruay America, Inc_ for than L ARELL"+TG: Each unit shall bear a pentnanent label with the mmasfacturee's name or logo. city, state and series and 6) Feed Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ' Treaufelt Ulu aclear, Clear and Collar PtiB Interlayer!C, expiring on 0710819. following statementr "Miami Dade County Product Control Approved", nosed herein along with marked -up drawings and installation dugr'am ofvmyl sliding glass door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 20394 RENEWAL of this NOA shall be considered after a nmeural application has been filedand there has beehno by Fenestration Testing Lab„ Inc., Test Report No_ FTL 8547, dated 12104/15, signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. STATEhINTS change m the applicable budding code negatively affecting the performance ofthis product_ sealed by Idalmis Ortega, P. E. (Test report miwd on 02/15/16) along with manned -up drawings and installation diagram of vinyl sliding glass door, prepared 1. Statement letter ofconformance with FBC-5* Edition (2014) and FBCAO Edition TERM ATION of this NOA will occur after the expiation date or if there has been a revisim. er change in the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Test Lab, Inc_, Test R No- 6337 A-1 tbru A-5 , dated � �t - { ) (201 issued b manufacturer, dated 08114/17, & sealed L Miller, P_E_ � Y signed by Y� materials, use, and•'or n am,> wtur • ofthe product or process. `INfisuse of this NOA as anendotse wart of any product, 2) Uniform Static Air Pressure Test: per FBC, TAS 202-94 12106r10, sigthtd and seait!:d by Jorge A CauSo, P. E_ (Submitted outer il'Q.111'0.11- 2_ Statement letter of financial interest, dated 0411&+'17. issuer! by mean facturer, signedmi for sales, advesrhaing or any otherpuiposes shall automatic ally terminate this NOA. Failureto complywith any 3) Water Reistance Test, per FBC, TAS 20294 0147,1l9) & sealed by Limn Miller, P.E. section of thhis NOA shalt be cause for termination and removal of NCkA- 4) Large Mink ImpaCt Twist per FBC, TAS 20194 3. Letter of lab compliance, part of the above test reports. ADVERTISEMENT: The NOA number preceded by the words lvlt,aani-Dade County. Florida,. and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No_ 17-0387. dated 05r05117, signed by Ishaq Chanda, P.E. expiration date maybe displayed in advertising IiDesattre_ If aayportbn of the NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 20294 i _ Anchorverification calculations and stnutuhral analysrs, compiymg Will► FBG-2014, done in its entirety. along with maiSced-up drawings and installation diagram of Vinyl sliding glass dews, 2 r prepared by PGT, dated 12109/15anrd last revised on 0� 15116_ signed and sealed by G. OTHER INSP£C11ON : A co of this NOA shall beprovided to the user b the manafacmter or its distnbaton and copy P Y by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12104f15, signed and AnthonyL Miller, P.E. (Submifed rmd&N,0.4 Xa.15-1210.01). 1. Notice of Acceptance No.13 12I0.01, issued to PGT Industries, for their Series e•►a N shall be available fees inVection at the job site at the request of the Building Official. sealed by Idainus Ortega, P. E_ (Test report revised on. OL04116 and 02/ 11 f16)_ 2. Glazing complies with ASTME-1300-09. -557012770" Vinyl Sliding Glass Door (Reinforced) - ULU% expiring on 04/1412.1_ � This NOA revises &rienevn NOA420-0429,05 and consists ofthis page l and e%idence pages E- 1. E-2, E-3, E.4. i ,{ g j . L � •,..1� C"�' (, r:, i�^r rr-L. tsa o E-5 & E-6 as well as approval document mentioned abcw- The submitted documentation was reviewed by Ishaq I. Cb nada, PE. lAaq L era, P.E. Ishaq L Choate, P E. N ;� ? .; .�.. � Ishaq L Chsads, PX. - Product Control Usit Supervisor Product Control Vait Supervisor Product Control trait Supervisor Z r o �11UA No. 21-0105.03 NOA No. 21-0205.03 NOA No. 31-0205.03 NOA No. 21-0.109.03 Expiration Datet April 14, 2026 cm Expiration Date: April 14, 2026 Expiration Date- April 14, 2024 Expiration Date: April 14, 20216 c m • � n..�. Approval DawMarrh 2a, 20:1 Approval Date: March 25, 20*.1 Approval Date: March 16, 2021 Approva 1 Date: March 25,1021 c N Page 1 E -1 E -2 E -3 °1 ' cc E cc A p, N A U W � L'C C E ,O r PGT Indnsuirs, Inc. CGI Windows and Doors, Inc, PGT Industries, Ine. NOTICE OF ACCEPTANCE: E`ZDENNCE SUB -MUTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EA'IDENCE SLBMIITTED 2. Evidence Submitted under previous submittalE. MATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 The rmal Conductivity A. DRAWINGS 0-881 BTU -in/ hr. -�=-T, ASIM F 1249 VArM Pass; ASTM D3985 Oxygen -Pass; ASIM E A. DRAWINGS 1. Drawing Nei_ MD-5570.0 RevB. titled "Vinyl Sliding Glass Door NOA (I.M)", sheets 2190 I_G_ DurabilityNo Fog Pass. (Submiftled under pre►!ous AI'D_4 A'o.1 S-M409:05) 1. Drawing No. DID-5570,0 Res- B. titled "Vinyl Sliding Glass Door NOA (LM)" sheets 1 1 through 21 of 21, prepared by manufacturer. dated 10,05/15 and last revised an through 21 of21, b manufacturer, dated 10/05/15 and last revised on 02101,21. y Cn 042220, signed and sealed by A- Lynn Miller, PE. 6. Quamm Part aseal complying with ASTM C519 Themaal Conductivity 2.22 BTU -ins signed sealed bLynn Miller, P.E. br_ W--aF, ASTM F 1249 WV R Pass, ASTM D 1434 Argon Pew Pass, ASIM E e Note: This revision consistss replacement of same existing installation screw with flat heed_ i_ B. TESTS 2199 I_G_ Durability I'No Fog, ASiM E 546 DewPoirot Devekgwne ,t -20°F in 48 his_ 1. Test reports on: 1) Air Infdtratxm Test, per FBC. TAS 202-94 (Subm #wed under jV0.4 No.15-046,0 05). 2) Uniform Static Air Piessm Test, Loading per FBC, TAS 202-94 7_ Vision Extrusions_ Ltd- Farts complying with PVC-AAMA 303-13, Vokudary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Cldonde (PVC} Exterior Profiles for Vision Exmmons, Ltd.-VEX-1 by I. Nome 4) Lmurge Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Submwed under NON No.15- 5) Cyclic Wind Pressure Loadingper IBC, TAS 203-N 0409:05) C. CALCULATIONS E along with marked -up cunnings and installation diagram of all PGT Industries, Inc. 8_ Vision Extrusions, Ltd_ Parts complying with PVC-AAMA 303-13_ 1_ None- representative units listed below and tested to qualify Dowsd 791 and Dowsii 983 silicones, (Subm ifted under NOA X& I5-0469 05) prepared by Fenestration Testing Laboratory, Inc_, Test Reports No.: 9_ PVC-AAMA 303-13, Vohrntary Specification for Rigid Polyvinyl Cb1cride (PVC) Exterior D. QUALITY ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/0344 Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA FeoestWm Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Alumimmr Sliding Glass Door (unit 7 in pmpos4 FTL-20- Certification Program 2107.2, PGT CA740 Alumm Outswing Casement Window (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solution., USA, Inc. for E. X4.T ERIAi. CERTIFICATIONS 2107.3, PGT PW7620A Ahuminum Fiymd Window (unit 9 in proposal) and FTL-20-2107.4. their 'Tan 3040 & light shade (non -white) X%Wte Rigid PVC Exterior Extrusions for L Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their �. PGT PW7620A Ahuninuim. Fixed Window (unit 10 in proposal) dated 07/13/20. all signed Windows and Doors", expiring on 02/04121. "Trosiifolt, Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 071108t24_ � 0 and sealed by Idalmis Ortega, P.E. 11 Notice of Accaeptance No. I.8-0122.02 issued to Energi Fenestration Sohitio USA, Inc, for "White 2_ Notice of Acceptance No.17-080&02 issued toKurara` America. Inc. for their CL their series Rigid PVC Exterior Extrusions for Windows and Doors', expiring on "SenfiTGlavl (Clear and U7itite) Glass Interlayers", expiring on 07104/23- Q C. CALCULATIONS GV2K3. 3. Notice ofAceeptance No.19-1106.10 issued to Vision Extrusions Limited for their ` Brown O Q 1. Anchor verification calculations and structural analysis, complying with FBC 7n 12. Notice of Acceptance No_ 20-0203.03 issued to Enesgi Fenestration Solution, USA. Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 040-2/20, prepared by manufacturer, signed and sealed by their `Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring on 0930124. Anthony Lynn tMer- P.E. Windows and Doors-, expiring on 04116n_5. 4_ Notice. ofAceeptance No. 18-1106.11 issued to Vision Extrusions Limited for their steles � � 2. Glazing complies with ASTME1300-04, -09, -12 and -16. " VE 1000 Tan 202 and lighter shades (Pion -White) Rigid Cellular PVC Exterior -0 D. QUALMY'ASSURANCE F. STATEMENTS Extrusions for Windows and Doors", expiring an 12129>21_ � 0 Miami -Dade Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04122120, issued by L— 0- manufacttuer, signed and sealed by Anthony Lynn Miller. P.E_ F. ST ATE J EN-TS � E. .MATERIAL CERMCATIONS 2. Statenieni letter of no fmancial interest and of independent- issued by mannufacturer, dated 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 02/01,21, issued by 0 1 _ Notice of Acceptance No.19-0305.02 insured to Kin-arar America, Inc. for their 04118/20, signed and sealed by Anthony Lynn Miller, P.E_ manufacturer: signed and seined by Anthony Lynn Miller, RE. Cf) "Trosifolt Ulnaclear, Clear, and Color PAB Glass Interlacers". expiring on 3. Private Labeling Aft document between PGT. dated 03,30/15 and signed by all 2_ Private Labeling Agreement dated 01e0&+21 between PGT Industries, Inc. and CGI 07/08i24_ involved parties. Windows and Doors Inc_, signed by Dean M. Ruadr, P.E., V.P. Engineering. on behalf of V m 2. Notice of Acceptance No.17-0903.02 issued to Kuraray America, Inc. for their both conipan es_ "Sel1tl'yGlast (Clear and White) Glass Interlayetl s". exPting on 07i04123. G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brawn 1 This NOA revises NOA# 17-0420.06 (PVT w/CGI) and updates to FBC2020 (71Edidon), G. OTHERS ~_ Coated (Painted or Laminated) White Rigid PVC Exterior- Extrusions expiring 04J?1,"21_ 1_ This NOA revises & renews NOA# 20-0429.05 (PLAw/CGI), expiring 04114/26. for Windows and Doors", expiring an 09/3024. 2. RER Test proposals #194155 dated 01110120 approved by IshagI_ Chanda, PE, expiring 2. The current associated PLA CGI file #21-020 ,01, expiring 0411426. O CU 4. Notice of Acceptance No. 184106.11 issued to Vision Extrusions Limited for their 04/140. W CU series "VE 1000 Tan 202 and fighter shades (?lion-Allike) Rigid Cellular PVC t:t.,s•� , ,_`,�.,,,;k �L ,r�_ Exterior Extrusions for Windows and Doors . expiring on 12/2921. �? n lahnq L Clanda, P.E. Q 0 Z Ishaq I. Clsada, P.E. IdwgL Ciands P.E. , Product Central Unit Supervisor f�'� Product Control CTait Supervisor Z Product Control real! Supervisor 'NOA No. 21-03M.e3 NOA No. .i-0-105.03 Q NOA No. 214109,03 Expirstioa Date: April 14,2026 Expiration Dade: April 14,1026 J Expiration Date: April 14, 2026 Approval Date: March 15,21021 ?approval Dalte: M-areh :5, 2021 n Approval Date: March MA,1021 E -3 E -6 SHEET N0. E 4 August 10, 2022 PA 1.4 N to M N U MIAMNDiADE MIAMI-DADS COUNTY O O 2 C O • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O O- O L' CU - BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 .� .4.., T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U t= � CCf NOTICE OF ACCEPTANCE (NOA) www.miamidade ¢ov/economy C6 � M O U -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 1— .= a) 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O CL _O C Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", .sheer 1 of I, 1. DrawingNo. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 0 .f 1. Drawing No. FD4612, Titled Precast and Prestressed Lintel Details", 1 of O l,— � :�. CD SCOPE: prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled „ by 1, prepared by Craig Parrino, P. dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " O � M O > Cast -Crete 4", 6 & 12' Lintel Safe Load Tables , sheets I through 3 of 3, prepared LT4612, titled Cast -Crete 4 ", 6 & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all ._ O (D N This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last signed and sealed b Craig Parrino, P. on 08119114. prepared, y 8 O p Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on L Cd �-- 4-• !� U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS _� (AHJ). 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County)and/or the AHJ m areas other than Miami Dade County)reserve the right to have ( ( � b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and y pp P � 1. None. 1. dated this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. Calculations for Cast -Crete Lintels, 08/19/2014, pages 14.201 through 74.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. Environment, and Regulatory Affairs. By Miami -Dade County Department of Permitting, g ry ff This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 2. Calculations or Cast -Crete Lintels, dated OS/29/03, 140 pages, prepared b Craig1. f p g p P y Parrino. P.E., signed and sealed by Craig Parrino, P. E. , E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. E. MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared Y g g 2002. 1. Letter om Cast -Crete Corporation, dated February 03, 2012, signed and sealed .r' P �'y g Parrino, P.E., certifyingcorn liance with the Florida Building Code, 2014 Edition. P� g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" Lintel Sae Load Tables'; sheets 1 through 3 o 3, prepared b f g f p p y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. l3 pP 8 g Y 8 Pe P B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 0i any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By liami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall beavailable for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. cC1, • o This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and o E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker P.E. M.S. ' ' elmy A. Makar, P.E., M.S. — w elmy A. Makar, P.E., M.S. �' � Z11 �elmy A. Makar, P.E., M.S. ca '" s a � � NOA No. 20-0630.15 Pr uct Control Section Supervisor NOA No. 2041630.15 ProcTuct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 N a ht1� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 o o , ..., Date: 08/20/2020 cc O�/l2o / Za Z a Approval 08/20/2020 Approval Date: Approval Date: 08/20/2020 Approval Date: 08/20/2020 3 d v Y Pagel E-1 E-2 E-3 � o = C, � a E o U O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .�. 1. None. 1. None. ' F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- .1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06/11/20, signed &sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > C 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0- LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel .Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 0 O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE +, U M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER s_ 1. Article of Conversion for a name change. O w l — G "J-x C>Helmy A. Makar, P.E., M.S.Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —� E-4 E-5 a SHEET NO. August 10, 2022 PA 1.5 I I L— - _- - 1 1'..I. I 1 11 P _)PI'4R 1 I_ !al. n!" n L l I 4 1 L EGO PRODUCT EVAL UAT1ON REPOIrl-�0. 2041721.01 2 PRODUCT LYNL[>A,1'lON RP.TASgI NO 20. .01 3 F—I—DECO INc. INc. TILLIT TESTING & ENGINEERING COMPANY TEST 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS B MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components Indicated on TILLrT TESTING a ENGINEERING coMPANY - - - WAT 1'RR A- TTLTIT, IlL, P.E. tiltecor` 1.mm Y�Pb.La » .++,T 2D1, 203 as per section 1826 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WALTTiRA. TiLLJT, JR, P.E. HIL600(aroi.Coln PRODUCT EVALUATION REPORT A, PT LErwN, 44L67 IILrtiL:__M.oNoeily as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No•20-176. Anchor Specifications shall be as indicated on sheets 1, 7 and 21 of "`'^Lxlin%o }061It Testing, Inc., Reports # 96-689 dated 08109/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D,). drawing No. 20-175. PROQUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and REPORT NO.: 20-0727.02 # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7..IAIMITAT1ON$ AND CONDITION8 OF U$E: DATE: July 27, 2020 REPORT NO: 20-0726.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shatters signed and sealed by Frank Grate, P.E. prepared by Tutees, Inc. and signed and sealed by Walter A. Till$, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. _STRUCTURAL ENGINEERING CALCULATIONS! 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global Protection Products. LLC MANUFACTURER: length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame 48M S.W. 51 Street 4800 S.W. 51 Street dated 11/03/08 and 03112/15, signed and sealed by Walter A. T(Ilit, Jr., P. E. structures. Davis, Florida 33314 Davis, Flo6da33314 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. T11111% Jr., P.E. (System 3 MISSILE IMPACT RESISTANCE Large missile Impact under section 1026 of the Florida Building Code, as per Product Evaluation Report prepared by Welter A. TINY , Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. Twilit, Jr., P.E. (System ID # 1906) to the Global Protaction Products, LLC, Rule Chapter No. TAS 201 Protocol. ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 61 020.9, Method 1 D of the Florida Department of Business and 4 WIND LOADS RESISTANCE: ♦[AAA"I"LII/Tiff"" ),� A A. Tl(� /T✓ fi1G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, has 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets S. 10, 14, 15, r �..,.. *-••,.., $Q ' JGENSF''%. - ' Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has and 16, 19, 25 and 26 of 28 of Product Evaluation Document drawl No. �.. roc. 44167 been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended (P.E.D.), ( ) ►19 20.176. Maximum Anchor Spacing stied be as Indicated on sheets 8, 9, Ia. 11, �'� }- �- : 2 ..... -1, `- t ,_ —'A ' * �+r'�'� been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), _;_ r' .o••, STATE OF at least equivalent to that required by the Code. drawing No. 20.175. , / a •. I FitO ,: N This Product Evaluation Report shall be subject to review and revision In case of 5, INSTALLATION: k'fFSSIF �1� "fffit This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 1111,101H`A, a Building Code change that me aff np rigs y act its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• 2.(P.E,D.), EVALUATtON DOCU�IGAL(P.E.QJ: sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document drawing No. 20-176. Minimum separation to glass shall be as LL 0:1 TTIILLTECO ADMON RECORDS I P. E. REPORT. 20 L 0LORAL PROTECTION PRODUCTS. LLC % GAGE rALYAN12ED STEEL STORM PANED DRW0 B 20-110 t REPORTS 20ar2B4O1 2. EVIDENCE SUBMITTED: Drawing No. 2 Drawing No, 26 titled are GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 6, 14, 16, 25 and 26 of 26, of Product Evaluation Document 21. PRODUCT VALUATION DOCUMENT ,,E.D,): of 2 sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Wafter A. (P.E.D.), drawing No. 20-176. Drawing No. 20.175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", Tlllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part Q1 �(�Ic sheets 1 thru 18 of 18 prepared by Tliteco, Inc,; signed and sealed by Walter A. Evaluation Report. a`'�0tEA A, 411 ,,y L�'E1,1(IIIN1gr," aavJE`�P A T1(;/T/w,y Tlllit, Jr., P.E,; dated 07/2712020. This drawing is an into , t is ,p 4 Evaluation Report. 9 +' ^-. I*,,, ...:. N{/ ✓ � F •. s1. a•' ,,�0 # � NO 44167 '• -`��- __ >i 14 67 I _ �. �` ld �t-0167 - --- * .. A � ' STATE OF , Q: � ' F(0R10 _ 5 A E OF :art sr0 (ORIi)4 ,.• F r . 