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36492 Well Hill Way
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 Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. 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 Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF B'Ifold 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 BLK. Block GALV or Galv. 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 SD or SD. 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 SQ 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 K/WALL or K/Wall 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 T.O.P. 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 Elev. Elevation PED or Ped. Pedestal WC or W/C 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 Plt. 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. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED — C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS — C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD—LT-2023—MOD ELEV. PER C.M. 07-05-23 8.1 REV. LT BAND TO 12" PER C.M. ) moll so son on in loss 1� I I ►l IN Tm- LE UNIT-A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UN - IT-C 1624 UNIT -A 1532—A 6 — UNIT TOWNHOMES (ACCCCA) I ONE I :M F*4 F*4 F1 6-UNIT TH (153211111111111111111 1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN - RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN' UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 8.1 ROOF PLAN - STD 9.1 FLOOR FRAMING PLAN - STD 10.1 ROOF FRAMING PLAN - STD 11.1-2 ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL 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. N O ZS W C !O L.-) N y C u- 53.. N A G L a) cu a E s cc L A d d y O. � E �v o a 0 ,rs ,tl�ilLl�l �� � N N t i C14 I 1 _�11111i1t���� c� %�` No PE7875 = • • Cr 4 A STATE :o•' %% 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 Engineer's signature and seal. N N E 8 yN Q O N y N O Cep V J O dl rn N o V nw w a 42 w a o -,ALL z lW y_ m Q �'W N W 2 a) J z Z 00 � M Z U H iIL Z N o c`ci OD❑ W Z N g Z � Z o ddd ¢ v ra- N V I 1h c/ 1 z 0 a C u ra W O W g (n C N 11 F— J E W g = L 5 c `Dtml 44 o w co z a a Z E =o a� r z® E E �U z oa 0 00 Z�� p co ,� � r a O O Z Z (D < Z W o w g m o, Z Z J xp ' aw z 5c 5m c75 0 0LL Z go a W o 3 w a � L w F� 00 N LL =0 o w w� �� ;o Mill!�_ v zla 3 c o T >00 rn N l— 0 CO T � Cfl ' Co 00 oo LO T r 1 T— Cr C T 00 T (/) on 00 T = i4—+ N 0 Ln M LO C o C:) M Q 04 r CD 04 ui 1 N T y O o Z Z E T r c a U 0 Q p a) JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 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 ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN ' —� wco CONTROL JOINT DETAIL SCALE:1 11T=1'-O" #5 CONT REINF. SEE FND. FOR - QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. ' • :` ��= REBAR, TYP. U.N.O. ♦ _ t , ♦ 4 1- TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. (4) #5 REBARS CONT. CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1 BASE PLATE I L 0 I I 5" SECTION A -A 0 SCALE: 3/4"=1'-O" 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 /G24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" T-0" x T-0" x 1'-0" wl (4) #5 E.W. SYMMETRICAL 1' 4" 13'-4" 3'-8" 3'_8" 13'-4" -0" '-0" 13'-4" T-8" VERIFY VERIFY T-0" x T-0" x V-0" VERIFY 10, LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD (2) #5's PAD PAD L 00 L LPAD HOSE S3 7-0" x 2'-0" x 1'-0" OSE HOSE 2'-0" x 2'-0" x 1'-0" S3 S3 2'-0" x 2'-0" x V-0" BIB w/ (3) #5 E.W. BIB BIB w/ (3) #5 E.W. wl (3) #5 E.W. -- ---- I---- C51 —I F CONDENSATE c�i c�I CONDENSATE —1 FF -4" ELEV. FIN. CON I 1 INE -4" ELEV. FIN. I 1 -4" ELEV. FIN. LINE 1 I A W rz CONC. SLAB w rz CONC. SLAB -1$` CONC. SLAB WDENSATE n- S3 N 2 I 2 1'-0" 1'-0" 2 I I I Cn a' 0., 3' 10" 3' 10" 2' 8" 2' 8" 3' 10" 3' 10' 0.. 