'A� F CEF ©e .F(OR lO Q; % ! - ' 6353 N.W. 36th Street, Suite 305, Miami, Florida 331b6-1'hune: (305) 8 71-]530 - PAr Z I 1 I,; ONAL N�,� '� SHN)InILu ♦� ...,r,.: fi355 N.W. 3titL Stint, Suite 305, Miami, Florida331 ti6 - Pboue: (305) fi7 r7a1J��]h4Q(3b 189'i-I531 ,,, GIMEM NOTM: 83) IN CASE THAT PAO:AST STONE. OR PRECAST CONCRETE PANELS, SrXO0 OR WOOD BOARDS BE FOUND ON THE ENSTM WALL ANCHORS SHALL BE LONG 04WP TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS , STORY PANEL SHORN ON TMS PROOUCT LVALWMN DOCUMENT (PED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL OF AS MENTIONED IN ALI) AND IN 6.2). ACCORDANCE WITH THE 2020 (711, CDM") OF THE FIDRM BURDING CODE (C) V p,LMb&WOG-Lwt4.32ECiI�LB614�Li.-�.II.iS..YM.L DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200F THE ABOVE MENTIONED COOS. - 1/4'6 TAPCON ANCHORS, AS VAMOF'ALTINED BY IT BUILDCA. UPC FOR A WIND SPEED AS RCOIARCD BY THE JURISIXTION WHERE THESE SHUTTERS WILL BE INSTALIED ANO - /14-10 PANOAATE FEMALE 0 AND PAELMATr PLUS ANCHORS. AS MANUFACTURED BY LEGO CONSTRUCTION PRODUCTS PM A DIRECTONAIAYFAiCTOR Ua-O.te.U51NC ASCE 7-16 AND SHtl1 NOT EXCEED ME MAXIMUM (A.S.D) - 1/4'P LAG SCREWS PER NQS. OESICN PRESSURE RATINGS INDICATED ON 1HEETS 7 THRU 12. 14, 15. 16, 19 a 70 1 7/16•0 r S/a• WOOD B115HMr, AS OSTROU'fED BY ALL POINT SLIP", BU1.T IF, SPECIALTY CO IN ORDER TO VERIFY ,HE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PEA AeCE 7-le C I) MINIMUM THREADED PEINURAIKM INTO WOOD OF TAPCON ANCHORS SHALL OE I 1/7' AND 2' FOR ELCO PATELMATE PLUS SHALL RE FIRST REDUCED 70 A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 IT IN ORDER 10 COMPARE THESE W/ MAX (A.S,O) OESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 tWU t2. ta, 15, 16. 19 A 20 AND PMiF],YN.0 FEMALE II IN ORDER 7O VERIFY 11A7 ANCHORS ON THIS PED. AS TESTED WERE NOT OVER STRESSED. A 339 INCREASE M ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME LAW SHALL BE ' 1/7. NO "EADED PENETRATION INTO STUCCO SHIA- 0E CONSIDERED AS PAT, OF THE REQUIRED THREADED PENETRATION. STRESS Top WINO LOADS WAS MM USED IN THEIR ANALYSIS. FASTE,IM SPACING to WOOD PAS BEEN DE1ERERAIE'0 IN ACCORDANCE WITH N.D.S. 7018, C 3) MINIMUM EODE DISTANCE Of LAG SCREWS, INTO WORD SMALL BE AS RNDICATEO IN THIS DRAWING STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERdPEC IN ACCORDANCE wIH SECTION me O L.4j MINaa,al a HOOD BUSHING 4tlAl1 BE 5/0' I/a' 1-20 SCREWS USED 9NN2 BE 1 1 7 LONG AMHYYIIY THE ABOVE MENTIONED CODE AS PER MRBeCANE 046IMMUNC • TESTING INC REPORTS 96-569. 95-510 a 116-730 Am D SHALL1/ / SHOULD SNCCO IXfST. ARID BUSYING WALLS WITH STUCCO. FEMSTRATTON TESTING LOS INC.. RpORTS I2032 • 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203FOR AS WELL AMERICNDARD VA TEST LAB O SOUTH FLORIDA REPORT I0219.01-00, AS PER ,AS 241• TAS 207 AID STANDARDS. CS) IN CASE THAT PRECAST STOFE. OR PRECAST CONCRETE PANELS. STUCCO OR wDOD BOARDS BE F'o11N0 ON THE EXISTING TAS 70H SIANOARDS. WALL. ANCHORS SHALL BE LONG ENOUGH to BEACH THE WIN STRUCTURE BEHIND SUCH PANELS 2 A" ALUMINUM EXTRUSIONS TO BE W63-11I Ad-LOY AND TEMPER. (UNLSSS OTHER«st NOTED). SEE 91M 2 ANCHORAGE SHALL BE AS AE,ifIDI/ED IN c.I), c.t) • c a) L ALL PLUMP" SHEET METAL USED AT CLOSURES SHALL HAVE 31 O,-H 14 ALLCY. (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL Or THE REOOMMFNDATTON6 AIP SPECIFICATIONS O THE ANCMOR'S MANUFACTURER F ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTN A-e33 CRAOE SO MINIMUM, G-BID a PANELS MAY N50 BE INSTALLEDfO1WZ(MTALLY rOLLOWIN6 INSTALLATION DETAILS SI/OWN ON SECTION3 Gr, 10 (SHEETS a cALVAN12ED STEEL oEVGINnnoN W/fY- S6 5 41 (AMR ROLLED) TIMOJ04 6) EXCEPT THAI HEADERS m • (3) SHALL Not BE USED 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 ASI SERE'S OR CORROSION RESISTANT. COATED CARBON STEEL AS PER 9 IT SHALL BE THE RESPONSIBILITY OF TALC OWNTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER Is to BE LPN 5mia W/ bO WH YIELD STRENGTH AND 90 AM TENSILE STROIGFH A SHALL COMPLY W/ FLORIDA OLIADNC COOL ATTACKED TO NSURC PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY OF ATTACHED TO CONCRETE BLOCK OR WOW HUGE SECTION 241 t 3.3.4 BUILDINGS. r BOLTS TO BE ASTM A-301 CALVA112ED STEEL. OR AISI 304 SERIES SIARQFSS STEEL, WITH 36 NM MINIMUM ••NEED STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-a IMPHOWN4 12' �', AS PER SECTIONS 6, 0. e a to AND ALTERNATIVES aW. I ANCIAOtS TO WALL SHALE BE AS FOLLOWS9W a IDR ON SHEETS a, 6 At 12 AESPECTIVELt; SHALL HAVE A LEC0LE AID REANLY M iltr NARKING INSTRUCTING DRIER OR TENANT t0 SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARMW (A) 10_LN53I01G POURED QWcAn 11 THE IWALLATON CONIRACIOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WMICK REMAIN IN CONTINUOUS CONTACT WITH, - ,/a•0 /APCO1 ANOIp1R5 AS IMNUF ACTUATED BY I T.W 11PULDEX, NC. (RIM V -3192 P.,) THE BUILDING TO PREVENT RIND/RUIN MTRU*.ION. - 1/4' • . 7/6' CAD! -IN ANCHORS. AS WNUF'ACIURED BY DEMMLT INC. (MN. Fr-3000 P.F.I.) N SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/.-. F 3/4. SOUD-SET ANCHORS. AS DISTRIBUTED BY NS PLANT SCREW, BOLT • SPECULTY CO 12 STORM PANEL INSTALMTOION E ) (I" F000 P.LI.) PROWLED al THE JURISDICTION ROPER[ PERMIT IS APPIAID TO FEMALE 0 a YANELAiE PLUS ANCT10R5, AS MANUFACTURED BY f1C0 CDKS7RLCTKN PE001RLTS 13 (A) THIS PRODUCT EVALUATION DOCUMENT (P.FO) PREPARED BY THIS EtNpEN hCER IS GENERIC AND DOES NOT PRORUL WOFMADON - /14-IO ►A33M PE (MIN. 1'c-3360 PUPA.,) FOR A SITE SPECIFIC PROJECT, 1I WK K THE NTE CONDITIONS DEWOF FROM THE PE.D - t/H'P CF TAP -OAP ANCHORS. AS MARUFACIIAPED BY !W-rAST CORPOMTM2N (r'a-3600 PC,) A1) WADY EMBEDMENT OF TAPCON ANCIIDRS WHO POUTED CONCRCTE SHALL BE 1 3/4•, 2• FOR PAHELMATE FEMALE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SRECIIOK. PURCHASE AND INSTALLATION INCLUDING LIFE SALT' OF THIS PRODUCT BASED ON THIS PE.D. PROVIDEDD HE/5E DOO NOT OEVMTE FROM THE CONDITIONS OETAKED ON THIS DOCUMENT 0 AND PANENAATE PLUS AND 1 1/4- FOR CIFTM-OIIP MX140P5 CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S IESPONSMITY A2) CALK -IN • SOIJI ANCHORS SNAIL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO LGBEDMM INTO (c) THIS PRODUCT EVALLMAITOA DOCUMENT WILL BE CONSIDERED NVAD N MODIFIED. STIIO('O SMALL BE POPINTIED 1/4' I-20 SCREWS USED SHALL BE 1 1/2' LONG MNYLOA SHOULD STUCCO EXIST. ND I' MINIMUM FOR WALLS WITH HO STUCCO. AD MAY fir HEADED SETEIRS 00 ALL THREADED SCREWS W/O HCAL). (AI STTE SPOCIC INOIECTS STALL BE PREPARED BY A FLORIDA REGISTERED ENCAIFEP ON ARCHITECT WHICH RILL BECOME THE OUT WITH WING NUTS ENON40A OF RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE THEOr E0. THE OF FFER PPROPEA ENGINEER, THE SITE SPECIFIC OPAWINOS FORt"GI"tO1WF`AIWTO A J) IN CAA STON ItOTHE OR WI BOARDS ON M4 SUBMITOTO rMISS LAMM THAT FOR ORS.RE ASTSHALL CONCRETELONG PANAIS,OUG W FLOOR, T H A TR U SUCH ANCHORS ENNl BE (.ONO ENOUGH T- REACH THE GRIN STRICTURE BENND SVCN C ORS WALL RA E SHALL PANE15 ANCHORAGE SIALt BE AS MENTIONED M A1) AND M A.2) (0) NPHWLL ED SREAR THE OAR AND OgIOINAI SEAL AID SIGNATURE OF ME PROFESSIONAL PANELS ENGINEER OF aEC0110 THAT PREPARED IT. is) ID 1XMTM OFT AOLV W&l IAAN_r__99 - 1/4' • TARPON ANCHORS AS MANUFACTURED 10 I. 7 0 BUILD". INC. 11 S UBFA SMALL BE IOGIEp ON A LORDLY NSIaE LOCATION LABEL PANEL S TIER IN ACCORDANCE WITH SECTION 1700A.] OF FLORIDA BUILDING, CODE OF LABEL E - ,/A- • , 7/0' CYLN-IN ANCHOIIS. AS BAr1UFACTUPEO M DCWALT INC (MIN ec-1500 I.A.,) SIMI BE I SHUTTU IN ED OR EVERY CYERY OPENING ISIBEUNG TO COMPLY WITH SECTION 17099.2 OF THE - 1/4.1 X 3/4' SOW -SET ANCHORS. AS DWlq$VTW BY ALL PONT SCREW, BOLT a SPECIALTY CO FLORIDA BWLPLOM COW (MIN, t.c Ili 0 P I) . 014-10 PANELMATE FEMME IO AND PANELWTE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTI LICTON MIS ORAaANO SNAAL. ONLY BE VRUp 1p R PROOWL'IS (ANN. FF-2071 ,,I) "00"4N WAR PERMNS IN TOE STATE OF FLORIDA I/1' • O- TM-GIBP ANCHORS. AS GANUFA,C RINFU eY 11D-FAST CORPORAtIOI ,�I 51ik A„7/( BA) MINIMUM EABEOMEW a TAPCON ANCHORS. LEGO PANELAMTE5 AND OF TAP -GRIP ANCHOR. INTO THE :'• C FLORIDA BUILDING CODE (Nigh V•Ioei Nu come Zone) V OLOC. UNIT SfHALL BE I I/O '' No. 4 187 •'_ = -am Ia1Lca IRE 20 GAGE CALVA04ZED STEEL STORM PANEL �,•,R,, a,. 9.2) CALK -IN a SOUR-SFT ANC SHALL BE EMBEDUEO 7/4• INTO THE CONCRETE BLOCK UNIT No s B INTO STUCCO SALT. INC PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOW GO - AT—> r. I GLOBAL PROTECTION PRODUCTS. tJ C. o. R rim?, AND I • BIIAWM FOR WALLS w TH NO sNcco"Ides IL ECOInt. sTA M - - - VITRO" /OR D/ MBA a r _Ilan .,; nlac r_=rr5ft, FUI t9rHr •m 20-176 FE ar Fn .m Fss •• •. . . ...•' M Xae", RRI r�r .I... COMMON M. E tAR/AR aARAATunM.IE r /„BONA as 1 n» INSTALLATION DETAILS FOR REGULAR PANELS a A CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES mmm ion A"'i°"6oa COMDEW ANDCSCHEDULE ON - 1A,las r 714p1aM ry COPIOE,E ANOOIR slam II I ?HvO1a.. e) - CC) - CaNO�E ANOIGa :: Cox x:-_ ON �_-1 % (M SPIRPR[ a �� �-@4 CONCp(t lE RE=01 - \% 1ltlan y 11 EmTBNG rDXAED - N , San B TNNw1oI 9) c.. �\ oa,p•TA�> rs_) lIO1KREa REOIIeED �' 1 :. , -•T 1' IM,..-. -11 • Mw. - 7ti/uJJ /Tf-E--\ ,J1' ,/4. '.� '' ::\2� - \'• .r.. - EE_ III/,/V•1r.. .• �Lrrs EE-- I/x' i ac\ I TVm. _._) I --__-tip•. `� ft- I 'EP 1 S J� 4 2 8 ; ; DtgtlNc PaRaD ED' � I � 1 L0. � i 1 , NR:: 1 N N.w CONCR[i[ REOUREOI �- _) ,\ ® ,I 1 ; 4Y 1A]IRIAi I d ., 1 raw pia • 1 c'm SPUD 0 4 1 ��1J i ,,J1 1aW,,W e I , I 12 I/r or I i IT IIff a4 _, IVF w %MINMW9N ; - 0 1� A IXAI i �i MA ; • I > ; ._f -/ .AH,.y I .IXI,O, : AIN•B_J ; IIyy 1'°"°MTMe rEua. I O EyII III. .-' M�.� I \ I wa. N 1 I alAe r L:. __ 1 R Apia I I LN ITMIar_i 1 p 1 1 G 1 , .4Y.... I 1 I 1 1 I 1 1 I I O }} I I 1 1 1 1 I I 1 ($ 1 I 1 © 1 Q I I 7F I i I bP i i I i I 1 i .M MI i ( ,T 1 COL• i i - T/r'y,S/a- i 1 I 1VVN TRa • 9 \ 1 /r �� 6 A fw. rKlo•• EXGYAA EXISTING POURED POURED E D - ,. I 12 1q' PC r ; tT 1/2• at •A EGO E OOID ED \. I CONCRETE op [ D P` ; 2 ,/r - I OCCURRED COMORM OR t ) I"OIICRETF op r - -- CONCRETE BLOCK i I age pW • - - -- , H .Y I .-, .. REOMR(D. �' ,/r 11EM111ED a»• 1 CX61MG POLOM Y v �,P /�:_.,• M111.1f�/ y/�:'�) L,��T�1 1RAOOMD W/ STUD +`- ./ ( T4N_ w O WIICIER AIIGIWRS �J/---E D. `• 9R Nao,MO OdDEW N1CNIaE \ '.-(a 1 MR�� y Mi~ V 7 IN.., Pa euanl[ ob (IQ SCHEDU E ON N\ r.Y .1 • . 0.0 DarrAsod AR tl. T .A9 (W SCHEDULE ON pain 9 ,tl.: 9) \ 04MM a TFIRDIpN 1) �n a HaH-` :� low a • C awls a too" 9) Q 9C11i 3/B-1• 9L•ALE 1 STALE 3/4- I' r' - -. - - T -- - - ( B E.D. - mDE DISTANCE (SEE SCHEDULE ON - l"", "A'�waI i 1 I i s+HECTS e a e) A W I I i . I i A= MITE FOR C1]IIB111ATIOtt CF s►�-rrMwS: 13 >R oi• TOP a BOTTOM MOUNTINGS CAN BE ,W I '' '`� p""�� ICOMMBD�NEDIIN ANY WAY To SUIT ANY r - EXISTING ►DYED 3/4 W _ . FLORIDA BUILDING C00 (Nigh velocityNurrlaan9 RrAL" Dt _ QpRa_E_O `, #R • * £ -@M lCT[OL TIE. 2G GAD[ GALVANIZED STEEL STORM PANELFJ Estate a naaaNO� OP � 90'•. �� �- • * is �,- =1 IiLOBAL PROTECTION PRODUCTS. U.C. W/* ; CEILING AMR ft" WOUNTINWO PFSS ORID -.: IL E C O INN . •am 10. 5, SIM a DAME, r1�L U314 / lif 4l E 2Xyzii W r a tar IL a,a reoNL (95•)ea-2549, A W4),w ENT 20- ,r. P.-N! A►, Pm NH-HF AI,Arl1 BfJAi 3/M uALAvouTIYE/0AE Ol-Niw,NR097Is N+ COMPONENTS FOR REGULAR 8t LIFE SAFETY STORM PANELS (SEJIL.E 1/2-I-) - __-- - -- .. 15.1901 (TOTAL WON).-_ .._. . - -.- ... .... ...- .ib 1"' (TOTAL WIDTH)_ I -___..- _ 12.500' (EFFECTIVE WIDTH) _ .. .. _ .- ---._....... - _._- 6 T/4' -. _. ___- _..-.___. .._. _._.. - -. s.250"10 I rl SSRUaa 1. .- 1. �Y.S00• ."♦,.SOOT -, ' _ ISW "AN. TNCK CEO < aALMvaEm STEEL , �, ', � DMA[-00 HEDGE �. i a.esr GLLV. EDC,E '-r' I // / I 2.657• a�NIZED EFE[l 2.a ., % T TYP � AM A -Bea � 2. 27 i' TY9. .4.i., HEWED GRADE 30 LAIMIUY OrrAL &I .I,EAtNED �� �T I 7 1_- - ETXJE 0- W "I V. EDGF , •0 Q IgrAL A Md LaLTAII A ,. 1 ...� - 1.SDO• i I--1. - .. ... .. _ .. - - ... _1 - ._._0.23D•...___ -_.-__-_-1.". © STORM PANEL © END STORY PANEL 2.1er- - —L VA Aa G071/P i" i .125' 1/4Y-m. V/ -IIa .t25• W/ AEwca fDCE. - 1.2150' .100' _ - - -790' I' Ja tKREi Yo4 WOtl/5 CL I .,n 1 ro A ai Ri"E m ro. �rcna .75D I t ANA �/�o.Da' ,1� 11 12 1/r as ,a 1/2• o.c. .09]• 1 3.375' , eoD• 1 So0• R eaa /° 1 00 44I%: 6150'\ t. t 5' .t193' + ORAA I T11 I. 17%�. 1 A 375' i 11_..- 373 I,26'�0 )!;­Md� - 5• Ym. ... .- .-.--_I.Soo'...l.-.l.,j I !3) -,2r\ ISOMETRIC VIEW D//`� ET�A �-._2..-- f 2.000' - ROUNDED CORNER O ENDS OF PANEL'S END LIP wHEMMED EDGE. O �• HEADER (�) "U• HEAD R (�) am" (4ANGLE WITH STUa (N.T.S) REVERSE STUD i ---I AWesa _J /1 & 1 I2/14 n ryI 374 ! 4' I 1_-1•.. M P'VELt� 100 ',' �• .,&&y - 1 =to' _j •-/.Y-20. Sa SOIIQ1. t _._N _) • Ir :1.f 1 ',2S' .407•t.Oe3' J75• J S. STIID RIFTED TO ' 625') T._ _ _ . rA P )(_ �fi .e6C-_`MO• ( - AMU • 12 1/7' oC 1.671' i.e7, 1// 6�l.. _l_ Je0' I m 1.". '•0e2• fl� IS00' 1. 4!, yy//Ir , MOM[ NOr ,083E I 1 015•',LK:LOCATION AT -.VDT- I 1. 1 , 1 770'CAW ,M, I_ 1 _.( ._ . - PANEL FA DI AP f -nth .' -I _ 2.000' OB4- 7.000' O KEY HOLE WASHER .e25:„ - -' . ".) -.00.1• © WF• .TRACK ANGLE ® ,ale 'F• TRACK ® FLAT PLATED 0.0m, (WAIT) - 094' WITH STUD GLYANM STEEL - .N4-► LHLERN+ M. 1ST 40Na - - -. , �� A: nWr ( lr CENS . `� .376'r Se'� .e7b•. - _ ( N -- y * .. * : * FLORIDA BUILDING CODE (High VelocityNurrirnns Zon• 1Mrr 11 OBD- _, - Y __ WNa tan aT7 a * STATE aam9 W2aca Add. 20 GAGE GALVANIZED STEEL STORK PANEL rP .. •YH0, 125--.te75' 'P'• DIw10P ® KEY HOLE OAS: • . 0 - ' ► `— HD/r/aa _-_ ao6o -- DETAIL 1 -- c PROTECTION PRODUCTS, I.L.C. DBE. IR"i' AT PANEL i, I _ � IL E C O IaN .GLOBAL .em LIT. 5, t 91,6T B 2 X7 X 4 ALTOMTh4Y. Wet 1M Mn r/an �`Va I._LFi 1�P �-v W_ W�a a W N OM (w19w,W e, ra f/6.Mb►IN2 I. 20-176 M101OUTM WASKM W/ ADDITIONAL w'a.. PFR - . N, . LNe m-HMI INANi Nr • 7/tY.7/32' WDIDI (1WM1ESS p-aoOTU STEEL, 6R PRICE PLAYED STEW. E WOa/RaanAE/OArs WAR, A t11NJE A. It 7HIm H Nl a I INSTALLATION DETAILS FOR REGULAR PANELS(b & 1�I END QDWO IXTNLS FOR IhISTAL1A110N IN PW O OONCME INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRI. QQN= SOCK OR V= Qp1UIa1�AI art PANnMATE Few. n _ VIWD FOR IMMAR.. LIFE SAFETY MO E Z NANG S ITEM PAIL SMIN RMELATE PLIE OE CF W-p (SEC It.rH1Ca j Do ' W,s"rI Y W ` SE1®U, O, REET a e 9) Lem a nooLm1 9) r* I*—, "'*. '■\ I P p1 ' ill- t'I �! j O aK ® r i--11O's FAWUNIM E D, i a s ��� • a• .. L-4-m I a' 1 I I 1 rF.1.• , r- eHLN r ,: `'. kl \ I of IwcRtTE W . ; i r _. N rAr -1 ,� "f' i-I I 10, CONCRETE BLOCK t I 1 +.r .� r ... 3 ..! I E REWIRED. ; , E - =--, I I 1 - - I t CASE A PLAN: CI)W i•'aR"D • • ar W ... •t�,P, � X_. L. I. .,. ^ _.,. , _.' 1. SCALE S/16.T• r/Ar«I :4 I 6/]� ,.-.- A, Yi i -- I �!L CASE R fPIAN) 1 LI Ly{L■�)L ,I � r/ tart • PF i -.P--,, 01 O-IE--.1 L 4HV L'I I ���-..aM„r SCALNL•�ST/••16-t' �f. .., WTaN . INN, L—DWI IaI'iI"'COOYIAeaIa. I , Ii W �'� �,aMA«'-1.- ..N,. A'�IAII'. P I I -Cl) it ' , ro Iftn wa - ;L!I v � `✓ t �IT.FW ,FF N.e.s �"® NA r..•. NO, r.r. Far ♦ In• - I I I T I _`NRN« 1 I 1 fr .as.�i,F '� '��' 4'i%:.1 I I 1 • IT try a j -� >. J aconcKk am "" i � FxEtwc POURED E D w- I race C /f�P INCOUWH "Eh") I CONCRETE (A _- - - ) " REQUIRED ;11 / - -- r/ IA. 2Y ffipw,p�yAW.�r ANpP1fa FEAT i AN0 r,IMAA4rt ;' ..L __ __._ _. 1 ( 1 N.--, -- .Re MR •/ W�I NW a...MAOaMI �" ,..I rrA « P" on a TAP -OW CONCRETE A CH ORS -. _. is 4� •-T w- \ , , \ . �::. a r"i�S (m SG1[OUE G» - - - - l a for a ' I, ONmsmitp SN67/ a THROUGH ., BUILD",l.Ma I mm ��I�EEyy SECTION Z SCAEF 3/6-1 SCALE 3/bl- "-"'� Ham'•, Ep ONDPAP t' - to, . F o„ „a, ,w W=„AMMi W _EDGE aF OU"'"O rM MP .NI AR• ANON Iw • NEw 1• WIDE . NANES N ,/9' E0. -EDGE DISTANCE T a 714CK ALUM. TUBE OR I• . (SEE SCHEDULE ON © O EASE F (PLAN) - . _ � � Co/ P T WOOS PUTS SPAM :' SHEETS 6 a B) - SCALE 3/,a-1- -* NEW " WIDE. VARIES , I/11- , .O NOh FOR CDMBA.INATIdi ELF arCi10NS: ALUM. TUBE O1 1' . VARCS (- P T WOOD PLATE SPACER i TOP a BOTTOM MOUNTINGS CAN !K e[tRND tAMHt 1 COMBINED IN ANY WAY TO S(A1 ANY CASE E fPLANI I INSTA11AnON. gnat 3/,6-r HI - - (YQn B TMDUCH 1)� , I CarA. L_ - e. iLalmr CJ / �}. IaA1TND PP`- •••••• ✓ FLORIDA BUILDING CODE N) h Veto Hurricane .---EPL,Et[ Nr,+IIe-+__ cOHCRETE OR ...y 4--.9 Im+K R v. �L:'• E A,R tl*W` 10 R � ,WeaAE , i1 uP� RCoAcAM [ KOLK I.1gY1 RI a= H« 14167 •: _ WLet� � 2D RAKE GALVANIZE STEEL STORY PANEL 0, a Wa ...) 11 f 16 SECTION X-X * ; * s C - „� SCALE 3/B.r -� LOBAL PROTECTION PRODUCTS, LLC DF DETAIL FOR SPACERS REOUIRED AT TOP Oft �' S o... ► If j IL ECOFaE. ILK& ffta BOTTOM TRACKS ADJACENT TO STUCC10,10MO BANDS ��E.'�_, AI.• -,. "". ,. .MIT r�MF-LRaI. nwnr Da)w Tw. rwr (r.)ae+797 2O- FR01DVCJFICYAI.I7AnQNRMCQJkT NO, 10.8727A2 2 9=TEST REPORTS, Large missile Impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, RE. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largesepada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Juno E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Teat as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jac'lofarl P.E. as per ASTM E-8. 2.3 STRUCTURALENGiNEERING CALCULATIONS: On 24 Gape Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, I no., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Wafter A. Tlllit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under Section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, It 1, 13 thru 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �RyNlllll I \CENSF :;�� -4—: `J1s7 ;* /ar(OR10A, ����aa`" NhpS1jONoll IAII00 ALXe PROF11017 RV r, )ATION RXeDBT110. 2D-B727,02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6, MATERIALGHARACTERISTICS AND SPECIFICATIONS" Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.176. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7• LIMITATIONS -AND CONDITIONS OF 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tlfteco, Inc. and signed and sealed by Walter A. Tllltl, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 10202 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tit lit, Jr., P,E. (Florida License No. 44167), President of TIfteco, Inc. (Florida CA-0006719). WATLLL Drl TILTECO ADMON RECORDS I? E. REPORT.20 A GALVANIZED STEFL STORM PANEL A DRWO P 20-1761 RI 1/4. 2/4, 3/4. 4/4. 5/5. 7/5. iW/10, 2W/10, 3W/10, 4W/10, 5W/10, SW/11 It 7W/11 6/5 3' IAX ATNCHORS: POR CONCRETE BEE SCHEDULE ON SHEETS 6 a_ A VAX- '- I' YIN T _ _.- _.. .... - _ _ FOR WOOD SEE SECTIONS OR SHEM 10 a I 1 --.. -____r 1 MN. e o 0 a ,O.O. (�+� ,' r-' I ",-- _, r_ , i --i-TT-1---t--l'-1'-7"--�--I D.M. 2 33 4 ( -1-- - �- r -T - ?-r ; - _ . r i � 1], 1_-.._I �,,].__.__L_1.__.1 � !. - __.___.1 .'L._L.._. _. t_. I..I EO �' } . �, I l I II I1�� ' I (BOLTED PANELS W/ 1/40-2O.1' UNBOL1Ep PRAM �LIGBU.J ,5 i 110t Y.Y. BOLT W/ OVERLAP . 3/Ja' _ I(SEE NIEC O E/L OkPPUC (sLE sEcnoNs AS MPLLCABIE) - I _I i_.1, I I. 1_1 - -_i ,1_I t I I LI � FI-] --; I .0 I i Ii D.M.,©.( 0®& _ ._ _._ o _ 1, .,.__1___ __ _..IB� _ __ o __ a __,__ I. trAX - 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, "" IW/10, 2W/10. 3W/10, 4W/10, 5W/10, eW/11 IT 7W/11 - __- -... ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS • A 0-. FOR WOOD SEE SECTIONS ON SHEETS 10 a 11 REGULAR STORM PANELS nJ & RDA ELEVATION N T.i ,/4, AIM GAP 2.47' (+MN O~ -1 WHOLE VNAEY) V 3/ 3' HAI 1• NMI ► 6/5 1/4- MarCAP N..- ..,..., 3 .... •, -. EN ''_. FLORIDA BUILDING CODE (High VelocityHurricon• Zone :' N *: C 44167 ': C-� •* ATEGt4,'°�} Y♦ _.. _ f Da(is 1eRtu °�i011/6° W. IL EAF COIae 20 GAGE GALVANIZED STEEL STORM PAWL ON IN •F. L PROTECTION PRODUCTS, ILC. nm Er. a, smET n� (W)M-_-an "`a°° 07/CAN O"A""— 20-176 N,:.YW'o_. 0 'LAo a.'I -- =_OwA,�F7"k INSTALLATION DEIAiLs FOR REGULAR PANELS i`t? IIlr CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES NNC4IOR5- FOR CONOEIE 1FE 1CIIEOULC ON StECT B _ _ - _- RCD COIICREiE _ PQLIIRO CONCRCT[ _ D WNCRET[ PDR rOOD SCE SCCYONS ON 3tEEY t2 teaNcn[T[ n=6"S" -11 . m"' AEaHARm __ sIM aEDUE oN RLt21ARED °scLROLA SAP -1 1 R 9. WE VA � r oN py - 7 I I I I I �. SOX L GV \ I I I I I 11 I ': 1 $ C _. -- _ �..... .. _ ...i . 1 _1.. __. _. _ N 4 ti"_ p 'I;;>: \ ..1•.. j f+ . ` i 7a tan a/ , , I • - IRE I � I ; M W i I s , rsWrRW. YN I 1 I A� tUELXM ,e 11, f 1 ! I- A _' � I a � r- � r Ti� zr raw �a p`a ; f - • , j 1 �o I. • 11/i'P-ra•1' � j1/4•a'-E6111' /I YA S i3/A:I-TOr LS I I i � Or ,L, �H C TA f 1 /( � , MMX e0.15 W/ I Iss mile Y � , ts��.T��.•1y.rolls r ! j I I . S I ,I, I L N r,.a~Nirt] uW , _. I i A.RT • iAOI 0 4W 7 , .. i ' I 1_ j::p s �a wAIAN ; i I i I i I IL ....__ .._. _ _._. ' A . I -. - '';L - I 1 I � I I ' I r I L' 1 s''ly , I I 1 1 1 R6­1 1 Soa I - l 9, Ta BALL BrD ]• M,B I- 1 1 =, cs� - E- WI1O° S07L asK-'I Dr t' -ua 1 SDTL 3' Ya., ._. D.Y..®a ® BB OVB 1 • uwl. Or 1 I� I MAX of r r wA. .'.`, _,. .-..'., % MAK _ IIIO1ol6: FOR CONCRETE SEE SCHEDULE ON SHEET e-..-- - - - - 1 11AN 1 /rr.,/�' �''' j 1, 3 FOR 'EDOC SEE SECTIONS ON SHEET 12 1.Ef A E - E� i REGULAR STORY PANELS n a' Q ELEVATION , r„ I- os'IF I i T I 1_ _ 1 t l 300' 7 P -1 t <, ..47 _)„4• . ,__ 1 (,aE IHRR- 1 RfID1E IaLEY1 �� ,//4'e-20r3/a' ON tHLT W.. LY/ 7/a-•1/7[' WIND Nln .•�, ..-.,_ ._ __-._..... : __._. LL-a ___'- ti .._}-.- r. N _.. . • 12 1/2 CXINGIW,[ ANLWa{ - _ _ -_. _ _... (SIDE CH ANCHORS 1CT1m1A[ ON ,/a' WI. ('j1 all[t e) liH ,. ANCHORS (9a uH ANC old r SHOT 9) 1 ,wrn AT Ko OR $EI:TNrit A A 4vp,) [ONC41 PPgqrxEEp I:ONCICIE 01R GII ato~ SGL[ ]/Ja•-, . -.. 06NrJRri ROCN amu m r umm DIRECT #MO WALL MOUNTING DIRECT MQ W44 UNTING SECTION 9 SCALE 3/5-1• SCALE 3/8-1- SCALE �,P A.1'" 7�, 3A r'V,GEII''•'_ FLORIDA BUILDING CODE M h Velocity Hu cons Zone NOTE Fart cl]MBYMTIDA OF sEcrlDNs: ' NO 44167 •°It0 n'�. INt 20 GAGE GALVANIZED STEEL STORM PANEL ORION ,c E.D. E0E DISTANCE * � - * :, C4 ar/a/me (SEE SCMEUIf ON TOP a BOTTOM MOUNTINGS CAN BF 4 S TE OP`-' -: ""'T-. -� GLOBAL PROTECTION PRODUCTS, I.I.C. am SNEER B) COMBINE IN ANY WAY To SUIT ANY 1 L E C O NMI. INSTALLATION. '%I 00,;., f 1. �"ZI .e01 Er. eI pray R1Q �A 4(•s; • C. 'fsL� ,w �"oBW"i�' ".uIN"" PAOK: (r6N)w »+�L. a�ul.' NBaIIM-nn 20-176 �YA.SI aYrNa W. 'ATN At ILXE/aLR At MION .Om97+JC. IE n. I- RER a a a tR W CIJ N i V O �V A ♦ � .F-+ U � Ell Ell �- c 0 Oo C .M co U -0 - a- to C Ell = -.00 Ca CQ -0 -in- -0 C C 0 — = CU Cn 0 0 CU U_ 0 > . -� CD � M � CL ,i F_ -0 . -_ U) Q Q L� Q Z Z W J (D O e\�X I �T ::. W 0 L o L14 -2 - ?• C 11' N1. H CC C L.- Cn -O CV L Q - CV 3: _T aA `1 (LA CL � W c c CLA (J If 3 - N9 W Nu _= .-Z a) 1` c N= aT N a -O C_ E CD di U 1. LU Q Z Z J CL SHEET NO. SH 1.0 on a f1•Q'MN- +' > . . 00NOMER loom as>eFf. w IaN1Ya r., , `\ :\ h Me..., o � I / i•. I I ( I An 1 1 1 1 I , w SHED • + 1 m uYnx° a�°ua1p• j 1 1 I 1 ®1 oNA � 1 1 r-- � )1H• 1 I 1 I 1 I I 1 1 � a I , ' I 1 --I I l I � 1 I 1 r Ya N7a,AJcn �� 1 j� I 2 WA AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS WIN 1t•W can ='cf=Xroq c �iaior,M ` --t '� _---_--- --- -_ �n ---r.-•-•-r,--c \r Y Ot, •/ ♦ nwl Rn MIL. i �v 2 OBE � ,•e r r. NN c Av,�nppnw�a ��. X •-- + � � MY ZIEiAllrl \` ' 7 an'il'aM°� I'•sN`.I Mai• � eoa , / \-^� I •TMaA' • aa.om•J w RM aa0 AIu - oJ-n auo. ZF•TieAi�P�. "�• j - - _ - _ _.. _ _ _ sL Kea e 2 s>oYt a IIte ran 1 I I �;• I j I 1 � �•or��a�•�a' AN'° ' r`M Lb ((JJ7L �'�•IIIAf. ,• • I . -0• ,AIR AN4 !✓.-I�RtrIMAlI, MIN° ' 4 1 I t �1r�r 1 I •taeC1110F0 f Div �. L--.r.. wulw ww1 • ts¢ Ylul°N SPILT STOR1l_p�1NE SECTION Y-Y Jp� --_$�, ELEVATION A1p(p SCALE t/{'� DETAIL pGLL 1H'-+' 'p1N U9wq � t ' MULLION SCNEQULESPAN crit) TIME VULUON 1qa. TeAtIDN KOUtem Mn. / + w yen • ..1w.Fp aan AFaoRIL� 7774' • a N �J--- /IIKr • ePN/f WLIO i0R,t9_DhDA[SION/PRESSURE MT61C SECTION 1 SCALE 3/a-1• NOTE. MULLION CM UCA AM K INSED W/O STORM P01NELS ON TOP OR WrYCM m THAT IT 15 LOCATED AT TOP M 90110M OF OP011lr. (ONE PANEL OPENING •/ TUK TOP a 90TIOY1 INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA INTO EXISTING WOOD STRUCTURES N/IM w Fxel . r�� _ IaeY�.-w w�•n - � - - t •� v� �•�sc W aiM aP1 MOId - w •Ns•r•c• INhwlt7s•r•A. -- /�rx• M,.•ii+w w,6.Yw 7 ! o1w,e III60A 4 ++ _ rme xw ICY, 1 //rr INRY116 � 1/�' IRS .IaOi � - R MASH '` .. � ' '� is aMlr F•R, N•Na I • � x•re ,IwOI _ .._.. K� M AUe6FteNV M I,MI•eU d Ir •'`. it1 .I I -�- ,r j ------ ;'t .i i � y 1T '0 - ' q A la1 tP •,. w �. , O INIVALLATICIN ALLIVE 3W iRx ili,T ee I :' I , ii' rl.aY ...•. •- f NSTALLATIOM - ALTERNATIVE S W LIM is Fe•+,MrwP AlSaiilA ,PIF ion eaa ... _ - -_.:: BOAR: 1/1' - 1' CEILING Nk FLOOR MoLRi[INfi WALL ! FLOOR MOUNTING IPISTAlLT10N - LLTEBSLTIYE AW INSTALLATIONS - ALU3NATNE SW YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1- AS-D. DESIGN PRESSURE PAT=) SCALE' 1/{• . I• MILL' 1/{• • (• Ta• qpr KOMI B Ij nr m o,. AIIIa. n+� 'I�•.wRl PIIRI'ID'F•aa1P e{K Nam{ •� NINUN I.LwJAilie10IN - .SECTION AM ,SLIM, 1NI awl. 1/1• - 11 I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/! UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir. * � mropr NDTE FOR COMBRMI,ON OF SECTIQxs: ST E OF �. �� IL E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. LLC. am•Q _ •9O ,• ma Lit.' 67AtCT TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n- I R.. a. +F6.e w Ia•T nNR1[: (awNw-TEFL Fug Nw7w-on 20-176 COMBINED IN ANYWAY TO SUff ANY FSS/0 Al G w av:m000nu �m '•' . �,n r OKOW IN, NY INSTALLATION. fAl/Ra'MII1A[/a1W INLIaI A .A,• ►.c •+r iMNRr w er M WNOEn ANDCM CONCRETE ARC OM (stE x7RDUU M� TALE sclo off, ON -,"SHAH 1a) pQ1 ,.) wal" m �• I " i I � I LVT WIN otanatit/ 2, Lj V111A IF L J'w r_w U I I � m�0io •�'>•+ t�o.c � I ro our TIMY0 12 il�jr as b t/r YMI II ro • r , PC. �ELf r MM (Gat x) T° • 2 ,fY o.t �}��((( (KT Ki. ,�.)I. , pJ (Kt MIT 2/1.) A I C C OR CONOMM SLOO, WALL Dan CONCRM I N IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14, FOR Raw saw In SECIIGN ON1JIRT I YN HACK 01 C, R LOCATION s Aeq AA ,/,• /15 AI LIFE SE LOf:ATION AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4. I LOCATION a LIFE TOLE NOTE ,BFLOIn •' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT KALAAR roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL W/o (SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE 61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW (� SAW;1.) ELEVATION WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1• - SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .� NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N� IMP I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - -- OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff., LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS SIX R��RS ��RR�)• use I f BRBIWBIB)NIBe MEMONWww"0/BIII'� (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. � )1H• 1 I 1 I 1 I I 1 1 � a I , ' I 1 --I I l I � 1 I 1 r Ya N7a,AJcn �� 1 j� I 2 WA AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS WIN 1t•W can ='cf=Xroq c �iaior,M ` --t '� _---_--- --- -_ �n ---r.-•-•-r,--c \r Y Ot, •/ ♦ nwl Rn MIL. i �v 2 OBE � ,•e r r. NN c Av,�nppnw�a ��. X •-- + � � MY ZIEiAllrl \` ' 7 an'il'aM°� I'•sN`.I Mai• � eoa , / \-^� I •TMaA' • aa.om•J w RM aa0 AIu - oJ-n auo. ZF•TieAi�P�. "�• j - - _ - _ _.. _ _ _ sL Kea e 2 s>oYt a IIte ran 1 I I �;• I j I 1 � �•or��a�•�a' AN'° ' r`M Lb ((JJ7L �'�•IIIAf. ,• • I . -0• ,AIR AN4 !✓.-I�RtrIMAlI, MIN° ' 4 1 I t �1r�r 1 I •taeC1110F0 f Div �. L--.r.. wulw ww1 • ts¢ Ylul°N SPILT STOR1l_p�1NE SECTION Y-Y Jp� --_$�, ELEVATION A1p(p SCALE t/{'� DETAIL pGLL 1H'-+' 'p1N U9wq � t ' MULLION SCNEQULESPAN crit) TIME VULUON 1qa. TeAtIDN KOUtem Mn. / + w yen • ..1w.Fp aan AFaoRIL� 7774' • a N �J--- /IIKr • ePN/f WLIO i0R,t9_DhDA[SION/PRESSURE MT61C SECTION 1 SCALE 3/a-1• NOTE. MULLION CM UCA AM K INSED W/O STORM P01NELS ON TOP OR WrYCM m THAT IT 15 LOCATED AT TOP M 90110M OF OP011lr. (ONE PANEL OPENING •/ TUK TOP a 90TIOY1 INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA INTO EXISTING WOOD STRUCTURES N/IM w Fxel . r�� _ IaeY�.-w w�•n - � - - t •� v� �•�sc W aiM aP1 MOId - w •Ns•r•c• INhwlt7s•r•A. -- /�rx• M,.•ii+w w,6.Yw 7 ! o1w,e III60A 4 ++ _ rme xw ICY, 1 //rr INRY116 � 1/�' IRS .IaOi � - R MASH '` .. � ' '� is aMlr F•R, N•Na I • � x•re ,IwOI _ .._.. K� M AUe6FteNV M I,MI•eU d Ir •'`. it1 .I I -�- ,r j ------ ;'t .i i � y 1T '0 - ' q A la1 tP •,. w �. , O INIVALLATICIN ALLIVE 3W iRx ili,T ee I :' I , ii' rl.aY ...•. •- f NSTALLATIOM - ALTERNATIVE S W LIM is Fe•+,MrwP AlSaiilA ,PIF ion eaa ... _ - -_.:: BOAR: 1/1' - 1' CEILING Nk FLOOR MoLRi[INfi WALL ! FLOOR MOUNTING IPISTAlLT10N - LLTEBSLTIYE AW INSTALLATIONS - ALU3NATNE SW YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1- AS-D. DESIGN PRESSURE PAT=) SCALE' 1/{• . I• MILL' 1/{• • (• Ta• qpr KOMI B Ij nr m o,. AIIIa. n+� 'I�•.wRl PIIRI'ID'F•aa1P e{K Nam{ •� NINUN I.LwJAilie10IN - .SECTION AM ,SLIM, 1NI awl. 1/1• - 11 I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/! UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir. * � mropr NDTE FOR COMBRMI,ON OF SECTIQxs: ST E OF �. �� IL E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. LLC. am•Q _ •9O ,• ma Lit.' 67AtCT TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n- I R.. a. +F6.e w Ia•T nNR1[: (awNw-TEFL Fug Nw7w-on 20-176 COMBINED IN ANYWAY TO SUff ANY FSS/0 Al G w av:m000nu �m '•' . �,n r OKOW IN, NY INSTALLATION. fAl/Ra'MII1A[/a1W INLIaI A .A,• ►.c •+r iMNRr w er M WNOEn ANDCM CONCRETE ARC OM (stE x7RDUU M� TALE sclo off, ON -,"SHAH 1a) pQ1 ,.) wal" m �• I " i I � I LVT WIN otanatit/ 2, Lj V111A IF L J'w r_w U I I � m�0io •�'>•+ t�o.c � I ro our TIMY0 12 il�jr as b t/r YMI II ro • r , PC. �ELf r MM (Gat x) T° • 2 ,fY o.t �}��((( (KT Ki. ,�.)I. , pJ (Kt MIT 2/1.) A I C C OR CONOMM SLOO, WALL Dan CONCRM I N IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14, FOR Raw saw In SECIIGN ON1JIRT I YN HACK 01 C, R LOCATION s Aeq AA ,/,• /15 AI LIFE SE LOf:ATION AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4. I LOCATION a LIFE TOLE NOTE ,BFLOIn •' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT KALAAR roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL W/o (SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE 61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW (� SAW;1.) ELEVATION WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1• - SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .� NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N� IMP I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - -- OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff., LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS SIX R��RS ��RR�)• use I f BRBIWBIB)NIBe MEMONWww"0/BIII'� (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. / + w yen • ..1w.Fp aan AFaoRIL� 7774' • a N �J--- /IIKr • ePN/f WLIO i0R,t9_DhDA[SION/PRESSURE MT61C SECTION 1 SCALE 3/a-1• NOTE. MULLION CM UCA AM K INSED W/O STORM P01NELS ON TOP OR WrYCM m THAT IT 15 LOCATED AT TOP M 90110M OF OP011lr. (ONE PANEL OPENING •/ TUK TOP a 90TIOY1 INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA INTO EXISTING WOOD STRUCTURES N/IM w Fxel . r�� _ IaeY�.-w w�•n - � - - t •� v� �•�sc W aiM aP1 MOId - w •Ns•r•c• INhwlt7s•r•A. -- /�rx• M,.•ii+w w,6.Yw 7 ! o1w,e III60A 4 ++ _ rme xw ICY, 1 //rr INRY116 � 1/�' IRS .IaOi � - R MASH '` .. � ' '� is aMlr F•R, N•Na I • � x•re ,IwOI _ .._.. K� M AUe6FteNV M I,MI•eU d Ir •'`. it1 .I I -�- ,r j ------ ;'t .i i � y 1T '0 - ' q A la1 tP •,. w �. , O INIVALLATICIN ALLIVE 3W iRx ili,T ee I :' I , ii' rl.aY ...•. •- f NSTALLATIOM - ALTERNATIVE S W LIM is Fe•+,MrwP AlSaiilA ,PIF ion eaa ... _ - -_.:: BOAR: 1/1' - 1' CEILING Nk FLOOR MoLRi[INfi WALL ! FLOOR MOUNTING IPISTAlLT10N - LLTEBSLTIYE AW INSTALLATIONS - ALU3NATNE SW YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1- AS-D. DESIGN PRESSURE PAT=) SCALE' 1/{• . I• MILL' 1/{• • (• Ta• qpr KOMI B Ij nr m o,. AIIIa. n+� 'I�•.wRl PIIRI'ID'F•aa1P e{K Nam{ •� NINUN I.LwJAilie10IN - .SECTION AM ,SLIM, 1NI awl. 1/1• - 11 I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/! UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir. * � mropr NDTE FOR COMBRMI,ON OF SECTIQxs: ST E OF �. �� IL E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. LLC. am•Q _ •9O ,• ma Lit.' 67AtCT TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n- I R.. a. +F6.e w Ia•T nNR1[: (awNw-TEFL Fug Nw7w-on 20-176 COMBINED IN ANYWAY TO SUff ANY FSS/0 Al G w av:m000nu �m '•' . �,n r OKOW IN, NY INSTALLATION. fAl/Ra'MII1A[/a1W INLIaI A .A,• ►.c •+r iMNRr w er M WNOEn ANDCM CONCRETE ARC OM (stE x7RDUU M� TALE sclo off, ON -,"SHAH 1a) pQ1 ,.) wal" m �• I " i I � I LVT WIN otanatit/ 2, Lj V111A IF L J'w r_w U I I � m�0io •�'>•+ t�o.c � I ro our TIMY0 12 il�jr as b t/r YMI II ro • r , PC. �ELf r MM (Gat x) T° • 2 ,fY o.t �}��((( (KT Ki. ,�.)I. , pJ (Kt MIT 2/1.) A I C C OR CONOMM SLOO, WALL Dan CONCRM I N IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14, FOR Raw saw In SECIIGN ON1JIRT I YN HACK 01 C, R LOCATION s Aeq AA ,/,• /15 AI LIFE SE LOf:ATION AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4. I LOCATION a LIFE TOLE NOTE ,BFLOIn •' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT KALAAR roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL W/o (SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE 61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW (� SAW;1.) ELEVATION WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1• - SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .� NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N� IMP I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - -- OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff., LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS SIX R��RS ��RR�)• use I f BRBIWBIB)NIBe MEMONWww"0/BIII'� (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA INTO EXISTING WOOD STRUCTURES N/IM w Fxel . r�� _ IaeY�.-w w�•n - � - - t •� v� �•�sc W aiM aP1 MOId - w •Ns•r•c• INhwlt7s•r•A. -- /�rx• M,.•ii+w w,6.Yw 7 ! o1w,e III60A 4 ++ _ rme xw ICY, 1 //rr INRY116 � 1/�' IRS .IaOi � - R MASH '` .. � ' '� is aMlr F•R, N•Na I • � x•re ,IwOI _ .._.. K� M AUe6FteNV M I,MI•eU d Ir •'`. it1 .I I -�- ,r j ------ ;'t .i i � y 1T '0 - ' q A la1 tP •,. w �. , O INIVALLATICIN ALLIVE 3W iRx ili,T ee I :' I , ii' rl.aY ...•. •- f NSTALLATIOM - ALTERNATIVE S W LIM is Fe•+,MrwP AlSaiilA ,PIF ion eaa ... _ - -_.:: BOAR: 1/1' - 1' CEILING Nk FLOOR MoLRi[INfi WALL ! FLOOR MOUNTING IPISTAlLT10N - LLTEBSLTIYE AW INSTALLATIONS - ALU3NATNE SW YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1- AS-D. DESIGN PRESSURE PAT=) SCALE' 1/{• . I• MILL' 1/{• • (• Ta• qpr KOMI B Ij nr m o,. AIIIa. n+� 'I�•.wRl PIIRI'ID'F•aa1P e{K Nam{ •� NINUN I.LwJAilie10IN - .SECTION AM ,SLIM, 1NI awl. 1/1• - 11 I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/! UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir. * � mropr NDTE FOR COMBRMI,ON OF SECTIQxs: ST E OF �. �� IL E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. LLC. am•Q _ •9O ,• ma Lit.' 67AtCT TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n- I R.. a. +F6.e w Ia•T nNR1[: (awNw-TEFL Fug Nw7w-on 20-176 COMBINED IN ANYWAY TO SUff ANY FSS/0 Al G w av:m000nu �m '•' . �,n r OKOW IN, NY INSTALLATION. fAl/Ra'MII1A[/a1W INLIaI A .A,• ►.c •+r iMNRr w er M WNOEn ANDCM CONCRETE ARC OM (stE x7RDUU M� TALE sclo off, ON -,"SHAH 1a) pQ1 ,.) wal" m �• I " i I � I LVT WIN otanatit/ 2, Lj V111A IF L J'w r_w U I I � m�0io •�'>•+ t�o.c � I ro our TIMY0 12 il�jr as b t/r YMI II ro • r , PC. �ELf r MM (Gat x) T° • 2 ,fY o.t �}��((( (KT Ki. ,�.)I. , pJ (Kt MIT 2/1.) A I C C OR CONOMM SLOO, WALL Dan CONCRM I N IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14, FOR Raw saw In SECIIGN ON1JIRT I YN HACK 01 C, R LOCATION s Aeq AA ,/,• /15 AI LIFE SE LOf:ATION AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4. I LOCATION a LIFE TOLE NOTE ,BFLOIn •' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT KALAAR roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL W/o (SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE 61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW (� SAW;1.) ELEVATION WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1• - SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .� NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N� IMP I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - -- OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff., LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS SIX R��RS ��RR�)• use I f BRBIWBIB)NIBe MEMONWww"0/BIII'� (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. WNOEn ANDCM CONCRETE ARC OM (stE x7RDUU M� TALE sclo off, ON -,"SHAH 1a) pQ1 ,.) wal" m �• I " i I � I LVT WIN otanatit/ 2, Lj V111A IF L J'w r_w U I I � m�0io •�'>•+ t�o.c � I ro our TIMY0 12 il�jr as b t/r YMI II ro • r , PC. �ELf r MM (Gat x) T° • 2 ,fY o.t �}��((( (KT Ki. ,�.)I. , pJ (Kt MIT 2/1.) A I C C OR CONOMM SLOO, WALL Dan CONCRM I N IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14, FOR Raw saw In SECIIGN ON1JIRT I YN HACK 01 C, R LOCATION s Aeq AA ,/,• /15 AI LIFE SE LOf:ATION AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4. I LOCATION a LIFE TOLE NOTE ,BFLOIn •' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT KALAAR roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL W/o (SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE 61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW (� SAW;1.) ELEVATION WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1• - SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .� NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N� IMP I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - -- OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff., LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS SIX R��RS ��RR�)• use I f BRBIWBIB)NIBe MEMONWww"0/BIII'� (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14, FOR Raw saw In SECIIGN ON1JIRT I YN HACK 01 C, R LOCATION s Aeq AA ,/,• /15 AI LIFE SE LOf:ATION AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4. I LOCATION a LIFE TOLE NOTE ,BFLOIn •' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT KALAAR roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL W/o (SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE 61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW (� SAW;1.) ELEVATION WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1• - SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .� NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N� IMP I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - -- OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff., LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS SIX R��RS ��RR�)• use I f BRBIWBIB)NIBe MEMONWww"0/BIII'� (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. (w/ OR W, REOUAR TRACKS.) 2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I' THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF STRUCTURE. 3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(� 1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._. THIS 2 ON SHEET 14. F MLA. LENGTH FOR LOYPONEM W 6 15'. Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I SCHEDULES t 2, SHEET t{. T * :• COMPONENT MAY K PERMANENT OR REND IVI E All .•C�L_ - /1 S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15. 6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np • SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a Pl >rA✓sRN.tur/aR a-aoo6m VA.=dT Ale. A A al b. DR .. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE 011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note .142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7 P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7 -rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6 ••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. • KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa Ain CMMPKrO. LONIM i' (IL) PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP) 6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM) r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M) r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow H62 -no r WA WA N/A r N A r N/A r R,A 7' on LESS / 2 A . (10P) -4' OR LESS r r N,A M/A e• r r r a• r J teotTaTN) IT' N/A OVA N/A r MIA • RH e' NM 7 (lap) or a• WA "/A a• e r 6' r 4 A 7 (earlm0 WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS % W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO. vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61 t•DON a Iar-ar A"k•• aw. 0aPKf INw 4101,0011, RNKw (N 2 ) , a 21, , •.a,w,e.D, oN.rr,wl J , J a T a Tn Nast V R FACIaR It - a IA- .1r._ Im -- - �ID •.ID Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. Y IDFO BNr eUNR1O w/ .. ,,.- D.C. FM f w ro r-r AND . ,H' D.C. � Io r-r M.. M �+o p2 a M rMRLMR • RIM , 1 W. /2• 11RrA0la 0 FRAKI, TOR ALL LwPNH6 V TO 1/•. LD. • 5/9' LONG Sun MA• I III IH'P-204• I.S. Y.S. • 6 1/4• OC FOR nUQ AnDTFa IV TO a•-r AND 1 I/.• O.0 MR Laterite M TO r-e• INN. 2'w• KARL M //ta-f0 FANOJMn F15ME to M 7I611F•D I Ii I•THRIAM At (3JMtMIi,C PLUS • 12 1 ' o. C. `R" I II MIawCAN of wawa KATI I" '�' Au UNDMJ UP IV r-r Ma DIRECT IAM SCALE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. INSTALLATION DETAILS FOR REGULAR PANELS(( & A INTO EXISTING WOOD STRUCTURES 'I II: I 1• w •roA T I•pF' YwI1ON��Fa� � 11 b da1M KbR ,MOK ' I ; it I' �I 36u,7 nN E0, I f 1 1 1 �' I •••• �•�' Mom NW7I 1 rr- �'A"N FaaRlm 1 � Y I a ALTERNATIVE E W .. � SrALf ]ro-,• sal I ,EI ON alAt . 1 - FOR w ASS - I TO CLASS I t I • 1 'r ,7 t pS Or 'DI EQ( TO SO( TO quit= E01.. _1 .7Rr.- tlem F,AI 1.. , .--1•R/w.�y yy -Ili '1 iPNO NN�A'r o.0 1, .Gm N10E .. I •rll•m �� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1- Rcwalm 'i ... w A.Au, un wl7.1 A ATnwu �. J NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. NOTEk I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL. TOP k BOTTOM MOUNTIMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS TOE RLAP ((/2 1 2 lb PAtO.Crl.) 122 Mgt -ON EV ENI INVIENNE11% � O 67_ • L11. . •. • . > • . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN - t•7 mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t SILLS • EVERY OVERLAP w1/2• a C.) HOLD P 5/6• Mxl (CASE J' MN. (CASE N) Y Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L) FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 ) +55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS 61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP) +SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6' 6 N/A N/A N/A e' N/A e• N/A +55.0 -72.0 T-a• TO r-e- S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_! rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL INKSILN MIN° .I. OF THEM ♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS +52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS +55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0• +560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•- ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. ALTERNATE LOCATION AT END PAM 1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL OR B ''' SC"E°uE SCHEDULE .�3•-.. p FOR -(-. 02 FOR 3• �I MM MICHM MRa ANCHOR SPACING "NO"' '._r MM DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 WAL, 3/Ir - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I-' SCHEDULE 1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE. fY3[EEE aN sNEn u1_ - a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa FAESA.ee AUNT al) txRNnWN N++.) twQL Kcnow) .00 -no r-r Fix ,1RKTID IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL. REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM A om m t/{'I 1/4•Y t {Y Ile. 1/4. iKquw 1AN1w K a1P+.K full Oft" MN Nam w_ oom On) J J J J 2 1n 'NMaI.•e O.) , a J J a LFA1N Err (1•J ! J ] ,,r .. _ J 1n • ASML m B� /ICIOI At ]6 -_. - -_ -. T ,m I ID - LID �, -- J ,n' - Im 1m t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. t MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e) _,.VIIIIIIINN ' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone * No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w: S �+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0 oe •.�� 1OI - IL ECOlwe •6GRA.51~ '$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06 Nur . w6 R+i-ur : pigl f-ii r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN wAliw A 111N U1 IL t•"+ - wai { of 61 IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' « As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.) ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM iDtt ILDCA teDCAt TOOL iDOt /IDaN p' N/A 6' N/A d" N/A N/A N/A 1 (HOP) 6' {• 8' e' e' N/A M/A + (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B" � lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA) e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP) 6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM) N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y) SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2' e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP) 4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM) ON LESS 12'-{• OR LESS e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM) 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. 2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss 11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM 51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO, Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r• 1/FWM O IM-r/ CIaA�I eO1P-Kl MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n / pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n /all E8 (♦oK �� I b0 10 R ID 6U , 1wn L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. L • . • � _ • : :. it fL _t a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re - II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER i I I ICI 1 � Ll'Ld7Y ' . . - edn iRo•. MARL ano . � Exew ano . ( P +/a• of 7. \ I • 1/r oc y' , ,/r or I waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M affT • •riT • NO[1 e Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN ro sun ro our. � to suss. Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/, (SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1) Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _ J/Jr• aYR nu/ o.ENAP •Dan olwP a�ran 1wTleM , I ! 56R 50R � a I Tr II '. Iu 1' ' a' Y• , I a 1W I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr • I I 111w10VNJr � +MR teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1 I/a7 VG SCREWS 2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D RCOLM[D REDUteFD I KOUeRO PENETRATION -� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure INSTALLATION P-0) E. ALTERNATIVE MD � a PLAIT _� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _ AT YIOwOTN OF PLAIT SOLE 3/e-1' SCALE 3/6.1• SCALE J/hi• AT 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND PANEL'S LENGTH UP TO 12•-4• 2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL Na7F TOR CAYB66NL170M OF SEfTtlNS: LOP k BOTTOM MouNnhcs CAN BE COMBINED M ANY wl\r TO wrt ANr INSTALLATION. DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM • '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES - , ,/i TAe /petR/T10N ro oosl►Nc�1 Tow I � I' I I I u I rD/ I I � AfO11aLO I "'B0 "" 1 ALTERNATIVE 2 I /-_- pw1• MICNK p 6 I TO•�i'F�7 , 0c i I I I E01 � I II I EO EO 1phr. ! r100D MI[ ff I I � n ICI LALIEN 1 GLOBAL L ft. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. Cn Cn " ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4 rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2' ' , II �. IrCA0E0 IOITM110M M 1,.wNa/r Law •Nr eMNrlc ./ ,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1' Tt/a{AOm ISNLTMIIM ro a0D0 run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1 WA MOUNTING INSTALLATION "„LINTY TIL(/l � FLORIDA BULDING CODE II •GmR R,IM. I,C. S1 � 'Au 20 GAGE GALVANIZED ! , aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q +ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION '� o'•, � a' �TIL E�T CO FN�. 2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e PRe 2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. L s- cc 2 c � -a 0- O 0 � 0 � z M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. M N C7 O • N r• � n Q N mu' f- 12► 3 W� ate. i ?aU) W O U � o W = Z Z Q J POUM SHEET N0. SH 1. W O U � o W = Z Z Q J POUM SHEET N0. SH 1. POUM SHEET N0. SH 1. .--L I I. L -I- ___ _.. I N J , L_ _ _ - ___ !1 III 1 1_l. 1 'I 111 )1 _ 1 I I I i I L __ _. 11 P 11 . ----/..._ ANCHORS (SEE SECTIONS ON SWEETS 17, 18. 19 t 20)--- ---.-- U' MAx. ]AIt7, 44/17. 1W14 UA7. W17. 6e/1R ,' MIN�9AW /B, TAW/TS a 6Yr/20 f*ONIS6, 76N/le a am/= 0 0 0 0 0 0 b mil- l 1 I 0... WM fi0.. PWll -..' ! _.l._ RDMAR AA. `,1�, V �' GII 11 44 Y;Tan Wi/7 w �1- i 7 i , - LE7gTH yyr 1 A Wy .I wa WR NNN4R1 AY � - - -« I (PA 9CUEOULf.) 1 PAID SORW - _pqy_ M MA' O LINT A me A6. _ p• IUx. 1• MIN 7y/7, Awl?. U/1IL X/17, WI7. WIS. W/Tf 70/tJMM.9�w, o I• W,1' - - - _-- - - ANCHORS (SEE SECTIONS ON SHEETS 17. 10, 10 At 20)... - - -- -. OPTION /2 FOR UFE SAFETY STORM PANEL(I ELEVATION SCAM AN, EMM � ............�.,.r•-..,... ... w....., w. �,. ..__�..._ c0r,s�i.x�r.... .•,s.,.u...ie,. �bt.Ni:=,.n...- ' SECTION A -A SCALE 3/IP-,' MAXIMUM A.S.D. Max, PANEL LENGTH MINIMUM SEPARATION PANEL SIGNPRESSURE L TO GLASS CONDITION RATING RNG (ps.T,) (SEE SECTIONS) +55.0, -72,0 a' -a" 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION /2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1(4• TAPCON ANCHORS _.- .'/4' TAPCON AK/LOGS ,[4TMCp1 ANCHORS -.,(•• TAFCON MIPIORS 9• D.C. ar D.C. 9• D.C. i r D.0004 POURED CORCIE1i POURED CORC+ETL POUPO CDNMETE : POURED COCon on CONCRETE: REiE am Watt$ 0 {J R K ROAMED 1 OCR [D 1 eLOdt �. ) b-. \" ; tile.• I� ~ 1iA,_ E{ \ 1/4• ..IS 0,0 : I Yw� W '� L. ` IN' vwIRO�RY m -CD ',s 1 rr� pro ; � _ j y,� p ' o r oY +" waNi ar ,�.�11 I gRplri ON ' .�ij± r RI 1-Y e G am IQ 7 � �S t R¢, IR N E>�J "AR ,• 1 R � �EO.J � I I • CD �7 [D �.Y t.O4'/ i / ED i i 1/41A-2OY3(4%s. Ms w/ �t/r ! t/sY-20.2314-E.S. V.S. W/ •[/e'63/32 04 NUT WYISKEA N .,, ^J/6•rd/32 wNO NUT WArrW B It 1/2. O.C. / (a'/OIO) '� veti 4 3/32' WINO NUT ®®�7 ey . 3/32t•�,Rw,1G�r `: WASHER W 12 1/2- DC. �1 4 TAPCON ANC110115 1 4' TMCON 1 4• TAPCON ANCHORS 1 4' TAPOOI ANCHORS --4 T/r O.0 ...._. f 4 1/2' D.D. ...-�4 I/2• OC, __-I�aa�• o.c ($MGM �y W/ TPA) (StAOOCIt'.D w/ SAW) RED CONCRETE OR CONCRETE TRACK .... COONCRETE ! OCK opt COMO" BLOCK roupw CONCRETE on CONCRETE BLOCK REGARDED "MO" oLoto WALL1ALLATIQl1 WALLMQWNT !4(I IMALLATION WALL IMiN n IN4Eru i ATE "tQ �$� LIFE SAFEpTY�PAN[L $ - MP.. SCALL 3/B'-1 • SCALE 3/B-.I' SCALE J/B'-, • SCALE 3/B'-r ` Fa 94V 19 dr >p ANCHORS TYK f In wmll - ro w NOR 9NiV41J11RRt NIO W00D i WIWAW LAIN Ow) f TRY[ A AND . "tat II off DI TIRCT E Me"NDCA AID 1WIWNY DISTINCT TW ON HAI Or4Y 9A) •M7.- ) so ED LESS 904tow FOR [E lift TWA YIOIGIm w MATIFL E Rf PAO C *0 SON SC M NYTwLTM O CTORx tTHaMIEE FUIrH wr.WA 4A 0.) r AMA t1 WOl0l1 OWING FOR 9Y THE FOPENATIOOLLOWING to u ONOICFACTORS. FOR THIS nwim m Sit U= 099WIIMo LIMO {'KING 91ML1 NOT M L� W1ft MARRY SPACINGI*Tw FIOCATm NOR EACH /IIC71OR iYP[ W1 TIIt 9CHIEON[ Y I/i• - INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1[4' TMCON M1pgR5 t[I' UPCON ANCHORS i 9• D.C. tr 6. O.C. POURED COM:F POURED CONCRETE OR CONCRETE92DcX J •. on CONCRETE DLOCK 1 REOLO 11/4' f 0.• ED.• 4 T I 1 I I Rsn IO 1 1 I I 1 WPA / ' 1 I: _. �,h 10'P PANILMA11 IWS W/ )6.. woo NLR WASHER EDulttD coNeRETE REQUIREDWALL SLOG i:GTJl4il�i' AALLAIBIN e R2ECULAR PANEL SCALE INQ7 19 • m MR A OIS T,K • �� i1RB 114'• WPmI 1/.•. IN VA •EIAAA7101S INTO NDD YR AMROR WrOW OnJ 2 7 nowMR IMMIE «trAM com O ANCHOR O l4006 AO NI no OSTNRI IRE ON no • W W NARrNO �� 7- r � 7 p ... SOA LESS Tm 90"" FOR FD. la THAW NN0CAR9 ON IRLT Af Rmoe //IGIOR SPA71W r LVC91O SHORN ON 9NImIAr THE vA•H 4NN.r 9M W AaK d J� IIICIOR BY FO O THE FN 10 K9 FACTORS, FOR INDUCED OPINION TA K POSSIBLE. _.___ _.- - '. '_ _ -.. .. ... _. JA TOR SMALL K CNIMLESS OBTAITHAN D us"rim FACT G 00 NOT NDXIMTD FO LESS THAN IIY•r ON FOR rACN AWIPM 7Y►[ tw W« SuwDLAi 7 1/Y ..._ _ r -_ Tm IN 1jr I `LONE jNAa ovA++gP a _0 _ 19 Ip'I-EONS r� i •I�9 NI,RtP � I r _ _ I` I 1 i ED• ,, i r 14-1^ PANaMATE PLUS W/ _.-..�/6'/ . 3/7r wm NUR )MASHER (BEYOND) OR NID CONCRETE CONCRETE kow SCALE 1/3*.1* f-0 CIO O� U L N a O CO O -co in O c O O W ICU O O LL O > .� Cn E iOe 2 -1` F- M -a . _ U) INSTALLATION DETAILS FOR OPTION A2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM �IQGI MDr6s vu3D E-2 wwG srawr PnNEi ss7oE INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1 E-2 HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ILI) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELYAIE FT NLE 0 k PAWLMATE PLUS INTO CONCME • �•-,, r7 _ -'I 1' ACCORDANCE WITH THE 2O20 (71A EDITION) OF TILE FLORIDA BALDING CODE. BLOCK SHILL 9E 1 //a'. } ... } I (' , 1 .: r '..�...•n ..7_ .....M1 - 111 i I DESIGN WIND LOW$ SHALL K DDETERMINED AS PER SECTION 16200E THE S � MENTIONED CODE, 1.2) EMBEDMENT ED INMT OF 1/4-0 X 7/6' CALK -IN ANCHORS SWILL R IS 7/0- INTO CONCRETE. llt ` • , - - .. ` �' FOR A WIND SPEED AS RE HE JURISOIC'nON WHERE TNCSE ERS WILL BE INSTALLED AND NO 0 ANY FINISH MATERIAL SHALL PERMITTED, I!1 WNtU NFAOOI ( wOOD N[AOtR - W000 MAOER - "I .,. I' FOR A DOKCEIONAUTY FACTOR Nd-0.05, USING ISLE 7-16 AND 9LUILL NOT EXCEED THE MAXIMUM {A:S.O.) 1/4• 0-20 SS SIDEWALK BATS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO RICKAREDRr _ 1 4b UICON • 6' O.C. DE54N PREWWRE RATINGS INDICATED ON SHEETS 25 t 26. ENGAGE 3/4• INTO ANCHORS, �V �1 1/7 WN. iNR&Or0 T 1 �AN I `1,4'• DIPCON I M O.C. 1 4'P iAPCON t 4' O.C. I 1•1 T?KMM.•TWIEADED /M• TACON R r D.C. lAcwoIED /AKIN O � I / I' . .-- W 1 , MIN. 71NRAOEO I I t. _..,...'�1 1 MIN. DIEATHED IN ORDER TO VERIY LINE ABOVE CONDITION, ULRMATE ORGN WIND LOADS DETERMINED PER ASCE 1-16 p . _... f - W 16 _ 1 1 PE1tTRA • 5 PE71[TRA • SITYL BE FIRSt REDUCED TO NSA. DESIGN WW LOADS 0Y MULRPLrINO 'AEU 9r 0.6 IN ORDER TO &]) W CABS THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXKTMG WM1, .' I / / r MIN. I1oNAOEO t1DN AT woo0 twN A7 W000 ... I P 7TDN AT WOOD PiK1NAWON A W000 T10N AT wOOO �' H iON At WINO I 1' HEADER HEADER TO COIAPAR THESE W/ MAx. (ALSO) DESIGN PRESSURE RATINGS RGI0VTE0 ON SNEF15 25 tr 26. ANCHORS SHIAl1 f# LONG FSNOl1C11 10 BEACH THE MAIN STRUCTURE BE+9N0 SUCH PANE15. ANONDRAOf "O I NIAM HEADER / I,' IrAorR 1 HEADER I N' StALL BE AS MENTIONED IN B.1) AND IN B.2). A- a W . 4 _ 1 IN ORDER TO VERIFY' THAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A Olt INCREASE O I\ J L 1 ) ,7 1 +n 1 1' i +/2' I/4' IN ALLOWABLE STRESS FUR WINO LOWS WAS OZ I= IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEER 7- -✓+ 1;0/4Y , 1 / T I N I �' ] 1/4' /2' I 1 4' + 1 11or DETERMINED IN ACCOROO CE WITH N.D.S. 2015- (C) ANCHORS SHALL BE INSTALLED MLLOW'NG ALL OF THE RECOMMENDATIONS AND sKol`1fA' TONS OF THE ►WHGR'S Z NZ n O uAA. ) L+0!. ... I RNA_ ---) '' 1 1 I r-N, I MANUFACTURER R. ,Q Ci r Cn 2• ` ' - r ', F ) � • y'.. ( + M900 IRAGER ' 7' 1 WOOD HEADER / 2' 1 % STORM PANEL'S ADEQUACY FOR IMPACT AND FATTGU, E RESISTANCE 105 BEEN VERIFIED IN ACCORDANCE WRt1 SECTION 1926 or U Yin I BEGINS" _ MITI. `T9, ROIAR[D ' * - . AIR• THE ABOVE MENTIONED CODE AS PER FENESTRATION TEST" LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 R SH A L BE THE RESPONSIBILITY Of THE CONTRACTOR i0 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER `� X r ' TAS-202 AND TAS-20]. S TO M ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK C LL ® ® ODM L`d/l Ip O � 1 .. `... � I CDNt. . '(�♦ COAT 1_.. I �. I EOM. L _ I .; � � (._ 2. 11d$ SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE ONSIDE OF THE OPEN6rG ACCESSING THE OPENING FROM THE OR HOOD FWAE BLAUNNGS. Y�7� INSIDE 0 TIIC USE OF A LADDER OR LOT. THIS APPLICATION IS VOID WHEN INSTALLATION S INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SHVritR COMPONDO EDGES WHICH REMAIN M CONTINUOUS � C '�•' G �.Y , I LV FROM THE INSDE Of STRUCTURE- CONTACT WITH TIE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL w CV [AB1Y0 r`ro DLA« i,Rf1ING ,O W� "GIs qm J. SERIES 1000 INSTALLATION IS APPLICABLE 7D SN1UE AND DOUBLE HUNG STYLE WWOOIr4 WHDI INSTALLATION R REQUIRED IO 6L l H. CJ Y (SR 9YA[DIAI 'L• 11MY. DL/BS (i 9CIMIAf - (wi rOWDIAa 'I PERFORMED FROM THE IL9t0C Of 6TRtlCRAIE. 13 57ORM PANEL INSTALLATION SHALL COMPLY MTN SPECS INDICATED IN THIS DRAWING PLUS ANY BU6OWC AND ZONING .�.. ai PANE LENGTH w IQr IO 1• y,. PANG 12110TN a Aar lD - !QT 19) C (BEE IIOIE 1 BELOW) NOTE , I 1' Iry I REGULATIONS FRONDED iM THE JURISDICTION WHEN( PERMIT IS APPLIED 70. (scE OR) OL/SS PANEL 1f2/oM i 4. 1 T C 1 PINE LENGTH BEL IAn lQAIAW SPECS 2000 INSTALLATION S APPLIGAFRE 0 SINGLE AND DOl1B1. HUNG AND HADN IONTA SUDFR$ STYLE WINDOWS WHEN .0 Y.. HOWMIIOI Mn. YNIINIOR O CAD, OUi7MIC f rV '' . SCE NOIT I KLOW) GLASS a 91RU ,N ! 1/4'h2TM1' ' -. N'-..-.. _'(M .. .. ' �� m •� I Z• Mm -' 'v_ i, hY - PANLL LENGTH IN51AL1AION S REQUIRED /0 BIT PERFORMED FROM THE INSIDE Of STRUCTURE. 14 ATRIUM WINDOWS AND DO(NRS, INC. [ - 2 HANG STORM PANEL SYSTEM- S IIAIYR P[NOBq, CLASS W 91R SCHMq , 1• •_, ( 1 m NAAW _ ,_Y a 3 32' -.. _. _ �9LrH NOiE a LE[T 1 rO { (SCE NOTE 1`�BEL.ON) t/4y-'VDI+•. ' ($CE NOTE 1 BELOW) '3. m ' ,/4•h /WI/NPD _ ' S. ALL ALUMINUM Ex1TTUSgNS TO BE BOBS-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED ,5. (co)165 PRODUCT [VKW71DN DOCUNEM (P.ED, PREPARED BY I*$ ENOINEM S GENERIC AND DOES NOR PREAADE A CUSS A S. oil -. 1WORMA70Y FOR A SITE SPCCMIC PROJECT: I.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PED Nv M _CD $.E. M.S. N ' AS. Y S W .. //00) ) ) Mn10 MR3�r .. ,� +•R .. ;.. 1 WINCyNN3 I 4. AL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-H74 ALLOY. '� u R) •J _ _��` - h --� y. (b) CUitRAC7DR LO BE RESPON578U FOR ME SE1LCtgN PLIRGJIASE AND INSTALLAOON wCLUD1NG UFE $AiYY Df CJ r-J 4� `... ,j, _11 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASrM A-653 ORADF SO Sin., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O WIONDED NE 00E3 NOL DEVNTL FROM THE CDMORIDNS DETAILED ON 1. _ l��-.. I i •I i _ I ' I �. _ _._ __.. OE9KNNTgN W/Fy- 60.5 xPt (Af'TEA ROLItO). THIS OOC1WENfCONSTRUCTION SOTTY fVALUA7tON DOCUMENT WOLATB[ ISTHE CONSIDEACD ICONTRACF05 RESPONSIBIUIT. YY 304 DR B SEAR O R CORROSION RESIST COATED CARBON ) TINS PRODUCT C . ,. e. ALL SCREWS To BI STAINLESS STEEL st A151 s RESISTANT c STEEL As PER 01N (c � -- - I __v,,._ 1 ]OO,t W/ 50 w YIELD STRAND) AND 90 AM TENSILE STRENGTH t SHALL COMPLY W/ FLORIDA BOILING LYIOE SECTION 2411.3.a1 ( SPECIFIC SHALL PR[ v04ETwmGN AT d) SINE PRMCTS ■ PINED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MILL � O 1NDLwmH OF TUT[( 6 //��,, I /'r7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL WITH 36 MN MINIMUM YIELD STRENGTH BECOME THE EIWNEER OF RECORD (E.O.R.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER '- r V ( ®•' _w USE OF MC PED. TT13RNTHE OF R ACTING AS A DELEWTED ENGINEER TO ME P.E-D. ENGINEER. SMALL lY i l0. ANCHORS 7D WALL SWLLL FIE As rLXLOw3 tillBYli TO THIS uTTFA THE s1iE SPECOX DRAWINGS MR REVIEW -.' .. 1 _... '' ). _1 �O, Ii i p, -N .I ! O 1/1'P TIC - DHORa As MANUFACTURED er ITw BULDEX. INC. (MIN. Yc.J192 RED AHATT SMALL �E DATE AND oRglNa sr/LL AND $IOMATLAGE OF THE PROFESSIONAL ENGINEER Of - 4� caNr L- tzNr �. - _ , N Y/1•.-roaH'as. Y.6. WiQ _ - t s. f"-T I-i A /4'►- IY i. Y.S- w/ W IL-�J CO. I j I 1/4. 1 X 7/6' CALL IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MN. fe-1000 P.RI.) P • 1 1 iW/ L 1 1. -_._ ' IA 10 PAWLAN7E FEMALE O A PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRIUCr*N PRODUCTS. '.'I 1' ' N I [6•w7/3Y BRAD NUT 1 i/6•PA7/ar WW10 MR ACCORDANCE WSTORM PANEL ITH SEC $70FACTUREWS 2.�3 SMALL FLORIDA B` BUIL�lGUCODE�`ONEY LABEL SHALVISIBLE L L BE LACEOCATION AT D �PMRY IN q/69 3/32, VINO TAT a a2 WIK 7 i . 'WN6111w • t7 1/2' O.0 ` '/ 3/ r 1, WOMMER 0 17 1,2. O.0 WAW(R (BtYONO) _ _ 1 v LIB[LBNO ro COMPLY M71TI SECTION 7096.2 Of THE FLORIDA OUILOING CODE. NUf WASH" (BEYOND) .� ' , •I TAPCON •tHwrAD[p - , t EO EO I , --- .I -- _ - Arc-5130 .. I) , 1 'IY /APCON • Y OC _ 1 1'F TMCON W 6. O.C. I� I' I� At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SWLLL BE 1 3/4- AND 2• FOR PANELMATE JJ / / �7/6'• . 3/37' wm wit, I7/9Y r ]/32• WINO NUT (I?f/R0lA[D W/ SnG)' - �1TA000� w/ STING) :I I PTRAWON AT MIpYXITN (i rrt• W000 Py.TC , A'rA• MOOD ,PSTE ,� _ I; FEAVYI to t PAELMATE PLUS. OF •W 1 , YY. 71«U0m - WOOD �PLAi •- s_-2iN�wOOD PLATE �1A- AIIELMA7Eof -,O PAAnAWrz P 1'I I R'AUEtR N► (BEYOND) °, .: •- wa I�Tr fewer - I OF PUTT -,- IRE 10 P . *J I / ' O.c. • 6 1/4 O.CAW�, 7 6 -1 I A2) MWYLIY DABfDYENr U' I/s•. x 7/8• CKK-W ANCHORS SHALL BE Is 7/6• INTO CONCRETE. No EMBEDMENT INTO 11DM AT IROW/D1H 71DN At YOMIH WASHER • 6 I 4 PLATE _. ... Z.4 WOOD PLATE • 6 1/.' O.G. W 1 7/6 T ,. I ANY FXkSH LATERAL SHALL BE RADIOED R[WM[DWAII I 1/4• I-20 SS SIDEWALK BOLTS BE LONG ENOUGN(SHUAD ANY FINISH MATERIAL EXIST) TO f .ACE 3/4. WN. THREADED 1,DN \ ON, TIHPEW[D T7oN \ '1 l; - WM MCHDRS. A"1'N AT MIOWIDTH a PLATE L,. AT MIOM1DiH of PLATE% _ _L. i- •. 904E J/r-1'IWL2A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON NE EXISTING WALL OR Memo SCALE 3/6•-,' FLOOR, ANCHOR$ SHALL 0E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �A•VCENS AllNH 4N4M+++MNNN R A5 AENONED IN Al) AND W A2). �' •• scAf 3/e-1' WALE 3/8'-1' `rE A.Tk[/> �rA'"GAPA TILL/l -, NO.44167 t 4� I 't"...•••••. ,/ (B) 70 fY._-.INO CQ)L�RETF.BL �A IMFI - rmEs ' 'CAN SCALE 3/6-.1 P� CEN SCALD 3/e'-1' * * * FLORIDA BUILDING CODE NI h Voloa Hill One Zone FLORIDA BUILDING CODE NI h VNNIeI NU come Zon6 3': FLORIDA BUILDING CODE (High VelocityNu cons Zone - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY IOW. BUILDFX, INC ,. INSTALLATIONS ARE ONLY YY4Q FOR BUILDINGS WITH AND. DESIGN (DADS ■It7a am W,11A m rs. - 1/A' • X 7/0' CALK -IN ANCHORS, AS MANUFACTURED BY DtVAALT INC (f' -1500 P.w l.) •rmo RimO. NCrp UP TO .53.5, -MO ►SF IVD PANELS LENGTH W 70 B-6• 4 PiPY ILWO6, NO r. p No 44167 20 GAGE GALVANIZED STEEL STORY PANEL �.e'•. 'OL P 20 GAGE GALVANIZED STEEL STORM PANEL NO• ; * 2D OAQE GALVANIZED STEEL STORY PANEL NMMN AT. k �_ . oRWW IN - Ito-,0 PANELNATE FERAL[ O AND PANELMATE PLUS ANCH0115, AS MANUPAC7URID BY Et CO CONSTRUCTION ^? 9 ,:�. M- Ir 2. IN NEW WOOD FRAM{ CONSTRUCTION: WOOD L430M 70 BE SOUTNGN 1. NETAiLA1ION" ME ONLY VA ID TOIL RIALDIGS WITH AS.O. DESIGN LDAADS * � * (`"'�- _ -- PR DUC73 (I'n1-2071 P.0 - PSR No. 2. W/ SPECFIC DENS" Or OM OR tWAL i * : gT GLOBAL PROTECTION PRODUCTS, TLC. "/"'/fO10 U► TD .55.5. -72.0 PST AND PANEL'S LENGTH UP TO B•-6•. $ATE OE"� �'- A � L PROTECTION PRODUCTS, TLC. erlal/tea NruAt. PROTEC110N PRODIUM, TLC. a/DAM I L E C O I«a. 2G ..m Aw 3I 3rR`L J 21' o 1 ` -' AwY �WACA`11.s'313'",a' .AIM. PONT NO 7 W/ � IOWGG0MN [ 10 SOUTHERN! o ••. o({Io I L E G O E«C. wAE it 32211 _� / ••"J "" I L E C O EMC WOK". /L'1T.T°RZT -1[ ' .55 QUAL u sw +ti,► rr R,FRc 20-176 Nr.• , am WI-Iq _ 2D-176 ■IrA (wA)RrfT4N4, rAc IM.)FM.YFR rr� WaR rr O M A FS 'E N.•'. e. ,�.. rWw A ANY MASAL� py FINALMA. TAR w.N A_M7 4• SS '.•E Y. 04R m-Na "'we ••� �a p'•... ` a rW •rsW n W PIWw. h SIO Al RIW .L.-tv , a.N .1-.m oMRPIF Ir. N FA-/ooiTu r MIWNo ft r.c rw-,=?,. +A �1/1111 1 ►L L<AL/WNWIAM/-iE HALM A�IO P.i • Y 1-W r - ti NALip A 1xIR Nr. ►3, sA I> _ _ wAL/>.�ryTr�R Mtlq A AlR Nr. rl - HHM-/Sy TWA: (M41PM-O9L 9Y9R r4 was F ININH - lrAl/IWAMIIL/WA2 - - - DRIWWe NN• PDA 67 MR• Wm COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE t/2-I' --- - -. 13.166' (TOTAL WOTH+)-- _ _.. 2.2W I -- 12.900• (EFTECTM WIDTH)------- - W T �\�p 2.600- ''t I 269r ILOMI mot.ZIED STEEL rft � -i ,T 3900' y zau- J.000' .7�p• t TrP. ASTY A-6S3 GRADE 90 MINIMUM DETAIL. LSTAIL A ,•; ud 0-60 DEW. .. _. .._6230'...-- _.. _ .250• © STORM PANEL I_ •---2.470- REVERSED "h" TRACK PANEL'S OD 11P / -�•� w/ VEILED CODE. ' 12 1 - P Q. ].7]0' I ISOMETRIC VIEW DETAIL A 2 000 ROUNDED CORNER B ENDS Of PANELS 123 4 END UP W/ HEMMED EOGE. (N.T.S) --z0oo•----J RIP•) Q RL" ABACKEN 114 6051-T6 Alum, ALLOY 750 056' v» I d' VCEN, l4 n J E_ NO.44167 _ *; L•ru ---.7so --- ATE OF ; @ •�• mumNc O7 3"x3'(Max.1 ALUM. ANGLE 0SMP MR sSI NAI'- - IL �.` O EMc 01 I i' LONG �'N'N NnHNFNN /'-L63c�•'!� 6063-T3 Alum. ALLOY l Ai: �'1iWp•t'sI Iw''o9Nq""n"�-u M P1. st./RONARNNJOMt 1p1G•�ryLFLiiN • 'RATION Alh 1 MIR7t -2.591•-- P. ---2.250•� �' 07V b► 2.900• 7.7H' Nr' O3 REVERSED "U" TRACK 125' f 2.00D• L - I" 2W UB 22"O"fMax.) ALUM, ANGLE Y/24rV/24 f•a NOR 7 110.0" 4 W/ OR • (set NONE 2 WIM 2'/24 1• 24 ► 4 (w NOT[ 191LOW7 0 SA W1L5 t'/24 MR 0orncn "Aft 7Ir 3 1. / ryRA }RIp • SCM0114E W 9pNQm� 2% FOR W005 SCA01: r-1 �• WTI. TnNtl" ARHOa DI•.J 3• Yw. ;4 9R 91 = ON OMIT m 41p. AT 7 I l9a 9b[DLAi 71 WART mR -1 1• WY. �' - • �•' rN8 IAA• Bo a� In• I me PAIR) ' (INRAOR MWGI lRI m" PAQ) tIWwm PANG) 60 x Y' . w x L. 9Q MR i D. 4 9tDR I (� P'R+4 �(/JNO MNtL)T_I' (MINORS 6NREAIDR PMBL) (MfAPI PAiI) KENO PMEL)� 9a Now�-Iwf SEE ], e[Low rQ N01[ r. 4 ML01t IT -L' -r ----r •s-- - - T-. -- 1 1�111 ... SSLETr _ • fAlE1MAtE R») `3 : TILE NOIi • MlOW -• FOR COIWRIC ANCHORS m 9EORJr 7' - - IY--�- •. - ML7111NAIt Lp r" 1 Nn SCNEGW ON N4QT 13, IIOIr wo6o SCREW 1•�1gt �4 1/Y 11/r' AT OID PAwy!) fa frCIIONS ON OIQ, m 3 OR ©w/ 01G W/0®. Ir • UST PAINS TO tK METALLED R Drbl { PAR¢ o TO M 415TA11lD AT [ANN NDNG 71MA�ALIIIAYS 9E P110V0[D w P DPOAWD SMW ALW VS a MONIED 1T/ TYPICAL ELEVATION FOR SE ES 1000 BENT HANDLE 70 FACLRATE IN6TALA79 REM IWalt TO rADUfAE N9TALWTW F INTENDED 10 ME WITALEM FROM - F NTfLGaFDs ALLED nGOM E-Z HANG STORY PANEL (fl SY31'EM e/w DF SrftLTUW MINE 041 sou 9/3r . /• r-1/4' YA. MAP [.' KAr RAP r/.' HIM. NAP VN• N4. 6W--I- SECTION A -A SECTION B-B YA4oTp1N"n "0M 1BNL 3/Jr - 1• BQjg' SOIL[ VW - t' (1). DEFINITION OF SERIFS. 1000: E - 2 HAND SMW PANEL SYSTEM OONSSMG OF PANEL HGiES.: RACKS AT TOP A,PAAELNMIE PLUS OR 15" LONG Jy (I). W]ON„OfER SFS 2000 E - 2 NANO STORM PANEL SYSTEM CONSISTING OF PANEL • (jr�JA, BOTTOM W/ PANEIINTM Cont. TRACKS TOP t BOTTOM. (2)� DO PANELS SHALL ALWAYS BE CONNECTED TO NG SILL WALL BY MEANS OF (2) D PAN" DV" ALWAYS tE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BM PANELMATES OI, F USm Y 1Y/ IS' LONG TRAM AT BOTTOM, END PANELS SHALL R PROVIDED AT TOP OF SUCH PANELS. $MALL BC CONNECTED TO W/ 1 4'•-20A3 4 A W/ 7/IrJ/J2• WING NUT OR 1//4'w-�R3 Wn. IIIPO TAPPED (�J (fkCCPT AS (3). IF END PANES ARE CONNECTED 10 BOTTOM TRACK, CONNECTION SHALL CONSIST Of DESCRIBED ON liar OW) t/4'1-20.3 4' Y.$ w// 7/5•q]//32' WING NUT OR 1/4•A3/4• MIn. THUMBSCREW NTD TM BOTTOM TR.Ck LOGTOM OF FASTENERS MAY ME Al ERNtA Of TWO (J). TROITRT� CASES WHEN END PANELS NK tSE JUNiLV W/ 19' LONG ®AT EXTERIOR FLAT FLANGES OF END PANEL IYJ BUT DO PANELS ARE NDT CONNOCIFD TO BOTid1 TRACNA STOP BAR (4). W CASE THAT CND PANELS ARE NOT CONNECTED TO BOTTOM TRACK O.o A $TOP BAR SWAT M IONSPROW E AT TOP Of SUCH PMELS. S ONLY THAT AT TOP)) Al LEASE TWO PANELS SMALL BE CONNECTED tp BOTTOM TRACK (4). TOR 11SIAILlrx7Na Wllp+ FJD PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS 04XCAI[D ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TO EXISTeG SILL WALL 8'�MEAN$ OF BOTTOM ATTAMS.CHING ONE III RIORVW PAIR MAY W USED JOINTLY W[ TRICK PQ AT SHOWN N ELEVATION BOTTOM IRACN TO WALL TO BOTTOM TACK MAY OCCUR AT ANY PANEL LOCATION w// TWO PANfUN1ES f0(L01NM0 $PRt]NO SIIOMW on CLEVATON AND w� �1y3 1/2• Idn. EDGE DWANCE. FOR INS OAg, BRO11011 PANEL USED Y IRJ V OBIS (S) SEE SECTION r', 3' tr 4' ON SHEEN 24. SEE ANCHOR SCHEDULE ON SLEET 25, ,,��MY� LIIIINNy 4IY, NOT NEED To BE CONNECTED SUC11 TO -AT ADMCFNI PANELS (TARE LEFT t R10NF 9TRACK 3E O LWLPAEL)twvE :YEA A: T'�J 4( TH RN OVERLAPS RETAINED BY �. INSTALLATION TAILS FOR SERIES 2009 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK 4e osW T[AI'i'o«w�Y puma-�iio�Wrr rl"°I° LWro.W 'Hoaa ow >A \ IY'• PY roR'Ui'OR� 4 M•' At.. , � riF) 1 -r�D. PM ANY \ l i.I�lNIP FULL d w Wm mPw mYaw� ' 4 grim $ �;:.. r.. `•`� I Snow AP) 2yf 1 mw fw a T 1 WgWING Wr • r oc � 'L- 6 010 ra 1 �1 all MNAL 9wiy 1 «t QLImNL w m 1 it4RAW GI A• � rW NN // Sp1(� to 9oaTAAt /jy �w I I MASS. Icrr 4 10 DAM, I r 'a) w rruT 70 ( i. � N• 71 Ii0 aoiwWioiW DYeir i NOR m NAP. 1• d H 3 cYA i e•A (�{ ! /SIFT-)/f Y.L ,r �►' aeY-O[5''-'ta•�i--+o•-r rii,M' /0111 17-�r iMiTIYa , �'1 , /6Y.H/ wrp i. AIFW1er. pa %r LMI t/Jti^L-Vr DD Io jI� RM� Mr. r MaN'I yHRRW� ':': I/rA-iN AxbeNR AW I WM E,. f , INS O Rea9) Y3 R/1/I Woa L) 6 A •c Li tar w O �'-t. VA oWR RWO 9cHnui '. .rL a 9uo WAIL AND OIiIEC1 YdT1NTNrfi INST. WaL mT D„N RALL.� �-? FLOOR TO CMNG I/OUNTINC NEST. NUILD-OUT YOUNTINB IN3T. sDYE 3/6-+' g SECTION 3 g f,� NSytP]/� �•L' SCNi ]/6-N• SCALE 3f0-1- R TO FrF 9PC�NPaaPR,CY1pj R«1ROaWE No M t O ua AU MROL OWN ON ERA ® . ` v WIND . W AiorhlatYY., rMn w IoaP - �• ........ rwM4AWw rlT[ w Wlnr 71 � VCEN,�, lKP L•- FLORII ® ANY Sww AN STATE OF .ems +urm PC '7,5% o _ rP. - FDW OSNAK9 SCALD I• Y;E�Y "".vn9D,�lnt c• ��:_. �AS�.a+E I L�e M6 M , vir IrIIT I NUrO f^^• m''I W O U CU _0 ...ice 0 co W LU Q Z Z Q ^_J LL SHEET NO. SH 1.2 _L- I 11 I ) I u al_ I L ! Tel 1,,,1,\I4e'11r 6 IW I I F I I II 1-- 1 II�MU�ILIMW AS Y ' TO OLABa ' - 1B11M Paf. i 3EE .I�YL- -"a.-753 70' a ltSS 7 I/16' BOIi[D • V. 2'. 3% '-A. 21 •!1r _ -0.0. -73.3 70' OR UM 2 7n' NL1m • It, a 4,w - wAIAD w/ 3 � e.9. Y.S. • .� AT �• �01 PANEL LE10TH MWUWm Ir PANEL I 1 1 ' •N.. + -1 U: 1' LA.K .I • ".,�' :�711/ 71, ;•TI L.I>- 4 Iffei"Ill.m.�:J11I a =1 VISA. OE$IGN WNMRI ANCMM SPMM FOR L 0.. ) 1/2' - APPLICAW TD mm AIN 1 MEN � FW1a 1oN91N L• III OTToR' al. ,APOONO 1OLx-n PNNMIMR FEMALE 0 IVIEIMM PLUS TD CO OR[TC 10 OOIHCIER 10 COTERIE 1. 10 CONCRETEDi 12• N/A 12• N/A 12' N/A 12• N/A V A Y (TOP) 11' J•• I1. J' 6' 4' 1. A• f BOITOM)4 12, 3• 12' S' 6' e• 6• 8' 1 BOTTOM) 86.0• -753 N/A N/A N/A N/A N/A N/A 12 1/2- It' 2' (BOTTOM) 70" ON LESS 7" N/A 6 1/2- N/A 4 1/2' N/A 4 III N/A 3' (TOP) 1T' N/A 11• N/A 9 I/2' N/A 9 1/2• N/A J' (BOTTOM) 12• N/A ". N/A 12' N/A 12• N/A 4' (TOP) 12• S. 12' 9 1/2' 12' 11' 12' 11' 4' (BOTTOM) *UNTIED TO 6.0 P..1. AS D. DESIGN PAMOK RI a SDI ow as TOR AN04M ,TINE A Sven FOR M$nLL4l101M Eno WOOD TER[ BUXOM 1NIMM 410" WWOp 00 WMW EOOC MUM M MCUM ON INS SCIMULL FOR ED. LOW TAN MICA7m ON St)ImuE omw 410101E 9P m IN 14LA,1ALVIHa SAF IIG DOWN ON SOHWU E IN THE FOLLOWING FACTORS. FOR THIS OPORA,ON TO R POWN RmM® MVC M OW WW UWW FACTOR SWU TOT R LESS TWA 604"N VACM MICAnm FOR LAW ANCHOR TINE AT AMANRS LION@ , 4% 1/4'. 1/4'a 1/4•• MONa TWIT ,•I. M f 0.) 3 7 l I ,/2 14.1• AAFAIAN OAA11 OA3 7 IF ! OIH RI ,E..I„A 4 0•) 3 ) ,/7 3 ,/i mom m owmq F9LSOR , In• - - - __ 31 - 1A9 TOO 1 I + REOLOM MINA OWANCE BETWEEN e0TTe1 I OF ►AL I AND 0 TO 8L 1/2• _11/2' -1 11W. 1 ++ RrwREs YP.. awAmor BETWEEN wrmm OF PANEL I AND ® M RE, ]/iO' 1 ]/IC I MO. FLORIDA COMPONENTS FOR EGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE III - - __ - ----- _-.15.I25- (TOTAL WIDTH) - . - ... ' -- - -..- _--- --_ �a 1.t07' - ---- -- ._.-_---- _..-.---12,50Y (E)FECPNE WWT)- _ -_- ___ _-___- IL. 1 - ).2-Ld1. -.1.3' _. .730'-- 93� ETLIORI.Ym � IL 10 .. _ 6 1/4, ... 1.]Sp' _. I .. 1.750' 100• `l0a•t. 125_ - 0. NI I! 0.0 .m•/ r.1.330' - - I.Sw__ li� .L. 10' I PAT R R,4RSm) ;,,No ' Ir;y,I -1 (6 _s r . I. f INEMMED GILmWIGZED STEEL `f FI.e71' �4 1.5� ! 7 •Oe4' _.__ " 11 On' _ - EDGE ,>ti .2E0• : 9G. �" 'I"' .1 OAR /° YINMUM _ . _ f I � 2., 25' t . J --F N - - D(TAL A C-M CALK I _ _ . A94• 1.50G'---U FIT, 1 ]So._ D1 STORM PANEL r - -- - -- L_._ 1.--- t.3l0" - DRAT A- _ 2.000' L T a0LE AT7OiEi� FORD. 2O "H" HEADER ( Air TRACK O ANGLE WRN STUD /,_,,, _ TY 1NTOPP UWE 0.024- (ARM.) AWLS LAD LP / . �. GALVANFM STEEL •/ ME"" EDGE / I . --. PNn +, , N ,�', eo.W I "A - 133'L __ 6.270. 1 I �,- I - -4. _ Epp• � _. -. / r e2n O3» -11 . 01290,01 2 Set•_ _ . Me76C • 225o L_ ISOMETRIC VIEW DETAIL A .In.I � r H 270 ( _.,Ir ROUNDED CORNER • ENDS OF PANEL'S f - AWL .a ' --. -to - . 2.379' -- END UP W/ FEWM EDGE. 1... n:*25' nInaAP.,�FF �� i- (N.T.S) .J75 AW 75II&A f +�-T�. 1F. IDIOT �. ( wcF a ,uHa .OBI• 007•�B 1��q�1� 4 50 KEY HOLE WASHER s.75o 072' (TAN.) tt 11 I 31013-HI54 ALUM ALLOY © KEY HOLE AT PANEL - - - 2.IN' {:.r���LEEI I H PSFL 57R7 6 FOR AOOGOAL .091• - .750' - L61 ]' wim"ATIO" S Ulm LENGTH 6 , 1'. ,/yam) S1 " ) _ 175• L OKY MMD ran 116nWAlOM MO Y 1.200' I _3715• Imo./ uAY Ela1fLTY R -) . ur-. WOOD STRUCTURES, �y p4 amp iw ulcaAA 1 ,9J J 75°• �'.-. . 2544' -1 1..t1G' -' -`N I _- ,' YIN ro !' Y4P------mP.)'� 1 2.aoo N G!0'e (2 REV. RN" HEADER O 'U' HEADER Q R L i i 7w fTw eSLEEVE 1' MAX. O �� -- 2,000'_ _ _ - 1 I_-_ - © ,RAN 11 "d TRACK, 1Q PANEL NAA I -)11 ALLOY ■ n4' _�„- �� .•200 ,,fcF A: T�l/), %t 1N� WIDEN l.000 -- ,... .. 1 -1 Y - ��'000ppp - _ ) .. _ 3 '• CENS` '� (USE' ONLY FOR E-z IHAn STORM PANEL S56 I •^' III .I70' 775' # \ (L'•'••. SYSTEM) 6043-T0 ALA. ALLOY MN. E67,' 1 ) � f 1*1- II .860' �• 2.00D I- •� ,23' 1'. �. i NRN ® MN. • © 2$, L ( �T7P) L O50'' - .2.oW- _ 1. 1 _... . L �$ --- sEE SECT,O,K A' R4N "4. 13' BUILD -OUT � Air (9 BUILD -OUT RFN TRACK 1© t ® WASMEREO WMINUT TRACK AI (ZAIMAC 3 ALLOY) CONCRETE ANCHORS (SEE SCNEBLIt. ON_ . SHEETS 9 THROUGH 10 , CONCRETE RED9ND 1 I (i)-- t a 1 E - F I I I 1 . 1 M6. i1 SEPARATION ToGLASS. '(SEE SCIEEDAE S ON SHEET 3) 1 I 40 1 ) I EXISTING POURED CONCRETE Jw J 1/4' YAx. ,i41RN - SA 70.1' Y 0. 1 d" rLMa� 4i l' LIP. A PANEL LD07H (SEE SCHEDULE (� I ON SHIEST 3) T . OF 1• WX. 1 1/2' D.C. _ I 1 1CDOE OF WALL OR SU AB T MOTION) ) ^`D 7/i CONCRETE ANCHORS . , (SEE SOMMI ON .......� _ - SWAM 9 THROUGH 10) " CEILING AI _MQUIiTING SCALE S/4-1" HurFicons ALTVDWE CONCRETE RIGORS LOCATION TSEE SCHEDULE ON EXISTING POURED Gp1ORETF .. EXISTING POUTED CONCRETE'._, SHEETS 9 THROUGH to) OR CONCRETE BLODK RE CONCRETE BLOCK �j7L� ROU6tt0. TU91ATE LEG RP.OIIWED. LOCAIM CONCRETE AnL swemmmlom . - (SEE a rono N- t' / �l O a 1 I -sR -•� m. IIIi B ,- s, 90a a :� t/2 l .�c/. •" 1/Ts Ilr SA. Wa N MAN, .... _{ CONCRETE ANCHORS' • ,[ +n' O.G j' - (SEE SCHEDULE ON i ,n. r� I 7.._ SHEETS 9 THROUGH 10)I - I --jy�� 1 ��,�y�y Lh �"Ill' F CD ��. I.GTH . 1'I�/�R•i�13�N ,.%// . 1 / �// i PANEL IIFl. 1 %Y�y I (SEX 9LMOAE I OR SHUT 3 SEPOMI I i0 MASS I F. .I III NEE�RO. TO GLASS H I,.i-RN,• (!Lm SGEDUIf i -'N B - 0 aSPAto !1F •an (SEE SCHEDULE ON I AT 9GTf •� 1 O4 9iE♦♦ET J) TR Fa FWa10 I.__SPELT 11) - - ._ (IQm a 'L, M_ i--"---,I •. - ' ) .y 41a.H "M y�� 3 IDIOM0 fl) PANEL U34GT OIASS-1 I / - _I m 7-01 (ONE SHEET 3) dlYw9lISTk - I _- -.... I I I-JE SGlli YA __ - __ .� , I T yrihfi I GE 1• 1 , '. ! 1 / I MAX. / . j`f P. 1 ACER box I E D y' /.•A-9R,MM 9Oln ( _ E - �m N I MAX L ' Y� I. CONCRETE ANCHORS •� a ,/4• Bc. CONf2EiE ANCHORS �, _ _ . 1 I I (SEE SCHEDULE ON /fi . ® (SEE SCHEDULE ON ___ SHEETS 9 THROUGH 10) f SHEETS 9 THROUGH 10)_... 11 I , �2 In1' LONG MAX. ALMMUM SSPACEP • G 1 1' O.C. VALD FOR r/fL�6T1NC 11ALL DESIGN AND -DR CONCRETE 9DCX 'E COSTING PORED CONIC ". I LLINC7EPL MR SHEET S. PANED MQUIRED. OREDLRC�RE7E BLOCK 1' MAX. LOWALUM" SPACERS • yiy%L' � 12 1/2. O.C. (SEE TABLE 01 04 SHEETS 9 A 10.) saMl 3/1.1' Amm SCALE 3/8-1 ED. - MOE DISTANCE NOTE FOIE COMERNATK)N OF SECTIONS: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 at 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I INTO EXISTING WOOD STRUCTURES + 1/2' M. TIOMODCD PCMUMIIOM ( 7•.•• WOW - j 1/4•I LAG TCREwS • a• Or. W/ TO CASTING N000 NPALWI, IMO,AREO 1/••P L.Ac sown • 4' O.0 W/ • 1 1/7' NN. 1,41f/10fD PC.IIATION 11 ; Ml a ON FIkE TO RIM WOW N[AOERTYttmi n I1 ro fA1STP0 1N000 IEIMR. r ` C4nL f1411' 7.R5. l • TA OD Ora) I. 1 4'•-20. 4• M3 `\ / 4 lbM. 1, 4.,• 9.M5 1 I 6 Cml W1J 7/6;.}Y WN1C ., jIs MT T U ENO O ® 5 , Y � `�N I NU1 • 2 O.C. 1 4 4 W,II '7 1 Y LTG ,Y ' M. 9C•E,19 • B• O.C. • 1 B S \ I RUy� I 3. .• ,wss YND • G [7o O ,.� � � tl,OErAs ,n. a ` �� ' tr f, •i. ! .I�iCAMI1Usi r/ A'r3/3r• ro /ci nw WOW'�OCD•WAP[PrJI[TaAna � -... _. OF MWf� R».) f DFTO ,/2. A (- !/,r AAIm POP FoAm TI- 4.1' S.MS d T_ _40I E+ __( • MNTIOTH a [L91n ® u END a ® 1N ,•_:RrP) nFA,. 7 - p D ■ 1 OC A,n • ._ _. -_ . .IDOO IEI\tlFR RLOL,IALD J 7 4/16' NN, 1' SFPAMTON I 1(,9.•IF 7/N• ��J Y/9S'LR/Y771Yf �+ GASlSEPARATION I u6•«IYJT / /7'• 10 O1ILSi I "/=?aEVEM @ t1/2' OIC 1 2 1/0, Yy, g MIIY 01ERLW SEPARATION I i ]/.' - 10 CLASS 4'•-70.A .• 13 2 9/16• -]7/ - � -. I W W NNC if I I i TO CLASS F.APF3,y'D 1 OFIOAPII 3� - - 1p ] I - ~ .1 ,�A'P-.7pr3/4• Y.9. 4 N ,{ J C1M•t I1"■ " .) I 0 ..I it C I V/ 7/M .3/U' gC i I if 8 I', (2•.r MI I 1 }}� � I I 1 u - 1 a•r- 1• I , a1 PAINC1Wn Ii,NALE G 6 *-,._-..�__ !._ `. a.MDAArz Plus •/ cWA. 1 _ 1 B -Ti3 I • 7/•' Mn 1IHIEAOFO }1M1 •• N.S. 11 _ T(ii .: T EDIT A IIFL(A) PONTRATION4 17 1/7. O.0 '. ( // SY AA 1/ • II I/a'W IJb IHPfAOW P{7NEIM19N 1 (2 2 N• I , 1'4- ) /4' S E 1 2.70 I TMMIRFRf9Q 3/4 _,//1�� YWpNpp N1'UL .. �. ' 1, I MtNIO,n M PLATE AT SIR" 2000 tlR ...FLAT ON °N MOEIRFR 1/6t - 4•NJT 1 - NOf[ TALI 11) 1 _ NOTE ,A RLM 6 t 4II A MS W 7/.-./SY 2 /U-10 PNNUWrz hu5 W '� I m ff Iwo PEN ETRATON • 17 . [.�Nc MU7 11 T' c c. a5�7mwm �1 ,/4'P LAC SCREW! • 6' OC W/ ,/.•. L4 50611'S • 6' OC W/ M➢"W(tPVi[ NIEX. -2- Min. A 1/2' 1M. "dKAWD NRMTRA,ID,I Y+n. aJJ [. 1 ,n' MAN I,IMAm PEWILTMTON M1 a W LTC[ ALTERNAtTIVF ZAP YA., 7•G•' WINO rOW PLArz A4.pLARD • Yp01H OF 14" INSTA ';'1 PLANE I1EOU1� FLAT MT a W FM ALTERNYE 9IN AaEa//77 � Muff - , ' I 11OOR TO C u TING ALTERNATWE 4FFW I . INSfAUATOMS ARE OKAY VADD POR quRpNNG,S WAN AS.O. 0610N TOMS UP 1p +e6.0, -75.7 IMF AND PFN61'S EONGT UP TO S•-t0• g AAHNNIINIIIqTERNATWE �I•IA, SCALE 1/A•. L' 2 FOI NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO R SOUTHERN L7i��. Aavv.AL �'•P...... SCALE 1/4--t- Pi PANE ft 2. W/ SPECIFIC DEW" OF 0.55 OR EQUAL . T-••" •• - / • ,$ i ''9 FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone) �>t 1 F(0)F,J� _ :• No. .RBm nTtcD..c. 20 CAM GALVANIZED STEEL STORM PANEL FP Si SPLCFYA AID RF01•KM[Nl9 fa OF Do WI ®A1 TOP A9 * :* S pM1 F,WIDE K sCOMACF6N n TRNAYK a Al •nE0 ON .000 toW NM 7000 v6TAIArNN M W I((F[r :Y' °EW $�'. FTA�-z_ > > LOBAL PROTECTION PRODUCTS, LLC. °'/'y�010DI .I TFAN.TiVE TOP NLP�E! rrooD A�-iC; .. coT--__...- IL ECOENCN6B6 PM. 31 WYET FOP W BOTTOM YWNTS*" GA w comodn N ANY SI � �•�fV1O'Y�­-.1-" .. - x W�I1m1A AMU T+OM: IS..)♦Y iI 1A�'La11P6.T66F4n7 20-176 WAY M NIO AW IPATALIAION, WALE 1 4 . 1• NN AP E -w TAM _-NN 1 /' W1/1411 1 PE 4Ay`YONMTYTIrfWO[ CA-6WINIA +A''•• NY- 1111.A4N w ANTI SHUTTER 1MI NUT SHOW FOR CLARIFY W R* A nln W.. PL tNFLA N OF N 1/4. 3/4, 4/5. S 5 A 6/5 IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7 S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _ S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _-- �.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e • ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS-D. CONCRETE A wow PRE RATING *WA1LATKMS t (PS.1.) I. -) IA L- 2G0 I2'-o• 1)'-01 230 14II 7I'-a' -Jao ___ I F'-a• to'-r 38.o to.-lo• IG'-O• .. 400 10-11 /=4• sso a a_ S•-I' _ !0.G _ I N•, a 4 ILO_ Sa'-r 81-o' eao J _3• - r-r - -- ao a-o r a o )-a• r-o" - 7G 730 7 6' r-fo' aG0 7 r a'-r d o r-o' S=s' NEO a a• e'-r _- $&a '__ a •' e•-o 100.0 6'-3• 5•-1,' - -,CIO e'-P s'-a- - Tao _ - a'-r 1 F50 - 5--6' Free _- r-6' MAXIMUM PANEL LENGTH "L+" OR 'I (ft.) 0 MAXIMUM ALSO. CONCRETE ! WDOD OEM PRESSURE RATING INSTALLATIONS t (P...1.) (+ N, -) Rd Lr .. 2120 14v ID'-0' 210 12'-lo- 71'-r J00 I1'-e• tw_7' JB.O 101-10' 9'-9' 400 a'-$* e'-2' 0G _ r-, • a'-r 50.0 a=7. a-r. - SELO - 8-3- r-I' - Sao a-- - ra• A&C, 7' I r-2- -- Mo i 11-1. 0'-11• )SO _ r-r- ;t-e• Sao r-o' a'-s' 85.0 7-0• G'-3• 90.0 61-/1 ' B.-I. 030 I'-7• 3'-10' too.o e'-J 5'-r Imo 6'-3' 3'-4• five - r - IF3.0 - •'-IO' 116.41 4•-N, MINIMUM SEPARATION TO CUSS SCHEDULE MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN PANEL IDIOM (in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII 30 DR LESS I' I. 9' G 1/4' - >33 70 90 I. I. 7 1/7- 7 1/2- >e0 TO 145 I. 1• 7 I/2' 7 1/7• >143 10 , I I' 1' - 7 1/2' MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, HurFicons ALTVDWE CONCRETE RIGORS LOCATION TSEE SCHEDULE ON EXISTING POURED Gp1ORETF .. EXISTING POUTED CONCRETE'._, SHEETS 9 THROUGH to) OR CONCRETE BLODK RE CONCRETE BLOCK �j7L� ROU6tt0. TU91ATE LEG RP.OIIWED. LOCAIM CONCRETE AnL swemmmlom . - (SEE a rono N- t' / �l O a 1 I -sR -•� m. IIIi B ,- s, 90a a :� t/2 l .�c/. •" 1/Ts Ilr SA. Wa N MAN, .... _{ CONCRETE ANCHORS' • ,[ +n' O.G j' - (SEE SCHEDULE ON i ,n. r� I 7.._ SHEETS 9 THROUGH 10)I - I --jy�� 1 ��,�y�y Lh �"Ill' F CD ��. I.GTH . 1'I�/�R•i�13�N ,.%// . 1 / �// i PANEL IIFl. 1 %Y�y I (SEX 9LMOAE I OR SHUT 3 SEPOMI I i0 MASS I F. .I III NEE�RO. TO GLASS H I,.i-RN,• (!Lm SGEDUIf i -'N B - 0 aSPAto !1F •an (SEE SCHEDULE ON I AT 9GTf •� 1 O4 9iE♦♦ET J) TR Fa FWa10 I.__SPELT 11) - - ._ (IQm a 'L, M_ i--"---,I •. - ' ) .y 41a.H "M y�� 3 IDIOM0 fl) PANEL U34GT OIASS-1 I / - _I m 7-01 (ONE SHEET 3) dlYw9lISTk - I _- -.... I I I-JE SGlli YA __ - __ .� , I T yrihfi I GE 1• 1 , '. ! 1 / I MAX. / . j`f P. 1 ACER box I E D y' /.•A-9R,MM 9Oln ( _ E - �m N I MAX L ' Y� I. CONCRETE ANCHORS •� a ,/4• Bc. CONf2EiE ANCHORS �, _ _ . 1 I I (SEE SCHEDULE ON /fi . ® (SEE SCHEDULE ON ___ SHEETS 9 THROUGH 10) f SHEETS 9 THROUGH 10)_... 11 I , �2 In1' LONG MAX. ALMMUM SSPACEP • G 1 1' O.C. VALD FOR r/fL�6T1NC 11ALL DESIGN AND -DR CONCRETE 9DCX 'E COSTING PORED CONIC ". I LLINC7EPL MR SHEET S. PANED MQUIRED. OREDLRC�RE7E BLOCK 1' MAX. LOWALUM" SPACERS • yiy%L' � 12 1/2. O.C. (SEE TABLE 01 04 SHEETS 9 A 10.) saMl 3/1.1' Amm SCALE 3/8-1 ED. - MOE DISTANCE NOTE FOIE COMERNATK)N OF SECTIONS: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 at 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I INTO EXISTING WOOD STRUCTURES + 1/2' M. TIOMODCD PCMUMIIOM ( 7•.•• WOW - j 1/4•I LAG TCREwS • a• Or. W/ TO CASTING N000 NPALWI, IMO,AREO 1/••P L.Ac sown • 4' O.0 W/ • 1 1/7' NN. 1,41f/10fD PC.IIATION 11 ; Ml a ON FIkE TO RIM WOW N[AOERTYttmi n I1 ro fA1STP0 1N000 IEIMR. r ` C4nL f1411' 7.R5. l • TA OD Ora) I. 1 4'•-20. 4• M3 `\ / 4 lbM. 1, 4.,• 9.M5 1 I 6 Cml W1J 7/6;.}Y WN1C ., jIs MT T U ENO O ® 5 , Y � `�N I NU1 • 2 O.C. 1 4 4 W,II '7 1 Y LTG ,Y ' M. 9C•E,19 • B• O.C. • 1 B S \ I RUy� I 3. .• ,wss YND • G [7o O ,.� � � tl,OErAs ,n. a ` �� ' tr f, •i. ! .I�iCAMI1Usi r/ A'r3/3r• ro /ci nw WOW'�OCD•WAP[PrJI[TaAna � -... _. OF MWf� R».) f DFTO ,/2. A (- !/,r AAIm POP FoAm TI- 4.1' S.MS d T_ _40I E+ __( • MNTIOTH a [L91n ® u END a ® 1N ,•_:RrP) nFA,. 7 - p D ■ 1 OC A,n • ._ _. -_ . .IDOO IEI\tlFR RLOL,IALD J 7 4/16' NN, 1' SFPAMTON I 1(,9.•IF 7/N• ��J Y/9S'LR/Y771Yf �+ GASlSEPARATION I u6•«IYJT / /7'• 10 O1ILSi I "/=?aEVEM @ t1/2' OIC 1 2 1/0, Yy, g MIIY 01ERLW SEPARATION I i ]/.' - 10 CLASS 4'•-70.A .• 13 2 9/16• -]7/ - � -. I W W NNC if I I i TO CLASS F.APF3,y'D 1 OFIOAPII 3� - - 1p ] I - ~ .1 ,�A'P-.7pr3/4• Y.9. 4 N ,{ J C1M•t I1"■ " .) I 0 ..I it C I V/ 7/M .3/U' gC i I if 8 I', (2•.r MI I 1 }}� � I I 1 u - 1 a•r- 1• I , a1 PAINC1Wn Ii,NALE G 6 *-,._-..�__ !._ `. a.MDAArz Plus •/ cWA. 1 _ 1 B -Ti3 I • 7/•' Mn 1IHIEAOFO }1M1 •• N.S. 11 _ T(ii .: T EDIT A IIFL(A) PONTRATION4 17 1/7. O.0 '. ( // SY AA 1/ • II I/a'W IJb IHPfAOW P{7NEIM19N 1 (2 2 N• I , 1'4- ) /4' S E 1 2.70 I TMMIRFRf9Q 3/4 _,//1�� YWpNpp N1'UL .. �. ' 1, I MtNIO,n M PLATE AT SIR" 2000 tlR ...FLAT ON °N MOEIRFR 1/6t - 4•NJT 1 - NOf[ TALI 11) 1 _ NOTE ,A RLM 6 t 4II A MS W 7/.-./SY 2 /U-10 PNNUWrz hu5 W '� I m ff Iwo PEN ETRATON • 17 . [.�Nc MU7 11 T' c c. a5�7mwm �1 ,/4'P LAC SCREW! • 6' OC W/ ,/.•. L4 50611'S • 6' OC W/ M➢"W(tPVi[ NIEX. -2- Min. A 1/2' 1M. "dKAWD NRMTRA,ID,I Y+n. aJJ [. 1 ,n' MAN I,IMAm PEWILTMTON M1 a W LTC[ ALTERNAtTIVF ZAP YA., 7•G•' WINO rOW PLArz A4.pLARD • Yp01H OF 14" INSTA ';'1 PLANE I1EOU1� FLAT MT a W FM ALTERNYE 9IN AaEa//77 � Muff - , ' I 11OOR TO C u TING ALTERNATWE 4FFW I . INSfAUATOMS ARE OKAY VADD POR quRpNNG,S WAN AS.O. 0610N TOMS UP 1p +e6.0, -75.7 IMF AND PFN61'S EONGT UP TO S•-t0• g AAHNNIINIIIqTERNATWE �I•IA, SCALE 1/A•. L' 2 FOI NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO R SOUTHERN L7i��. Aavv.AL �'•P...... SCALE 1/4--t- Pi PANE ft 2. W/ SPECIFIC DEW" OF 0.55 OR EQUAL . T-••" •• - / • ,$ i ''9 FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone) �>t 1 F(0)F,J� _ :• No. .RBm nTtcD..c. 20 CAM GALVANIZED STEEL STORM PANEL FP Si SPLCFYA AID RF01•KM[Nl9 fa OF Do WI ®A1 TOP A9 * :* S pM1 F,WIDE K sCOMACF6N n TRNAYK a Al •nE0 ON .000 toW NM 7000 v6TAIArNN M W I((F[r :Y' °EW $�'. FTA�-z_ > > LOBAL PROTECTION PRODUCTS, LLC. °'/'y�010DI .I TFAN.TiVE TOP NLP�E! rrooD A�-iC; .. coT--__...- IL ECOENCN6B6 PM. 31 WYET FOP W BOTTOM YWNTS*" GA w comodn N ANY SI � �•�fV1O'Y�­-.1-" .. - x W�I1m1A AMU T+OM: IS..)♦Y iI 1A�'La11P6.T66F4n7 20-176 WAY M NIO AW IPATALIAION, WALE 1 4 . 1• NN AP E -w TAM _-NN 1 /' W1/1411 1 PE 4Ay`YONMTYTIrfWO[ CA-6WINIA +A''•• NY- 1111.A4N w ANTI SHUTTER 1MI NUT SHOW FOR CLARIFY W R* A nln W.. PL tNFLA N OF N 1/4. 3/4, 4/5. S 5 A 6/5 IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7 S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _ S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _-- �.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e • ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS-D. CONCRETE A wow PRE RATING *WA1LATKMS t (PS.1.) I. -) IA L- 2G0 I2'-o• 1)'-01 230 14II 7I'-a' -Jao ___ I F'-a• to'-r 38.o to.-lo• IG'-O• .. 400 10-11 /=4• sso a a_ S•-I' _ !0.G _ I N•, a 4 ILO_ Sa'-r 81-o' eao J _3• - r-r - -- ao a-o r a o )-a• r-o" - 7G 730 7 6' r-fo' aG0 7 r a'-r d o r-o' S=s' NEO a a• e'-r _- $&a '__ a •' e•-o 100.0 6'-3• 5•-1,' - -,CIO e'-P s'-a- - Tao _ - a'-r 1 F50 - 5--6' Free _- r-6' MAXIMUM PANEL LENGTH "L+" OR 'I (ft.) 0 MAXIMUM ALSO. CONCRETE ! WDOD OEM PRESSURE RATING INSTALLATIONS t (P...1.) (+ N, -) Rd Lr .. 2120 14v ID'-0' 210 12'-lo- 71'-r J00 I1'-e• tw_7' JB.O 101-10' 9'-9' 400 a'-$* e'-2' 0G _ r-, • a'-r 50.0 a=7. a-r. - SELO - 8-3- r-I' - Sao a-- - ra• A&C, 7' I r-2- -- Mo i 11-1. 0'-11• )SO _ r-r- ;t-e• Sao r-o' a'-s' 85.0 7-0• G'-3• 90.0 61-/1 ' B.-I. 030 I'-7• 3'-10' too.o e'-J 5'-r Imo 6'-3' 3'-4• five - r - IF3.0 - •'-IO' 116.41 4•-N, MINIMUM SEPARATION TO CUSS SCHEDULE MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN PANEL IDIOM (in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII 30 DR LESS I' I. 9' G 1/4' - >33 70 90 I. I. 7 1/7- 7 1/2- >e0 TO 145 I. 1• 7 I/2' 7 1/7• >143 10 , I I' 1' - 7 1/2' MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, ED. - MOE DISTANCE NOTE FOIE COMERNATK)N OF SECTIONS: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 at 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I INTO EXISTING WOOD STRUCTURES + 1/2' M. TIOMODCD PCMUMIIOM ( 7•.•• WOW - j 1/4•I LAG TCREwS • a• Or. W/ TO CASTING N000 NPALWI, IMO,AREO 1/••P L.Ac sown • 4' O.0 W/ • 1 1/7' NN. 1,41f/10fD PC.IIATION 11 ; Ml a ON FIkE TO RIM WOW N[AOERTYttmi n I1 ro fA1STP0 1N000 IEIMR. r ` C4nL f1411' 7.R5. l • TA OD Ora) I. 1 4'•-20. 4• M3 `\ / 4 lbM. 1, 4.,• 9.M5 1 I 6 Cml W1J 7/6;.}Y WN1C ., jIs MT T U ENO O ® 5 , Y � `�N I NU1 • 2 O.C. 1 4 4 W,II '7 1 Y LTG ,Y ' M. 9C•E,19 • B• O.C. • 1 B S \ I RUy� I 3. .• ,wss YND • G [7o O ,.� � � tl,OErAs ,n. a ` �� ' tr f, •i. ! .I�iCAMI1Usi r/ A'r3/3r• ro /ci nw WOW'�OCD•WAP[PrJI[TaAna � -... _. OF MWf� R».) f DFTO ,/2. A (- !/,r AAIm POP FoAm TI- 4.1' S.MS d T_ _40I E+ __( • MNTIOTH a [L91n ® u END a ® 1N ,•_:RrP) nFA,. 7 - p D ■ 1 OC A,n • ._ _. -_ . .IDOO IEI\tlFR RLOL,IALD J 7 4/16' NN, 1' SFPAMTON I 1(,9.•IF 7/N• ��J Y/9S'LR/Y771Yf �+ GASlSEPARATION I u6•«IYJT / /7'• 10 O1ILSi I "/=?aEVEM @ t1/2' OIC 1 2 1/0, Yy, g MIIY 01ERLW SEPARATION I i ]/.' - 10 CLASS 4'•-70.A .• 13 2 9/16• -]7/ - � -. I W W NNC if I I i TO CLASS F.APF3,y'D 1 OFIOAPII 3� - - 1p ] I - ~ .1 ,�A'P-.7pr3/4• Y.9. 4 N ,{ J C1M•t I1"■ " .) I 0 ..I it C I V/ 7/M .3/U' gC i I if 8 I', (2•.r MI I 1 }}� � I I 1 u - 1 a•r- 1• I , a1 PAINC1Wn Ii,NALE G 6 *-,._-..�__ !._ `. a.MDAArz Plus •/ cWA. 1 _ 1 B -Ti3 I • 7/•' Mn 1IHIEAOFO }1M1 •• N.S. 11 _ T(ii .: T EDIT A IIFL(A) PONTRATION4 17 1/7. O.0 '. ( // SY AA 1/ • II I/a'W IJb IHPfAOW P{7NEIM19N 1 (2 2 N• I , 1'4- ) /4' S E 1 2.70 I TMMIRFRf9Q 3/4 _,//1�� YWpNpp N1'UL .. �. ' 1, I MtNIO,n M PLATE AT SIR" 2000 tlR ...FLAT ON °N MOEIRFR 1/6t - 4•NJT 1 - NOf[ TALI 11) 1 _ NOTE ,A RLM 6 t 4II A MS W 7/.-./SY 2 /U-10 PNNUWrz hu5 W '� I m ff Iwo PEN ETRATON • 17 . [.�Nc MU7 11 T' c c. a5�7mwm �1 ,/4'P LAC SCREW! • 6' OC W/ ,/.•. L4 50611'S • 6' OC W/ M➢"W(tPVi[ NIEX. -2- Min. A 1/2' 1M. "dKAWD NRMTRA,ID,I Y+n. aJJ [. 1 ,n' MAN I,IMAm PEWILTMTON M1 a W LTC[ ALTERNAtTIVF ZAP YA., 7•G•' WINO rOW PLArz A4.pLARD • Yp01H OF 14" INSTA ';'1 PLANE I1EOU1� FLAT MT a W FM ALTERNYE 9IN AaEa//77 � Muff - , ' I 11OOR TO C u TING ALTERNATWE 4FFW I . INSfAUATOMS ARE OKAY VADD POR quRpNNG,S WAN AS.O. 0610N TOMS UP 1p +e6.0, -75.7 IMF AND PFN61'S EONGT UP TO S•-t0• g AAHNNIINIIIqTERNATWE �I•IA, SCALE 1/A•. L' 2 FOI NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO R SOUTHERN L7i��. Aavv.AL �'•P...... SCALE 1/4--t- Pi PANE ft 2. W/ SPECIFIC DEW" OF 0.55 OR EQUAL . T-••" •• - / • ,$ i ''9 FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone) �>t 1 F(0)F,J� _ :• No. .RBm nTtcD..c. 20 CAM GALVANIZED STEEL STORM PANEL FP Si SPLCFYA AID RF01•KM[Nl9 fa OF Do WI ®A1 TOP A9 * :* S pM1 F,WIDE K sCOMACF6N n TRNAYK a Al •nE0 ON .000 toW NM 7000 v6TAIArNN M W I((F[r :Y' °EW $�'. FTA�-z_ > > LOBAL PROTECTION PRODUCTS, LLC. °'/'y�010DI .I TFAN.TiVE TOP NLP�E! rrooD A�-iC; .. coT--__...- IL ECOENCN6B6 PM. 31 WYET FOP W BOTTOM YWNTS*" GA w comodn N ANY SI � �•�fV1O'Y�­-.1-" .. - x W�I1m1A AMU T+OM: IS..)♦Y iI 1A�'La11P6.T66F4n7 20-176 WAY M NIO AW IPATALIAION, WALE 1 4 . 1• NN AP E -w TAM _-NN 1 /' W1/1411 1 PE 4Ay`YONMTYTIrfWO[ CA-6WINIA +A''•• NY- 1111.A4N w ANTI SHUTTER 1MI NUT SHOW FOR CLARIFY W R* A nln W.. PL tNFLA N OF N 1/4. 3/4, 4/5. S 5 A 6/5 IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7 S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _ S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _-- �.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e • ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS-D. CONCRETE A wow PRE RATING *WA1LATKMS t (PS.1.) I. -) IA L- 2G0 I2'-o• 1)'-01 230 14II 7I'-a' -Jao ___ I F'-a• to'-r 38.o to.-lo• IG'-O• .. 400 10-11 /=4• sso a a_ S•-I' _ !0.G _ I N•, a 4 ILO_ Sa'-r 81-o' eao J _3• - r-r - -- ao a-o r a o )-a• r-o" - 7G 730 7 6' r-fo' aG0 7 r a'-r d o r-o' S=s' NEO a a• e'-r _- $&a '__ a •' e•-o 100.0 6'-3• 5•-1,' - -,CIO e'-P s'-a- - Tao _ - a'-r 1 F50 - 5--6' Free _- r-6' MAXIMUM PANEL LENGTH "L+" OR 'I (ft.) 0 MAXIMUM ALSO. CONCRETE ! WDOD OEM PRESSURE RATING INSTALLATIONS t (P...1.) (+ N, -) Rd Lr .. 2120 14v ID'-0' 210 12'-lo- 71'-r J00 I1'-e• tw_7' JB.O 101-10' 9'-9' 400 a'-$* e'-2' 0G _ r-, • a'-r 50.0 a=7. a-r. - SELO - 8-3- r-I' - Sao a-- - ra• A&C, 7' I r-2- -- Mo i 11-1. 0'-11• )SO _ r-r- ;t-e• Sao r-o' a'-s' 85.0 7-0• G'-3• 90.0 61-/1 ' B.-I. 030 I'-7• 3'-10' too.o e'-J 5'-r Imo 6'-3' 3'-4• five - r - IF3.0 - •'-IO' 116.41 4•-N, MINIMUM SEPARATION TO CUSS SCHEDULE MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN PANEL IDIOM (in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII 30 DR LESS I' I. 9' G 1/4' - >33 70 90 I. I. 7 1/7- 7 1/2- >e0 TO 145 I. 1• 7 I/2' 7 1/7• >143 10 , I I' 1' - 7 1/2' MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, 1/4. 3/4, 4/5. S 5 A 6/5 IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7 S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _ S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _-- �.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e • ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS-D. CONCRETE A wow PRE RATING *WA1LATKMS t (PS.1.) I. -) IA L- 2G0 I2'-o• 1)'-01 230 14II 7I'-a' -Jao ___ I F'-a• to'-r 38.o to.-lo• IG'-O• .. 400 10-11 /=4• sso a a_ S•-I' _ !0.G _ I N•, a 4 ILO_ Sa'-r 81-o' eao J _3• - r-r - -- ao a-o r a o )-a• r-o" - 7G 730 7 6' r-fo' aG0 7 r a'-r d o r-o' S=s' NEO a a• e'-r _- $&a '__ a •' e•-o 100.0 6'-3• 5•-1,' - -,CIO e'-P s'-a- - Tao _ - a'-r 1 F50 - 5--6' Free _- r-6' MAXIMUM PANEL LENGTH "L+" OR 'I (ft.) 0 MAXIMUM ALSO. CONCRETE ! WDOD OEM PRESSURE RATING INSTALLATIONS t (P...1.) (+ N, -) Rd Lr .. 2120 14v ID'-0' 210 12'-lo- 71'-r J00 I1'-e• tw_7' JB.O 101-10' 9'-9' 400 a'-$* e'-2' 0G _ r-, • a'-r 50.0 a=7. a-r. - SELO - 8-3- r-I' - Sao a-- - ra• A&C, 7' I r-2- -- Mo i 11-1. 0'-11• )SO _ r-r- ;t-e• Sao r-o' a'-s' 85.0 7-0• G'-3• 90.0 61-/1 ' B.-I. 030 I'-7• 3'-10' too.o e'-J 5'-r Imo 6'-3' 3'-4• five - r - IF3.0 - •'-IO' 116.41 4•-N, MINIMUM SEPARATION TO CUSS SCHEDULE MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN PANEL IDIOM (in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII 30 DR LESS I' I. 9' G 1/4' - >33 70 90 I. I. 7 1/7- 7 1/2- >e0 TO 145 I. 1• 7 I/2' 7 1/7• >143 10 , I I' 1' - 7 1/2' MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, MAXIMUM PANEL LENGTH "L+" OR 'I (ft.) 0 MAXIMUM ALSO. CONCRETE ! WDOD OEM PRESSURE RATING INSTALLATIONS t (P...1.) (+ N, -) Rd Lr .. 2120 14v ID'-0' 210 12'-lo- 71'-r J00 I1'-e• tw_7' JB.O 101-10' 9'-9' 400 a'-$* e'-2' 0G _ r-, • a'-r 50.0 a=7. a-r. - SELO - 8-3- r-I' - Sao a-- - ra• A&C, 7' I r-2- -- Mo i 11-1. 0'-11• )SO _ r-r- ;t-e• Sao r-o' a'-s' 85.0 7-0• G'-3• 90.0 61-/1 ' B.-I. 030 I'-7• 3'-10' too.o e'-J 5'-r Imo 6'-3' 3'-4• five - r - IF3.0 - •'-IO' 116.41 4•-N, MINIMUM SEPARATION TO CUSS SCHEDULE MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN PANEL IDIOM (in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII 30 DR LESS I' I. 9' G 1/4' - >33 70 90 I. I. 7 1/7- 7 1/2- >e0 TO 145 I. 1• 7 I/2' 7 1/7• >143 10 , I I' 1' - 7 1/2' MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, MINIMUM SEPARATION TO CUSS SCHEDULE MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN PANEL IDIOM (in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII 30 DR LESS I' I. 9' G 1/4' - >33 70 90 I. I. 7 1/7- 7 1/2- >e0 TO 145 I. 1• 7 I/2' 7 1/7• >143 10 , I I' 1' - 7 1/2' MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION ®'®°f® I . 1_ t-J_. _ 'A_ r i -tTt:4I,, � � i 1_1- -- -- , 1- -�_ _ 1_I-( lI . fI�� 1I�- _1_U__ UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I (SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP APPLICABLE) (SEE BLCTO M AS APPLICABLE) I I I I,,, 1. 11 1 9 I I I 1 I I i i I D.M..( . ®. I _ . _ I - - - - - - I - e O O O -__1 _) @of@ - .,5.- MAX I __!' MAX -rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'" iL 1WIS. 2W/61 3W/7 A 4W/7 REGULAR RM PANEL AT ON ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)- (D ELA��.]!. 1/4" M. GAP 2.9er f_ (Wt.O� .) "I Mmum -'rINI 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, 1.5'x1 !• wiI NOD-o' T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[ - DIRECT MDAR 46' 32' 32• 35• 1. 1• so, 1LE TUD 14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA• f T• TRACE 55' 32' 1. 42' 67' GO' SO' ix 1. 32' 32.3r a0' SG' S660' S6' 1. PM GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, GAP Ta I SECTION A -A �� N.T 6. A1mm (1) L+. YN L Mo (2) PW= CM04 A (3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk. MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone) * • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•.. . III 1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$ "n'0 E �F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T )ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175 4'iryh N� G IR".Yq w4 r aWRO N" IINY T+E/AMIF A W., IIIW •IQI ] O N, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ "- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I "' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr '� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r I 3 ; -_- _ = f wwN�. n wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm. 1 1'+ANEI tLNDT REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII ,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR __ SHEET 11 QI SPACER " YAx /2I � $vALa I 1 OF 1 ._) /I '• .I 1 I I _ TOOTH I MAX 't2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__ 1 -. i 1 - I I I I t 4- 1 ----__ I Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2- .. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.) ' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES. 1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II 1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE I ON SHEET 3) I ON SHEET 3) ON I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t) OA7� L Min. I �` ( , EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD En �A95 I I I i DIE L I DIRECT MOUNT W/ SPACER P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �. SCALE 3/8.1• 1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION. 1 I- ' - 1 WOOD ANCHORS I * * 11= STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie -R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0- PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000 ' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C. ... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie a1 (1) wmm AN go" PIOFIR, MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION ' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M 7L yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma. ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN. Z,n I. 14 3 PFa A.IY IT NI a am 1 1TRS-M. MN [_._.__­L_'_­­__'- ­­­ IIQ7FS 4*�,t0z.��i, Ea '''• : e FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA. DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE 2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175 DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M W1L1R A W. k 'M INRI a O 19 DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, DIEM AI NOTES AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:. 1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS, VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH - 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO. P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED, MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a. STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG ACCORDANCE IMH N.D.S. 20, 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST. .01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO. PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA) 2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER 3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4 4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED. $TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME INGS 500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION 7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO 6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM (A) G_POL E BUILDING T'O PREVENT WINU/RAW INTRUSION �Eld$ilN+Rrn THECDNCTSIT� - 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS - 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D - f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5. - 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT THIS P. M T A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0 STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT (B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM - 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL 1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE - 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE - 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11 - 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A... 8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB' . FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM 13LOCW UNIT S141LL R i 1/4' 9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w' STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a� AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM Ti'�:, STATE -: 8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO* EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -, S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s AYNN w ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, CONCRETE ANCJNORS (SEE SCHEDULE ON SHEETS 9 THROWN 10) r LC INSTALLATION DETAILS FOR REGULAR PANEL i1 ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _QSIT_ CONCRETE 00 _ BLOCK RCiNBLOCN RLQUMEDCONRTGasoRCOLMLD. AN(fEE 9CNmUlE ON ` EXISTING POURED R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR ( U Ta -__ -____ - 1 1-101 E _--._.._- 0 : -..A. T:.. I SEPARATION I ro GLASS, I ExlST91Gr,R� (SEE SCHEDULE I OLA95 I ON SHEET 3) I I U 1 I CONCRETE ANCHORS , ` ,� I_. ON i 6N1 T-47 1' Ma. I PANEL LENGTH (SEE SCHEME ON SHEET 3) (sEE sc11Ev xE 1 t- SHEETS I THROUGH Ilm I Sox 5i /. s• . I OF 1' 1 Lux. LID... .; ®' I 1 4Y-xalw Itxn `/ C.D. I 1 r I , ® y- 1/11 IUA/14 ,p 4 a .:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI ;R I - I . MIT. '_ i (ALTERNATE " I LEG LOCATION - I ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE ANCHORS OR C6NCRCTE BLOCK REOUWED. (SEE SCHEDULE ON SMELTS 9 THROUGH 10) E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, E.O.. EDGE DISTANCE ��J E-9WM�: (SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ON SO4M ] 9 1 I ,t I I Goss EX WAI -YY 1 E.O. EXISTING PDIIEQ. RCONCRETE E ROCK I CONCRETE ANCHORS -_ STAMM W/ SRIT7 (SEE SCHEDULE ON SHEETS 9 TROUGH 10) caNcacrE ocx �,J�.•.m.,- 1/4- REQUIRED. - _ I 3-.-WIli•w= W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', - (SEE SG/mILE ON • �+1/, H -__. } I . SHEETS 9 THROUGH 10)', I 1 EOI / 1 1 I EOj.-. I (/7��7 f- I l,l 1.1I An,, ED. �I'll I v/ 1 I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, I 1 1• YaA. II*'T GLASS SEPARATION i 1. LE PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1 (SEE SHEET 3) 'ON ]) i NOD Sim D I y ,..- L . t:l Exi"AD I I 5011 GLASS I 1 Cl) 1-,{ f /y iy/� I / '. EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, EA. .;.//,,, I.l 1 U / . � _ 1j. • _1 1/2' O.0 1 .j APIl1CAAE), CONCRETE ANCHORS _. _ J 1 . - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..) = __ NiS O30O�./y: EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK ARE USED. Rom. VJI 1•. .1 r A M d1`747151 3kMIif)1w� INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD �' 1I ALTERNATE LEG 4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION SEAM REQUIRED. STRURlB,A-L ADEQUACY OF EXISTING WOW ." li BEAN TO eE CERTIFIED BY ' REGISTERED ENGINEER DR Ea . - ". Il. / - ® ARCHITECT PRIOR TO SMUTTER INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -. ( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap SHEET I1) SMELT „) ''1 --EO+FD-. .- mleis Mm "No' *0 wr E III ( f -_I'L UI. WOODHEADER- , 11, In' .----- _ EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G (SEE 44E'TSC'FWLE ON �.. %tM �li j /� -1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i 1 ON SHEET 3) I 9a IAn r I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT( NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11 I I PARR LENGTH :.. _- - - ... -_ 1' / 1 M nA ma (SEE SCHEDULE L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3) I - ( i ) M•A1 tAe1 T� ON fN -. ql __-.. - . 1 ON SHHEET J) GUlSS -"l (-- (�7 j $GUILE 1 ''�' DOW I I .� OF 1- I i ,(� OF 1• I 1 1 MA,X. MAX I • 12 1/2- O.C. ! , FO NO F 1.. I I _ ,I p,N-IANr I i � IHOO Ian ALUnU I -.. L I F1. .. r W a 1/4' O.0 .__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11) --2• MITI.-- - - - -- ' GILD-OLIT MOUNTING ALMRMATrA ALTERNATIVE 4W SCALE HINNH BONE ]/e-,• DER 46 ft .La'',.%GEN'te f. NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_... INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an. DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6. 1CI1 A II Ar., lA aMn l OI n _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, _41-I N N r- Cn f N .I--+ U a) Q O C Cu -0 � .m 5 � Cn '�^ C = Co - CD -I 0 cu^ C O O ' �= W C !� O LL 'CV O \V O .=r _0 E ^' Q -0 .- co A< CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, CI N f0 LL ' N 4 cc L. Lu ©�o V 2 n C Z = M U CI lN TJ am >C N C L. TO tp N 'p (-�, .0 LI)-C N N 10 3C u5 Cu, ]C °3 c_ y as C- .= c G7 ,7 .z � II cc 3 3 m w � _N 17 u a i L_ [� 3. C" AC T " a •= C E R U CO Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, Cn n�,A W CD _0) = O CDL U) CL CD U 0 m L_ 0- 0 'a)//I� B' V J W BBBBI W = Z Z Q J L1 SHEET NO. SH 1.3, SHEET NO. SH 1.3, 11 —A - I - I — ------- ILA I 1, till III I - -LA' I All l li "1 11 Ll A 11 IN I— I I I lm��E�1�1111 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR. LIFE SAFETY & E—Z HANG STORM PANEL 1) SYSTEMS '- - -;,...., . OR O ,� g ,® KLm 0. 2' . 3' . 1163' 3A03 0-14-PA VARX5 rw wow Fmw 41063-16 NAM Cow. AUAAU T w.-I & NAME WITH 1 1 3/4- 1 NHwa Ae WOOD FRAME (t OR(3 C1 N RtokxtED AID, Ave A\, Ln", rvwtm AID Loafflaw Am' To J-- VARIES v low < L At BE< I `�-n- 'Ell ; let POLM A. - - - tONCRITE, CDPKMM X 4' METAL ALINK MIT PLAN &LOCK ON 2'Ae WOW FRAIME X e 131;03- or Reoupro em-re Atka, 2 1112- 4 10 Ast �1, COW. ALAIM, AN= T�4 mAAAA - - - - - - - - - --- Mu GAP Ile 4 AA 4' D.C.3;03-. at 410113-fil uA1 ]lag-Au' R/a., 41n C.4 JVM11 CASE A (PLW CASE 8 (PLAN) CASE C (PLAN) CASE D (P SCALE 1/4--t- SCALE 1/4--l' SCALE 1/4'.1- SCALE 1/4-.1- BMJD-!= OR CAx- 9A am Pimilimin namu a AM Jq OR gm t.5X CON' SAM 09 2%e WOW Sam or DID" toAS APPLit'4LE .00 (wk. PANEL = MlIf WINES & IT 2',Ae WOOD OVERLAP BEYOND rKAW • ir moL' REQUIRED OPENING WIDTH) )C1)11 ottoLw" 1 1,141 ve Z� al a ma -ct VARIES NKP40M FRONT As, IT C I FL4N= PIARALLIL M S' MIAL X - 00 DISTANCE ( TDI - - - - - - - - - - - 1/0— - Atent.? CASE G (P SCALE 1/4--l- IPAIDAN't VAUD MR DIRECTMOUNT INSTALLATION ONLY A At. CIER"D PANEL INSTALLATION AT WALLS W1 SURFACE LEVEL. VARIATIONS WITHIN 3/4` * i * ' f FLORIDA BUILDING CODE (Mon Mob Votootty Hu can* Zone) CASE E (PLAN) CASE F (PLAN) 5tAI1OF Am Liu m W. 24 RACE GALVANIZED STEEL STORM PANEL r'.SCALE Veoii*�-- cum Ift. SCALE 1/4'-1" M PRODUCTS. UC. am 11LIECOomo. GLOBAL PROTECTION 4E .W. 51 YtfjT NA, IAML M. 3331I20-175PHPLooi)w-nok toONAMI.Tn CROW AN, PAL MMAWWuKYM OLIM A %in P, PE 197 F09 1 (VAUD ONLY FOR PAINEL(DINsTALLATIoNs As PER ALTERNATIVES 1W THRU 401, ON SHEETS 6 de 7) MAX. AS D. DESIGN PRESSURE RATING MAXAMLIM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A TO ALMOMA:l Ai=Iii OF THEM PANEL LENGTH (ft.) TAPCON LAO SCREW PAMELIAIATE FEMALE 0 PANIELMATE PLUS WOOD BUSHING Is- lr­­ 13, 13' Ir IW M 13- 1 y 13' 13' TV (wriam) 6 112- 6-1/2. 0 1/2* (TOP) +45, -45 OR LESS - 8 1/4" 12 112, a Ile MOTT 1 V-0 • OR Ums CROP) Is- or 30 (WMN) is, 13, ,3. is,— 13, (TOP) 13" W MOTION) Ir I r 13* 13' a 1/2, IT (mr) 13' 13' 13' -- •Or. (momm) 1/2' 6 1/2' —I/r •vI. (top) 4 1/4w 1 12 1/2* 1 6 ye >5 TO a' 4 1/2* 6 2' 6 1/2- (700) 14'-4' 10 tn' 1/2- 1 7. 9 lii• 12- e (TOP) '17-+ 13 • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS tk VAX PANEL LENGTHS WHEN SPACER @ is USED, OORIIESPADNDING ONLY M ALTERNATE 2W ON SHEET 5 MAX. A.S.D DESIGN PRESSUREIENCTII RATING (P..I.) MAMMU ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 Appt*Lf xwwm AAr OF TWO MAMUM 'L (ft.) TAPOON LAD SCREW PAWILIALITE FEMALE ID PAM—EE PLUS WOOD WSHN, 13, Ir 13* Ir Is- INflon Ir Is- IF— Is- A. a I/r a 1/2- 5 '. 1,0 o+45. -45 To +75. -75 13* 4 1/4" 12 1/2' . 6 1/4- (SERT..) 5--v OR LESS 13' Ir 13' a' 13' 13. (eOTION) is' Is- Ir 13' 13, to" iW ir 13* It Ir a 1/7. 6 1/2' IS 1/2- 5 1/4' 12 1/2' 0 1/4' 2W mm.1 to 4 1/1, 1/2- 7 1/2' 3w (rop) r-!r 51 5 1/2- 1. IN (BOTTOM) IGM 3" -4 3- '13, 13* 5 1�!, AIR (TOP) — I, Is' To' 4W OICTIOM) �J' • SEE TABU #1 FOR MAX. A.S.D. DESIGN LOWS & MAX PANEL LENGTHS WHEN SPACER 0 IS I USED, C011RESPONDING. ONLY TO ALTERNATE 2W ON SHEET 6 A.S.D. DEMON LOW MAXWA PANEL LENGTH 40 PSF OR LESS B.-B. > 40 PSF TO 50 PSF 5'-2- > 50 PSF TO 60 PSF 5'-10, A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE UMA.UE ID OR PANEL MATE PLUS ANCHORS & W/ 1/2* O.C. INSTALLATION DETAILS INTO POURED CONCRETE OR 1/4-0 TAPIC431, FOR LIFE SAFETY PANEL CONCRETE BLOCK STRUCTURES 1/4-0 TA:�S! Cl-) ANCHOR 0 9 0, C. ANCHOR 9 O.C. On CONCRETE BLOCKCONCRETE ItEoLaw. BLOCK ED.. on. it 11--SEPAPANION, I TO GLASS. GLASS 'L, Mol. PANEL LENGTH 6* PANEL LENGTH (SEE C"TION (SU DEVIATION Wn, ON V*Xt .2) T ---If ON SHEET 12) a TO GLASS. It IT' -0 T AA LC EXISSTM PW CONCRETE CONCRETE •a CONCRETE MACH v-' REVAltm "DPW REQUIRED IN 1/4'* PAN 1/4-6 PANCLUAlt A' NO"ANIEL ANCHOR 9 12 1 ot, ANCHOR (BEYOND) 0 WE SHESTS 15 As, 14 IN ANCHOIN TYPE SPAOIND! FOR WALL MOUNTINaS SCALE piguAl~ INTO gm $1111ME amsew � AMD" IOANNINA AND MNWo am 011"NAMINE ARE INDCOVED ON THIS SCHEDIALL IN E.D UM THAN INWATED 00 SCHMU PMKE ANCHOR VACING In 'ILILIMPLYWO Mcm OWN am soma try THE FOLLOW4 FACIONS. FOR THIS OPIPFAMON TO BE POSSIBLE. "M SPAICANI ODYAO WWA FACTOR SAVLL NOT BE Lost THIAN W"M MOM 00011CWTED FOR EACH ANDION TAPE ON YM SCHIMML 1/4-P Iles &%MO wpm (-a 3 1 FLORIDA BUILDING CODE (Mon High Velmlt�v cam Zone)l -a."& MAIN oeoft Imma W 3 PC 24 GAGE GALVANIZED STEEL STORY PANEL WAN IN, MICRO A A a-ft- STATE I MOM PROTECTION PRODUCTS, U.C. am - A 4041, AM LAW At lffW Dom, m 33411 ow 1.00 Nt Fjol, ""M"M 20-175 PE fA/WOM�Ira/OAII0= CA-ODWIV !!.1 — 1 w 1 AN. 00004"l-w- - OWPM 1w. F9 I 'I BMW 14 w we • MAXIMUM A.S.D. DESIGN PRESSURE RATING C s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO cowgm & comcgETE BLOCK mumms (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 5. ON SHEETS 4 & 5) MAX. A.S.D. Dt" PRESSURE RATING (P MAXIMUM A.S.D. DESIGN PRESSURE RATING C s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO cowgm & comcgETE BLOCK mumms (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 5. ON SHEETS 4 & 5) MAX. A.S.D. Dt" PRESSURE RATING (P MAXIM1,114 ANCHORS SPACING FOR WIN E.O. PER SCHEDULE BELOW APPUCANUE TO SIC, VAXIMUAI 00 MAIL A.S.D. PRESSURE RATING (P-4-0 MAXIMUM ANCHM SPACING FOR ININ ED. PM SOHKDIAJE 88DW APPLICABLE TO OF THEM RNA N MAMUM PAMO. LENGTH v (A.) vitim SOUD-SET FEMALE 0 1 PUVS ZAMAC-NMM rAUK­tN COMBINATION OF THEM TAPOON SOLIO-SIT FEMALE a PLUS ZAMAC-KNUN CALK-111 — to ewcmm —,* 3k"0111 To cosom 70 mcummu amam .43. -46 cot Ir Is- .3k Is- Is- Is- Ir 13- Ir Ir 11. Ir Ir I F- 51-r OR TO -03, -a 13, 13, 13, Ir Ir ir Ir 13* Ir 13, it it In 1 (TOP) 5,-Ir OR LESS 13* Ir Ir 1-3, 13' Is- Is. Ir Ir ly is. is' 13, Ir 13, 13' 13, ly is' AS' Ir 13" 11 1/2 7 (BOTTOM) Ir 13, 13, -13: ir Ir 13, 3 ;7 I s- t3- r Is- 1 r 2 MM 13, ly 13, 13, ir is' Ir 13* It is, Is- it 1/2 2 (TOP) iY is- Ir Ir Ir Is- 71; 3 13* Ir 13'a_ ir 13' 2 (BOTTOM) Is, Ir Ir ir Is- l i� Is- Ir Ir L3' 13' 13' ir Is- Ir Ir 13m 137 IY Ir 3 (TOP) Is- tr• (TOP) 1/ 1/4' a 1/012 112`12 1/2 - 6 Ile 4 1/4- 3 (MOTION) 6 1/4' 6 1/4' 3 (W"MQ V r 5, r 8* 7 1/2' 4 (TOP) 'Ir a" a, w 8 1/2' a" ? 1/2' r s r 5, 4 Cw) a- It. 4 (11011,04) 3 CIOP) Tj,­ 13, is, T3 Is- --iF I I 1 2' �T­Ali ly 1 is* Is- Is- Ir !3- Is- 13--, is, 13 . Ir 13* ir is- —Ir 13, Is- Ir Ir- is, 137 Ir _Is- IF- -T3;- Ir 13, 13' Ir•_13' -13, ___13* -is - "-- A Ille W ir tr ir or tr ir 137 6 1/4- 13' 6 1/4- 6 (TOP) .4 3;-- -C3 IF �3- Ir IW Is- - t - r, 13- it 1/2' 4 1/.. a ow".1 -- -- -6-1/-4-' 9-1-/4-'-' -fi­A/'*- 9 1/4' - I/e 6 1/4' a Ile 13, 10 1/2' lY r 13* 7 1/2 a 1/2 Is- 4 Iff I (TOP) TO I 13, Ir 13* ir- a 172-'- is, A va' 9 i/r • 1/2T ir s in' I MP) >W-r To --IJL- is- 7- Ir 13- Ir 9 1/2 fY i 1/2 111 1/2 7 1/2 Is- r I (SOTTO) -i]r- i 1/2, ir 13, * Ir tr to, It" A. 13, 6 1/1' 1 (BOTTOM) tr b* 1 13" All) 1/2' Ir 71 13, r 7 1/2 5 112 ir 4 Ila' 2 (IOP) is" '. it 13' 1-101 Ir 1 1/2* Ir 5 1/2' 2 I1r 6 112' Ir 5 1/2' 2 ITOP) r Ir Ir 137 0 1/2 is* 9 1/2 10 in 7 1/2 13' 6 1/2' 2 (BOTTOM) 13, 7 I/r Ir 13, 1-3- IW Ir it' W 13* a III` I (Santsm) ly Ir IA� 10 1/2 7..1 A? 1 /113 MP) 7 I1r JIL, - 3L 0 Ir To- It- 41' Is- 0 I/Z- 3 (TOP) - is 1/2' is I1V 6 Ile 6 1/4- 12 lir _10 0 Ile - 9 1/4' 6 1/4' 3 (BOTTOM) 12 1/2-12 1/2' 6 Ile 0 Ile 12 Ile 12 1 /2' - - 1 1/4' 1 I/V i (eorrom) 7- 3- ' $ 5 1/2" r 3 llr 8* e 4 -j-- /2- - -:F- - — ---;-- a j-aF)-- 5' T. 1` 41- A- e 4 1/2- 3 1/2- 6 1/2' 3- -- TTOP) 13* 7- 5 1/2' 7 Ill* - 4(SdR0M0 Ir• •it. 15- 4 (BOTTOM) is- 13 Ir 2 1/2' I.V 1 1 1/2-.r Is- r 15 (TOP) 13'_ I/r 13* Ir is, to' Ir to, I' As. Ir a 1/2* 6 13, -;-3� 13' 0 1/2" 13* 0 q1/21 1/ !�O 13^ a I/r Ir 13'•• -I It* a- Is- 8 1/2- 5 (BOTTOM) 7 1/2 4r Ir 1/2ji_jyt 1/2*-G MP) fil 1/- 0 1/4--fe wil 1/4-t I is 1/4-16 114-16 (ICED-) ja Ile i a Ile 16 Ile 16 1/4-1 - I Su now I A no Now" " A VIACOM MR mutuArems Kim am mem mmummus, 0 WWM MCNIAN SPACINDS 40 WWO EDGE 067MM Aft ININAXIIED ON THIS 11CHOPIAL IN ED LM THAN OWAID ON It"DIRIE NMU ANCHOR PAIN IN MAWALYING WAPONO DOW ON somma IN THE 001.1011100 FACTORS. IN Rft OPERATOR IQ BE "Mt mmm SAAM OWW" USM IIACM POLL Not WE LUS THAN MW"W SPANK 00"rD FOR EACH **M TAPE ON *6 SCMEN" t ANCHOR m -jLvej pok PLUS am,-w wmm AACHO VOCK cm.) 1 f > 1 3 Ali, I in 0-4 3 tr r I J 113' 5 In AMK m mummot (m) FACTOR Iffl- - . Yr ;AAA- 4'j5 IAG SPA2*MYVAUD hSux FOR MAX. A.S.D. DE511LORDS MAX. SPACER USED. nLL& a ABA. DEBION LOAD IIIIIJUM PAN& Loam 40 PSF OR LESS S.-S. > 40 PSF TO 50 PSF V-2- > 50 PSF TO 50 PSF V-10" A MAX. PANEL LENGTHS ARE OPW VAUD FOR INSTALLATIONS */ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. (SEE SMIGNE A ALT~TM ON BUYS 13. 14, 15 &to)--- 3• MAX +R-1A/13. R-2A/13, A-3A/K It-118/13. 4-20/13. 111-3111/114, 3 4". 01-1AW/15, R-21LW/15, R-3AW/15. 111-29W/15. R-30W /if. oDro 0 0 0 0 0 Eti -T-TTIA ' C- I- - I i 71- ZjI 4'0 2ml* S.S. BOLTS it L. U; FAAhw#EL LEDm4TH FOR PANEL LENGTH OVER REGULAR ST M PANEL Ir-S' 0 +400. -40.0 ",C REG" STORM PANEL (W/ 44 OVERLAP MI) PANEL LENGTH DOLT) ----------------- N•LIFE PANEL 0 +50.0. -41HA p.IAI. (Wo ovatio No PANEL Liam" GMT) 4 -2w, USE 2'-a - MR. PANEL LENGTH 7 AT ALL MMWNM SA • AT EA I LI2SAT -tfte --- TION 0A LIFE SAFVV PANEI BOTTOM CGW*Its D.M.4) —0 or WIND NO AT-. EXTERIOR WING NUT Al t INSTAWTIONS ONLY VALID FOR WIND -3: MAX. LEFT PANEL R_JJAAAARIGHT PAWL 3: I WN, R-IA/13, R-2A/13. R-IIA/14. 13. R-2111/13. R-39/14, I wt SPEED UP TO 170 ftp.h. 1,0111-1AW/15. R-2AW/15. R-301111/16. 11--low/13. R-amps. R-mwAAAI6, (SEE SECTIONS A, ALTERNATIVES ON SHEETS 13. 14. 15 *16) - - ----- I/e MO. GAP LIFE SAFETY STORM PANEL ELEVATION (t) SCALE 1/4'-1' 2."7* 01 STORM PANEL (met oil m -1 !t!u wum STORM PANEL Ijjl�� A VAX, GO A ... Ai 7 LIFE SAF PANEL EMRIOR SECTION A —A SCALE 1/4--t- TT Ij INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES PANEL61) 7, T­ =APOON 0 r ox -02 MAIL 1/4" T 01/4' hkx A ---A 14- An,, W. <D At 1'A• 11 S�e V1 Is -`- GL/S. umw ow r-In A YPANEL A, MAX 40 Act ma I Lo� Pool r-41") *L' VAX 4 1L- -Y PANEL LENCTIAI DIV.'. kA.. 4� amm PANEL LOAM (SEE ELEVATION! A, ON It-= it) (SEE ON SHEET 12) PANEL LEAKTH ­j (SEE ELEVATION _0 ON SHEET 12) ISEE ELEVATION ON SHEET 12) 0 I' s�--SWEPARAIIOAN I 1 A - T 5 1* km,,� IA- I TO GLASS. VA r go I. mi.. TO GLASS I Ll2 SFIARAY100-- 70 at"$. i #----SEPARA1XW W2 TO GLASS 30 Eb 01E /2 1/4-0 TAPCON �-w REQUIRIVE) A= Amunalt 0 9- D.C. STAODERED It/ STUD NO O.C. STACOFM W/ SPA D.C. PLATE U4 thn WOOD REOLV= REOWRW WALL MWIMNO SCALE 3/8-1* IRRENGUELAYN FOANIMS A. T4 ............ AMM&MAK FLORIDA BUILDING CODE (Won High Veloafty INWWU tons Zone) 44167 am 7k"= At 24 CARE GALVANIZED STEEL STORM PANEL F.0 I, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.t.1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET It • S STATE 0 ONM RAI GLOW PRIMICT" PRODILKIM. Lw. DOE, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Am to. $I PWW WAS. 01. 3331 TO BE SOUTHERN F49EF/C Inc No 7. INA, SPECInc 111a I!Z ANOW BIN IO. FAX (N"Noo-"l 20-175 DENSITY OF 0.55 OR EQUAL 1-1,1 P.L417 %3II �rl AA or is A MMMUM A.S.D. DESIGN PRESSURE RATING (p.af.) AND CORRESPONDING MAXIMUM ANCHOR SPACING scHipuLE FOR REGULAR sTogm PANrLLni imsmuaoms imm CONCRETE & CONCRETE mm STRUCTURES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX. A.S.O. DESIGN PRESSURE RATINIC IMMIJIM ANCHORS SPACING FOR MIN ED PIM SCHEDULE BELOW NA 9�, - "so DES" PRESSURE RATING MkV" ANCHORS SPACM FOR WIN ED. PER SCHEDULE BELDW APPUCANUE To Imum PANEL TAPCON PANELMATE "C-MmEmi CALK -IN It— Ri A CAIX-IN A I fin, 0311:131 To CON3� =a"= *moo= Or to --- 10�- cmm 31 amom TO 75. -73 Ir W Ir I r 13' Ir I r Ir 12- Is- to' I ITI oil LESS -75 TO x-livit; 3. to, is, 6 1/2' 7 t/3' 5 1/2' vz- A W-41. OR LESS Is- 3: Is- Ir Ir Is- 13' Ir 12* Ir 10' 1 0101700 -13, 13' 6 1/2" 13' tr 13, Or 13, 1. to' 7 1/2- Ir 13* 11, Ir 13' Ir 13' Ir iY ior 2 (TOP) Ir '. ir 10 1/2' is* 6 t/2' Ir 6 I1r 7 Ila* 3 11'r 13* 4 1/2' 2 (TOP) is- Il" it 13' 13' 13' 13* 13' 11- 12' 13' 10* 2 (waMYTOOM Ir 1. 13, 13, Ir 9 1/2* 13" 9 I1r 10 1/2* 7 I/r 13' 6 1/2' 2 00170111) Ir 13, Ir Ir 1 Is- Ir IS"— Is. to- 3 Ir 13, Is- 0 1/2- ir 9 112' 10 1/2' 7 1/2' Ir " 3 (TOP) -11L- -123L it yr At 2 5 1/1' 6 1/4' 12 Ilr 12 1/2- - 6 1/4- 5 1/4- 3 (1101TOM) - it 1/2 12 1/2- a I/e 4 1/4- 12 1/2- 6 1/4- - - 0 114- 4 I/e 3 (110111`011) 13' 4. At. w 0 1 7.•4* 4 1/2* 4 (TOP) 7' --y- 3 is, 1' -r­i •il�/2 —1/2' 7- 3 1/2- - r 4- - 9' 4 1/2* !r IOL X ­-­ /2' 6 1/21 2 1/2' 4 013P) 4 (90"(1m) is* Ir Ii 12' 0­­ 1 r Is- ­- 1-6- - *riom) 13� iF- is' is, 13' a. Ir 13' CRIP) T-- 73 r 2- Is- 1/ 0 1/2' 10 I1r 7 1/2' is, v 117 13" 13* 13'­ - 1 1 r to* 1. to 1/2' is. a 1 4 6 1/2' 4 1 y 1 4 1 r /2' 13, 4 1/2' 0 I/e 6 1/4' (wn.-) At /6 6 1/ 6 1/4• 1 4• - - 6 1/4. a /4. a Is' 7-1/2* 3* li' 13* lo' Ir to - —17 6 172. 1 (TOP) >S'-r To Ir a 3• 11. IT 0 1/2' 1 r 6 1/2' 7 112' 15 1/2' 15, • 0• 1 , 0-I To I 13" 7 1/2' ir 13" 13' 10 1/2'.- la'-- 10 1/2' 11 1/2' g' Ir r A (BOTTOM) 13, 6 1/2' ­­ 13' -13, tr r 13, '. 10' 1 (BOTTOM-) IS' I I/r 13'_ 13, 1 r lo' Is- to' r 1/7* 2 (TOP) Y­ 5* is' 10 VT 13' 16 1/2'_ 13* 6 112' 7 1 . /2 , is' 4 /3 13' Ir Ir 10 1/2' Is- 10 112'11 -2,' 1/2' s* Ir 7- 2 (BOTTOM) 13* 7�3�- r --i; 13* is' r _13 2 1/2' 13' 0 1/2' 10 1/2" .5 7 1/2' 1 r GO 1/2' cwry6i) 13' 7 1/2' Ir Ir 13* 10 11r is' 10 1/2-11 1/2' 11- Ir r 3 11 Is- S -I -1/4, r 9 111* to 1/2 . I I W- r­ 3 Crop) - - It Vz'lj-�P2 'i-1 ;-47 �j- ,jr -j-1 j4• - - 41 1/4 3 W11041) 12 1/2- 12 1/2' 1 1/4- 6 At 111 6 1/4* -- 4 1/4' 1 (90"Old) :71/1' 3 112' V i-ijF TTI-e -7�--• 5 I/r 7' 3 1/2- 6- 41- 4 1/2- 3- 4 Ila­ 2 llr j-6jj�) a' a' - 11, - w 4 mow"wow r - a /21 is. - ir - IS qv- - 4 (BOTTOM) Ir 7 Ala' -;3; 10 1/2' 13" 10 1/2' 11 Ill' 8' 13' r 5 Crop) 1 0 1/2" la- w Ir 13' 91 10* A, 't. I A 13* -i 112' 13" TF 10 1/2' Is- 10 1/2' 11 1/7' 5- 13' r b (—) Is- 1. 13* 11. 13, 9 112, Is- 1 V 5 (NOTION) 1/2'111 13' 7* 1 1'j _ 1, Ts;-- a• 1/4'16 i/ell 1/4'19 1/4-1 17- 'A". J 16 1/4'16 114VIS (1101YAAA)l In imm 11 FOR ANOMORS IYPF & SPACING ralt Oolkmnm Ono 0000 #WK ILKMK ymm, ANCHOR WAMM " Vb"& Met WtVa AM &QUM ON THIS SCMEXKE FOR LO Lt2S TWO POCAND ON SOHEOIAI REPAX ANCHOR SPACM Of MILTIPLANG V*Cpm 900 ON Ballot" API IM FOUCk"M FACIM FOR Itift VMYM TO IM POSSIBLE, ARDIACCIA SIANCIIIIII WrAMM LAMA" SHALL Will BE LJOIS THAT tffid" SPACING INDCAND) FOR EACH AMM TV" TW SPKDUL %/4% 1 1/4-� ye. t54-L VV4. no"= ?ft ­ . ­ 1 UPCok -1 VOW-WANI "JI-40A LVOM Akow WVAXC Ch.) 3 '/1 mmwmmu 3 3 I/r 3 3 /r 3 At 3 vr AMIN. m mummat I`AVTOR I yr Die r 31 SPACNOIS ONLY vWRIER USMM #1 FOR WX A.S.D. Dom ED" !MAX. WHEN Sp IF is USED. umLJj A A.S.D. DEMON LOW MAIOMUIM PAINEL, LENGTH 40 PSF ON LESS 61-6. > 40 PSF TO 50 PSF W-2- > 50 PSF TO 80 PSF V-110, A MAX. PANEL LENGTHS ARE OWY VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL Q-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4,0 TAKCNAI.CL 1/4-0 TAMON vcwm FIGURED 1/4*0 TAPOON-0. ANCHOR 0 0* ANCHOR 0 0' OIC CONCRETE OR ANCHOR 0 2' 9=woou:m CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK ROOMED, REQUIRED, 7; IIEOUINEO. 4) C.D./ E.00 "t EXffEJWj to GLASS. GLASS A v m- PANEL Lrwr. MAX. 6' PANEL LENGTH (SEE ELEVATION (SEE CILEVATION ON SHEET 12) ON SAM 12) -SEP*JtATIM 0 To GLASS. AA W2 E ED 0 )/4*0 T"(4) TAAACON ANCHOR 0 V O.C. ANCHOR 0 9* D.C. EXISTING POURED CONCRETE OR A= CONCRETE Opt CONCRETE BLOCK REOUARED, Rm IWOUARED, &KHMILS A95"ANEL WALL UNTINGS SGIR3/8- I - M IN= 18 h 10 MR ANCHOWS AOMM Im TYPE a wili0m; root wITAUATOW INTO "Pop mAAALAi MOM wwm w 3 'ROOD FWM SAMM MNWW ANCHOR VVCM 00 UNUM 'IZAAAAAAAw 3 ON SCHERALLE INIKKIE ANCHOR 111MCDR CO. LEAS NNW II CIA111 ft. 3 imm impaim III MA at SPACING SHOW% ON SENEGAL at THE rouvom FACTORS, • Am 1/2. ALAN, Wi Faft INOP� " III FOBIW-L REDUCE) VACM )WILL SS UNO rAAClOft SAPAI IM BIT LASS THAN wow SPAID" WDOATOD MR EICAI ONCHOR WFAE ON "ft SCHODIAL 1/4.0 TAPCON - - - 0 ANCHOR 0 O.C.CoR CONCRETE SEDCK REQUIRED. 4) I- SEP To GLASS, II X TIN!II -01 MAIL. PANEL LENGTH M ELEVATION I Min ON SHEET 12) 1 Jr-SWAIIIATION U to CLASS. 4) r EGI Inn TAPOON ANCHOR 0 9' O.C. EXISTING POURED CONCRETE OR SEQ1iQH-A--2A e IrdawFEALs -CONCRETE BLOCK REGUIRED !#Htft"- WALL MOUNTINGS $cAu 315.1- 01 Al — MAX 6' PANEL LENGTH (SEE ELEVATION ON SHEET 12) ED, 0 TAPOON ANCHOR a V O.C. EXISTING POURED CONCRETE 00 CONCRETE BLOCIK RE*M= • NIEL INSTALLATION DETAILS INTO WOOD FOR UFE SAFETY PANEL STRUCTURES (1) R RED -roa r- U, 1/4-At IA" 'a IAPOD! jZ4 In•It /1. 'T' 1 1/4' 2' A E "in warmn GLASS LDm am r-n PANEL LENGTH PANEL LENGTH (SEE ELEVATION (SEE ELEVATION ON SHEET 12) ON BMW 12) I• Mn SEPAIWTION to GLASS. A-, ILIvr w %ff "a", ­1 1 1 PLATE REOUK14M 1/4-0 PANELMATE PLUS PLATE REQUIRED• 1/4-0 PANEumm PLUS ANCHOR 0 12 1/2* O.C.ANCHOR 0 12 1/2- ELC NOS nmNATIM 44167 FLORIDA BUILDING CODE (Mon Mph Vel"Ity Hu one Zone) IT, m I. INSTALLATION ARE ONLY VAUD FOR MA(. AS.D. STATE OF. 24 CAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATINGS (p.s.f PANEL LENGTHS AS PER ELEVATION ON LZEDI IL 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD /UNAA. -- /;74­12,) mom mncT*N mwxm Lm LIMO L - DIME AL 33314 PINE . W/ SPECIFIC MEMBERS TO BE SOUTHERN No 2 0401".6;0"A aW (W)@W?mk Im 20-175 DENSITY OF 0.55 OR EQUAL okww ft mu'vowmalwo ARBIL fAIQi IA a le > C) (D -6-0 0 fU 0- c- 0 2 cn CU -0 2) CL CU 0 Cu -0 cn -0 0 0 c- C = 0 a) CU C: 0 > .I;n cn -0 a) cn C CU CU 0 ca. CU 40 -&-A co ca. < 417 C=x C%d U3 O LAJ E! = CZ) =. r— C=) fl r-L Cn m C-a' C"! Ara= AV) C� V5 = 47 GX 3: TD LJ QL) E Cl- CJ CD CD Cn SHEET NO. SH 1.4 EZI/18 , EZIW/18 ANCHORS -----------(SEE SWIM EZi & ALTtYMTK r21W M SlW 141) -3: M_._ -j* MOH - ,MP, . I I" III (09(SEE WIT 2) (SEE I 02"OTE 2 ) 0 1. 7 T PER , 5OR T OF % . ([NO PANEL) I (INTERIOR PANEL) (INTERIOR PANEL) I (K7RIOR PANEL) (END PANEL) MAX SEE MOTU 2, 3, 4 SEE NOTES P. 3. 4 MAX, PANEL LEMGIH 40.0. P...' 41 All IF IS FA OVERLAP K.S AS APPLICAI or i f - I - 41 41441]_L� 4_41�i �J_L�JJ_LLJJJLLJJ_LZJJILLJ-L-LJILLJJ-LLJ-Jll)L-J-J-Ll.-J-J-L A- 3- 111- SET NOTE 3 w Sir I 40FE 3 C?) -NOTE 3 -(SEE SFL�TON Ut & �TCANFTW[ [ZILF 04 9KtI 18) EZ1/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM W SECTION A -A "glill"T SCALE 3/32--t- ENGirVEERING ENOINEERINCI EXPRE81110 PRODUCT EVALUATION REPORT September 16, 2020 Application Number 171159. 1 - R2 EX Pro*aI Number 2D-31543 Product Manulactuirer Alf Arraincien Shutters and GUM Manufacturer Address 1640 Donne Road West Palen Beach, 11133409 Product Nam & Desionintion: 249a Galvanized Steel &win Panels Large Milealle Impact Roslatent Scope of Evaluadon: This Product Evaluation Report Is being hawed In accordance with the requirements of The Florida Department of eue- and Professional Regulation (Fiorlds Sulidini; Convitission) Rule Chapter 8IG20-3 MS. for statewide acceptance per Melhod l(d). The product noted above has been tasted and/or evskaded Es suffmmtrod herein to Show compliance with the Florida Budding Code Seventh Edition =) and is, for the purpose Intended, at ill" equivalent to that required by The Code Re-evaluabm of this product shag be required following pertinent Florida Building Code modfillicallons of rarnalons. Substandating Data: IF PRMICT EVAILLIA711011i DOCUMEM U drawing 02041 M3 titled '24ga Galvanized Steel Storm Panels (HVHZ & Non -Mill stmft 1.5, prepared by Engineering Express. signed IS suatled by Frank Serinardo, P-E, is an integral part of thin Evaludon Repo" . IM REPORTS Undorrin sink structural parlermence has been tested in accordance with TAB 2W test standards per test reports) OBT-ASO-17-M by Slackwator Testing, Inc. Large nftwlo Urged resistance and cycle loading performance him boon nested In accordancis with TAB 201 and TAB 203 test stondards per tog Niport(s) OBTASG- 17-M by Slackiveter Tsang. Inc. . STRUCTIMIL EllifigiflilrEEIIIIIING CALCULA71ONS Structural angineeft calculation have boon prepared which evallusts, the product based on cornparatt" and/or r$MorW analysis to quality the tdb" design criterls. I Mulmum Allowable $Paris 2 Minimum Aftwable Spans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 1211 AvRNUI SUITE 106, DEERFIELD Bill FLORIDA 33442 (954) 354-0660 1 (066) 396-9999 TFAMOENGiNfertinGExPREss,com E U&INIERINGENPRESS.com I a LAST PANCI. Q TO BE INSTALLED AT EACH OPENING SMALL ALWAYS Of PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IT INTENDED 70 BE INSTALLED FROM INSIDE Or STRUCTURE. I NOTES 200n: E-Z HANG STORM PANEL SYSTEM CONSISTINL OF PAN L 4 Ctont TRACKS TOP & BOTTOM, (2). END PANELS SMALL ALWTSDI` CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR ALL BE PROVIDED AT TOP OP SUCH PANELS. (3) If END PANELS ARE CONNECTED TO Borrow TRACX, CONNECTION SHALL CONSIST OF M.S.W/ 7/8"993/37' WING NUT OR 1/4'00/4' lvin THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY Of AT EITHER OF TWO EXTERIOR FLAT FLANGE-, OF END PANEL (4) IN CAST THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i... A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 -PA, I tE N (3 1 N E f.=- R I N G Page 2oi`2 All American Shu"I and Glass - 24p Galvanized Steel Storm Panels No 33% Increase in allowable stress has been used in the design of this product Separation from glaring is not required for Inst"lons &jMe of wind :one 4 and amnbW facillifies Impact Resistance: Large Impact Resistance has been dismanalreted as evidenced In previousl hood 00 report(s). and is accounted for in the engift"rinq design at this product. Wind Load Res/stance This product has been designed to resist wind loaft as indicated In the open schaduli on the res;NPc1N,F Product EvskoSon Document (i ri, SinglassOng drawing), Installation This product *hall be Installed In Strict compliance with Its respective Product Evaluation Document (I,e engineering dravving), along with all components noted therein, Product components shah be of the material specified in that product** respective Product Evaluation Document (Le. arigmeefing drawing) Umiflations & Conditions of Use: Use of this product Rlholl be In strict accordance with the respective Product Evalustion Document 0.e engineering drawling) n noted herein All supporting host structures %W be designed to to" all *uWnVo@W losift and shelf be of a midenal Wed to this product's respective anchor schedule. Host structure corWfflom which are not accounted for In this product's respective anchor schedule shall be designed for on a site-sparific be" by a registered professional sro- AN components which are permarrantly installed shelf be protected agave corrosion. conlismiration, and other Such damage at as thrives This product has been designed for use within and outside the High Velocift Hurricane Zone (Hvl Respectfully. Frank Bernardo. PE ENGINEERING ENVIRESSIN OPEOW,5419 I Cori Auth. 11485 160 SW 12'" AVENUE SUITE 106, DaiRTIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TtAM@EkaiNEiptimGExpitess.com ENGINAIRINGEXPRESS,COM BIL15 cu ry a ti48 \0 T U] _T C3 NORM �.J♦IL Ln 1-11 IgJW vzl Z, _PP.4;zl! IT H 1? 1.4 "11 IE U`I.S­ 20-31543 INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG STORM PANEL CI) AND WOOD STRUCTURES CONCRETE OR -0 CONCRETE KOC49 TAPCON 7 ANCHOR 0 12* D.G. 1/4-0 IJUPCOM #14.1' MEN HEAD TER _kw SAM' FROM 7t J14.1' HEX HEAD TON 4' "M ANCHOR 0 It' OG� EDGE OF (Q) SCREW 0 EDGE Of TV • . 2 A, M, 1/2, Will Do par '"a 11 I A--SEPARATION3/14'a To CLAM ALUkWW POP SEPARATION =+ I' N­ TO CLASS. PANCLUL"EN'GTM MAX PAPUA LENGTH A, LAZO 41 ww. 11 10 GGLASS.ES� 46- Sft ;-SEPARATION 70 CLASS, CLASS OF V OF V ED. /2 07 jL14"# TAPCON ANCHOR re I Ir D.G. 1/4-0 VUPCON ANCHOR 0 12- 6.6 =,POURED T 2'.4* IMOOD Ali CONCRETE LOCI( RIMUMM REOLM" WALL 11,111OLWING WALL MOUNTING SECTION E21 SCALE 3/8-1' ALTERNATNE IEZIW SCALE 3/8-1' INHIILNNf r MIN. PANEL. LENGTH I INSTALLATION ARE ONLY VAUD FOR MAX. A.SD. DESIGN SHALLBE 2-15' PRESSURE RATING +/- 40.0 111.* 1. AND 0 MAX PANEL LENGTH. FLORIDA BUILDING CODE (Man High Velogity Hur O.MW 24 GAGE GXVAMZED STEEL STORM PANEL Tir STATE GLOBAL PROTECTION PRODUCTS, LLC. 11IFFIECOinc 0000to & SM" OA Icona Iona FP" OMAN, W/V/n= 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN DINE No 2, W/ SPECIFIC li, Si..... f,�� TRATT Ar-I I Me. It U". PA. L.,p),al 20-175 DENSITY OF 0.55 OR EQUAL, F, %I', , Ps. UP III 4isl f L AMERICAN SHUTTERS AND GLASS ALL STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP-. To PANEL SPAIN) TOP MOUNT (CONIN- TYPE AS FoEQ.D) SECTITYP'. ONG A'-20 SOLIS At WITH WASHIRSTITCHED WINI FASTENED 0 OVERLAPS a M1106PAN (ust, APPROPRIATE SPAN TABLE) WEW 4- z F RO.156" "CITTOM MOUNT� (CONN, YPE p- .) 375, MAY SHE AT TOP, fill TYPICAL VERTICAL MOUNOTOTTOELEVATION N I S, BLEVIATT04 TOP MOUNT LAMUF (CONK�� AVE. (SPAN ABOVE 421STRUCTION) DOTTOM rMOUNTTYM (CC 14 ffi AS REQ-0) -OBSTRUCTION j LOCATION MAY VARY I IH KZ, TOP iVPE BOTTOM MOUNT fcoNi TYPE AS (SPAN SELOW RN,D) 059TRUCTIONT PANELS MAY INE NOTCHED AS AEQUIRED, OMONALY4"-20 MEN H PROVIDED THAT CONNECTIONS AND BOLTS WITWASHERED ANCHORS ARE L4110 WHICH SATISFY MNG NUTS FASTENED 4 n"G, OVERLAPS a MICS 'PAN (USE Offil 4PPRCPRIATESPANTABLE) VERTICAL MOUNT ELEVATION 2\ (NOTCHED PANELS) till FIT Is. ELEVATTGN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GROGE PANELS MINIMUM SIORM Pill SEPAILAI ION FROM GLASS (HVI WIND 1014149 ESSENTIAL FAMITHES) MAILMUMA DESIGN INSTALIATIONSGOLATFA PRISSUIF =WA ri�N�IAU.AhOPISIESS Al ABOVE GRADE fMAN 3or ABOVEGAINJOE IPSF) la 130D /40 jai SION M 2j5w .14S L!l 6.05. J! 161r, 111 :11 So LRO a F, 6,06 F, 2,16 111 n7i-W lit" S99. 611. JJJ /70 I" I _6 12 I17. _ ;J 611. 199 11, SFlli bl-MILIPULI: NU I=: 1, ENT?QSP 01SCHEOULISWIT"NIEGATI DESIGN LOAD : PANEL FASTENER SPACING VTOE DETERMINE MAXIMUM ALLOWMU STORM PANE, SPAN. SCHMXE IS ACCEPTABLE FOR USE WITH P05ttIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DEMON LOADS. 2. *PANEL FASTENERS" ARE STVD5 USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (`("-TRACK, STUDDED ANGLE. ETC.) USE 6,25" O.C. PANEL FASTENER SPACING TABU VALUES FOR ALL 'H'- AND'IF-MEADeRS JINCLUDING BUILD OUT CONDITIONS3. UNFAIR ) ACCEPTABLE. OTHERWISE USE NEXT PIMMER L0,11l GLASS SEPARATION NOTES: I EMIR SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 70 DEYMNTNE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO N PROTECTED 2. SCHEDULE IS REQUIRED Poll USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGH" LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILMIES IN AStM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING ISABOUFRIED. MAXIMUM ALLOWABLE FW* DESIGN PRESSURES: AS NgTID IN DESIGN DESIGN NOTES' SCHEDULE$ Z 24 E GN U Rr 1�11D N CN TED TNISS`,�T SiALL51 ER. WCTH M Ne lit 11 W Fun A IN Ne N NICE ITH THE DE Do H 1! 7 CHAPTER I OF E DA DO) DE ELIE LESS THAN Oft UAL TH NEGATIVE DESIGN PRESSURE CAP iY VALU.FS LLSiED PIEREIN F00. ANY GENERAL NOTES: HAS SEEN DIG, AU. K Ir%TED IN INS oil .,A, N1 AND ,,, In IN MIDA OW DI CM garnax,� eMIMIENTSO av 0 U61 INSIDE AND OUTSIDE OF 24S HVH12, PER Fir aP :& 2,P a JN20ZAkD OF st Pit, 114, 11711,WT, QMI�ICOIT 0 C TO WHG, ALL LOCAL 5 in, A tNOMAL FO0:j at IMPLY. Deal �VI!1114 BEYOND AS I DOM"ALS -1 C SEALED IZIATIED HEREIN MAY REQUIRE LNIC M54HAS ISON USED ill INS TIF IftlaN OFPIII SYSTEM. ASS 14ANT1221 FOR THE "'Ole"I NITECTIENGINNAOF RECORD ORE ,AA Be ill SPOMSTILLE ;jjAxC SED SMAL.L & WHICH 'SN6CW(TM`5 Oc' ZATTI 'AlLY"T'VOIN TOR. "M MA" 9OEHNIGODE LTRASASPANC ONIN CIACTTR WHE TOR ALTERNATE U SAS ATit� 2 NFORMATIONFOAASPEOPICSTM HE CC NOTTIONS DETAILED 141111111, ArENSBODWINIEROII Rionnol KMfTOCTSMA�LOWARt,!RT, SP DOCUMM OR USE IN LET 111 UN CYMN C�Ne m" NIT"I THIS FIT OBSIGN PRESSUR15 NOTED HEREIN ARE EASED ON MAXIMUM TESTED DIVIDED BY A L FEW wo i'101r.-PH0101"'T" '?*'*M y �Effl' ��' 11 - IST4 A. ' COMPLY IT - "'T"ON' "A jig .M III ST. Flar. re :j NSV ALUNIM A M ZMA N, e. 4C., I ANY APIUMLE ANDIOR LOCAL CDDFS. AU_,T.RM STIMl, .0 024' 4 RM PANELS SPIALL, CONFORM TO ASTIR A651 5TR1C7UxLQd­ 1 W0GIFWIIMA MINIMUM PSL KSI,6�aILAU�IALUMINUM AHOY. LOY. gee FXPIGjjlt I TOP % BOTTOM DETAILS SHOWN MAY BE TATERC HANGED AS FIELD OR DITION30ECTATF PANELS MAYBE MOUNTED VERTICALLY OR z`rUZWARLF`1S"A5NACFH=* Hall $11AUL BE EMBEDDED TO ��S OWfW 041 AS IF By MINT R� DEB .I NETNEWS FOR ALL COST ics FROM VT 6TAr I RESULTING WM RUMOR FMAME. BEYOND THAT & "DITA& :0015 5 FROM FREM NO ADDITIONAL WITH ED MMAM�QGSTOTnMXUM• IS MftT1FI,:ATTl FL LABEL VISIT ECALMIC131161113 V is ;V;ALLOWABLE SPAN SCHEDULE .. - �11111111111MII 91111INUUMMI T. """Wil "M "M . . . mum . . . . . ..... aw""11111111 . . . . . . . . . . . . . . . . . FIX -1 a -i'll"Fal" wMfINAnmw. I SLIM LL IULIMI­ wnnMU100" Hip I. TO Ei I- - I- FIT,- W,TSI - IF" 1­ P, PASTSTMK Pil -4 01 FFAS HFI MIAMI OMIL I� I OF PHN O"I'l- "0 OF -- I­U_ OAFNirXI . �­ ­I� �­ SHICIIIIFI N - OFI.- L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. ADJP PAW PARI.-BOL, OF MACHINE ACT- - N-1,11 - / STUD I WASMAPD (TOM MITP- -.1 1.11"M FAMW /­FFT". 10- - .4 no 0) I *T 1: UIT VZllt I... 1 or " ­11 .4. . API WIJOpMwIMG fait IMN All H)1m1w 10 AL EGRESS PANEL DETAIL M FASTENING a 4� - i f 2 230' 0 4" 990" 2 291110", -,:, OOGID O17SD` 4MA10 629, 0.115, L 0 N TYP TYP T o' 094" 00" N, 062- 14 430" T011... 1,000, IF 9 2 250' 1,00w zow ryp PIE H (Dl� ogzt `&nL11 < 3 38011 MAY 0.313' C I. L I.S604- SIC 036,5-- 0.376* Ij r D . 376- . 0 350" 12.500"PAPAELCOVIERAG 895* Y. C­ 14.975' PANEL -0.54 lon I 0�,5O CBS' Go, TYP TYP 1 4,215 En D1o9O'0-4c" 967-4-4 T&A-C& L 0, GO" 11ACK ,-a LK Orkt.;TKA 10 ­Q�C 12tt "OVERLAP 4' MAX A "Orl CLOSURE DFTgk .25' MAY. MAX sx I: I I I BUILD OUT 0 APIC T-1 =7 �t4 4 T' T o. j D-' D 11 ip, onn- 00 250' $1MAK 1�'.IACLONIFEvi 0 low 3.920 MAX MAN F 1.5w I V I.Sw g7, MIN ill MIN IF - Ji low 4 1 IF BED IMENUUNT CLOSUREORTAIL IF AP ANCHOR SPACING SCHEDULE: 14 GAUGE PANELS. PANEL FASTENERS 0 12 S' O.C. 2.5' ®GE OtST^NCE I ease MAR Y WCNOR o T"ll (Fwl SPAN UP TO IT _r 910N UP TO 30'-10' P cl C2 Ca C4 CI CIL C1 C4 " C1 Cz CIL C4 WIW b DED II.V ical I r TIN" Bill 12,11, 11CO, 9.21, 612:1 O1WA �TXZW ♦12.5, .A- Ic'. N IF &0­ 12.51 116.11� 0.21, MI 12.51, 115.01 ILK' -137 Be: 1" Is I" a.l . " A" IR O� W1 A.4'. 7. 12.r. Iln, . 112 r !LL 9.1- XV 12.5- 18.0. S.I. * " I&O'd &I"r S., 12.5 15.0- f.1" &4- ITS" 16.01 93, 5,$' 'le , ve, NOT, r. 16.0r. 16D., 260. LIA11 14,011 I'La" LZ a', 12 1 " 1A 0. 114" in OWA47 U LTRACOM +1 1- 12,5"b. 16,Vl �! 13 H; "2 ' 1 ' " 1. 125- ifi (?1 14 V - IFF Ifle; Ij3;� _11F. W;*v sz T.+r- ii7r-57- =3' 1'. 1"'V, um. "., I T;.3- uldOp ILArp P.2- la's., 46.011 11.9" WF lis" 34.01 1" IF,11811 44 46 lW Md. Ii '60, Y IT, 1;.!r Iff'o. 1&0.- IS.W. Iz.q.. 14.2-- SLOP 0.011 12.31, 18.0"AM10E 125 ISO` ISO" 13.1' 12 5" 10 9' 12.3' IMG" I? S 16.0 12 5" 10 S' It 12.11T W tS.]A 4" JR,%V aj� IE�t 12.r j!jt L23" 19.0" iC.4" ILS; 1 6.0 5- . 12'r !:.g Im., 7 1 I4.d I&cr ISAY la 1" 1. 011 lf.q, _r - IT 12.5- Irro. 13'6"J11.3.1 Is a I&Q., jkv 12 1" IS a" 11.5" q V IT S" IRS- 133,11%111 12.5" 26'0•, mo., 13,0 %Eig & 15.3. Lir 26,91, S&II U 5 0.0 15r , 1.1.311 2.6" 00" DESTAIN g.25- 41 .. cab' 44 6.25, ". 511 cal",cab' 1 Hill 51 14. & - &L $1 IX !r 13.1., 48 a.'s- I- I I.,Its 1 31 24 6.291, 10.9, W I I "1 ~111 13 1241 lea, 7. TMCOw 4 SAV, 1 41" 4.13" 6.25, In'. 4.1 4.0" ,E z Z Call" 40-71, ki" '.v 6,26 10.2" 6 5" JO. 2' 44- 1, r1N'hMnTll 31 3z,511 I. Cl- 14 111 21 is 1,- 41 70 ALL IPOINNISOUn IV 14,F ld ;14 S" 16 1,4. 7.1 is•a 117.11;,t- vi -33 All' le.q. 6,4- $.1- ITzr I S.- 4+4. 4.1" 6,23' 10.2- 4,0" 3.7- 12 W' . 114" %2" td' M . %T' 1!• 6+2s- 1-0" 366" ).3" I-JU. .-PAIL 'Ll 0 SL 16. F 113" CC' 1 4.1- 625 SZ 3.5 1.21 .15 9.2:, 1 " Z� .. c2v' 10.V1 S 11, 111 %r 3131, 1 214' PWP DMTANfT I m *Mae AaeN4ePROWar. (IV) ", 1010.1 H"At. "I PA. lip III W'lip cmmlwg CL = U CA i C1 C1 Q4 CORE TIP C4 t2 C3 C4 V4' r ..W IA, WfIPW 41 48 52 rz 1.2.51, MO. 14,0" 10,9'. la's" 164. I'll IA, 1,?. 51, 11 ux" 6.71 IZ I' fd d' Ib.ti- 5 W IZ J" ISO' ISM" ISI- 37 11" 1 MD. I. a, I . W, _jj�L 16.9- _16, 7.5- 12.5? 16,0" 111.?" 1 It's, 16.0- 1417, 6.0" L2 IS' 16.a 6 CrjA 'o 111.0" 14.7' S 9' U.r S'D* 11'r I&A" ISO" 14.7" 0.0' 14 T* So' t2 V* 12. S­ 19,11* 1'," An" Id.ir 24- LSrr I vr cm=. 33 WOOD"C"Ll 41 40 1 72 12.51 16.0' 260' 1111­ 12-5' ISO" IrL-� 1.0, 12 TL 16.0" 10.8, 6j" 25" ll 1419 S.I. 12.y. 16.0'. qr7.' 5B. 125!- 16.0. %7" SA.' 11,5 L2,511 160 ILO' 1 " �`: 14&' 9.611 ).0' Id lli,i. 3.6" 13.;11. ;i -9-5. 1-wa-. W-1. 6.6, QLV S.6 IAPD0111-CPAS, 41 49 aa�D ,a 12.5. 14,01, 1 a, 11 1 5`1 15.01, 9.21 1215" 1211VI 16.01 912" ISO, 91 a Ll T, Ii Will.. W EmoB IV Pill TIANI"I"UPI'l 4,1 WOOD 1111"UNC 46 i 16.0-' O.W. 157, T 11. 1". 2 1J.D. 0' IFLI" "' "I 1HE 1, 1. 1. L219 13 W� 412T ILr 7�: 4.6F III,!, &2R. =aj. ANCHOR NOTES: J, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, Our ONLY PROVIDES MAXIMUM ALLOWABLEANCHORSPACING. MAXIMUM ALLOWAI)WESPANS AND PKMSURES INDICATED IN SP.AN SCHEDULE SMALL APPLY Z ENIERANCH09 sclieutud EA91OON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, I ANCHOR TYPE SELECT DESIGN UMO GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SeLECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPANSELECI COWNEMON TYPE EASED ON APPROPRIATE MOUNTING CONDITION [SEE MOUNTING. DETAILS ON 'DArELFASTENERSF C-r-TRACK,SIUCID111DANGLE, ETC) LISE921-0,C PANEL FASPENERSPACING TABLE VALUES FOR ALL "H'-ANO 'U'-HEADEM 11U (INCLUDING fLDOUTCONOFrtCN$) 4 ANC40M SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATTDAIS, 5 HOLLOW GLOM HOST =�,Rl! SMALL CONFORM TO ADTM COO M=� I MINIMUM EMBEDMENT AS NOTED IN ANCHORSCHIMOLE4 I MAMMON EMBEDMENTANDIFOGEDESIANCE AELEf HOST RE Eh CONCRETE PICHORS NOTED HEREIN SHILILL BE EMBEDDED i0 UN-AACRED CONCRETE ONLY. 0 WHERE EXISTING STRUrTURE 16 WOW FRILNi EXIST] FIG CONDITIONS, MAY VMY. FIELD VERIFY "T FASTENERS ARE INTOADEQOAT(: WOOD FRAMING MEMBERS, NOT PLYWOOD FAIETENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTER TO NARROW PACE OF STUD FRAMING, FASTENER. SMALL BE LOCATED IN CE"PLOF NOMINAL Z"X 4' (MIN.) WOOD MD If"EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING). WOOD ST, OSHALL BE -.OUrHERNPINE" G-O SSORGAFATMDENSITY, LAGSCREW SHALL HAVE "LLIPS PAN HEAD OR HD( HEAD, REMOVABLE ANCHORS ARE, DEWALT PANEUMATE, ALL-POMM SOLID -SIT & BRASS SUSHMS Lt. MACHINE SJIEWS EIHAU_ HAVE lf2- MINIMUM ENGAGEMENT OF THREADS INTO THE ME ANCHOR AND MAY HAVE IFITHIER A PAN HE TRUSS MIAO OR WAFER HEAD (SIDEWAL9 SOLT) I PLO EOGE01 DANCE EXCLUR FINISHES. 13� MINIMUM EMBEDMENT AND It T � 97 UCCO OP. OTHER WALL 14, 00 DIGE16NAT ES ANCHOR CONOTTIOW WHICH ARE NOT ACCEPTABLE USES.IS * DIRECT MOUNT1NG CONDITION' LG LINEAR INTERPOLATION 15 W:rr PERMITTED PCIR USE WITH THE ANCHOR SCHEDULES LJI&TMON THIS SHEEP V) 5g It ill CU CA > 0 0 2 ca -0 Cn q cu 0 -CU 0 C L_ 0 icL. C CU c 0 0 - U_ +- 0 CU > Cn J=_ ccnu 2 .4su < C" C= U3 ISO _11= C:L CL FFCC M C, ell Co all CU CS. at SC IS: CC: U AP to a) % I= = I C11116 AD Q CA. Cn wed C_ Six -0fifififififief U) 0 0_ 0- 0 CIO 0 L_ CI- L) (3) M W z z SHEET NO. SH 1.5