6' 8" 1 3' 10" F 55 D1 TYP. @ 2-STORY U.N.O. ■ PROVIDE 1Y2" RECESS SLIDING GLASS DOOR. MASON'S SCOPE FOR 1 ® I M I S3 r ® I -! 01 I 4" -4" 4" ■ ■ ■ ■ N ® I I El ■ ■ F- — -1 _ _ I — F- I— —I — — — — I PROVIDE 1 Y2" RECESS FOR I _PRO — Dom" RACE S OR r (� TO j- j— r I I SLTDDI 1A35 DOW.R�R r SLID( G GLASS DOOR. EFER 0 I I I I I I I MASO TS SCOPE FOR WIDTH MAS 'S SCOPE FOR WIDTH I I PROVIDE LINE FOR D1 I I L_ PROVIDE LINE FOR D1 I I I &D I PROVIDE LINE FO1-0 ICE MAKER I I co (o ICE MAKER - - I � J I i1 Irr� , !- 4 ICE MAKER I S3 I I I I I S3 I I ll L I I DBL. SINKwI C.J. - - _ �DISPOSAL I (III I L— J� 12'-5" 5'-1 D1 I \ I I �) 3Y2" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Y2" MIN. I Cl)I L�-�j LL 2500 PSI CONC. SLAB OVER 6 MIL. I I L\ C`�Jji VISQUEEN VAPOR BARRIER I I I 00 I I I DBL. SINK w/ I I I I 00 I DBL. SINK w/ I I I °0 - io I I - -DISPOSAL � -_ C.J. - - � i5o - C.J. � DISPOSAL - _ I tO - I I I I IIII �I I��� -I I I I III` IL JII I I H17-28". 1 , I I IIL JI` JII I t L — " 5'_9" I I 12'_.•,5„ 5-_�" I PWO I �8 I PWO I I 0 I I� d I I 14'-6'I 10 3'-1 I I6 3'-10" 14'-2" I I I 14'- I' 3'-10" I I M`� -, I I I r am- I o I I I o co 0'-0" ELEV. I I I I I ILO OL 0'-0" ELEV. I I 0'-0" ELEV. ® (OIL FIN CONC. SLAB I I I I I I FIN CONC. SLAB I I FIN CONC. SLAB C.J. C.J. o — — — T—C.J. GG I I I I I I GG I I GG ® I S3 I I S3 I I S3 @FOUNDATION I I I @FOUNDATION I I I I 0 1 -4" I I 2' 0" 2' I I _ 16'-0 6'-0" 2' 0" ' M I I � I C9 I r_ 13 I I IL JI IL JI I I I I IL JI G �I\ll I I I I I I 'I�ED N (ELEV. APPROX. in I I I I I 11-1/2" BELOW F.F. ELEV. CAN BE NO ■ (MORE THAN 1 112" I — — — I L_` I � �� L— — — — I I I I I — — — i \ /i I L (BELOW TOP OF _ EGRESS DOOR (THRESHOLD. FIELD I _ = io II I I I I io K I I I K iQ 1 1 (VERIFY K i:t I� `O HI / H.W /I iv I ( � N I� W.H� / PROVIDE 11P" RECESS FOR S3 L� _` � �� S3 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R is S3 L� �T� �ONT DOOR. REFER TO v I I v FRONT DOOR. REFER TO FRONT DOOR. REFER T v I I MASON'S SCOPE FOR WIDTH FM24 2' 2 ' Oj1 FM24 MANON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 2 _' ■1111 -4" � I I I I I I -4" -�" , I I -0' 4'-0" '-0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1 -8 1'- " 4'-0" 0" 0" 00 I - °P q OjL-4" ELEV. FIN. I o o v I I 00 -4" ELEV. FIN. in I I -4" ELEV. FIN. I I I" I CONC. SLAB I I to -1 C° I CONC. SLAB CONC. SLAB I I Pwo1 I® I ® I Pwo � — C.J. U — — I — — C.J_ _ CJ' — I I O = O ' W 1 ��" 5 8" a I I �' C.J. _ + _ C.J. r O I N - 3'-0" x 3'•0" x 1'-0" T-0" x T-V x 1'-0" N '� I "'� I - I°P I I `1' I I - w/ (4) #5 E.W. N L o wl (4) #5 E.W. I o I I 1 ® ^ ELEV. APPROX. ELEV. APPROX. �, I � I .-1-1/2 BELOW F.F. I 1-112 BELOW F.F. S3 S3 I ELEV. CAN BE NO ELEV. CAN BE NO r55 I I 55 I I I 55 D1 MORE THAN 1-1/2' MORE THAN 1-1/2" D1 I D1 I BELOW TOP OF I I _ BELOW TOP OF ■ �J I I I EGRESS DOOR °P EGRESS DOOR Z-6" x 2'-6" x r-0" I I I to I Z-6" x Z-6' x l'-0" o 1 I w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. I o A M I FIELD VERIFY I I FIELD VERIFY I I M b + S3 I S3 I I I S3 A CD I Q "SEE S 3 FOR 10 RECESS OPT." Hzo OSE L — — — J L-- — — — — N BIB iv y L I (9- {- iv N %Sk N S3 (2) #5 VERTICALS (2) #5 VERTICALS HOSE HSE (2) #5 VERTICALS WIN FILLED CELL WIN FILLED CELL BIB BIB W/IN FILLED CELL V-8" 8'-0" V-8" V-8" 8'-0" V-8" 11'4" 11'-4" 6'-8" 6'-8" 1'-8" 8'-0" 1'-8" 7-0" 22'-8" 13'4" 1 11'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM 01#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN -LEFT SIDE SCALE: 4"=1'-0" ers N N G 0 co o "7 W `ate C. to � Z a x .. Gu-a N t0 O Cx yO� a 'y N Y d L d C,�5a a 3 cc io d aj W �•a>i co ee 7 a T � y � G �C p c. S 0 w M 0 N N o `��1:1:SiEftftf�' p . LE 1,VkO ``�� jL • •�' N0 PElo 5 ' w: :S'� STATE OF C[j .. O.• E%%%.%. N PO To the be of the Engineer's Imowledge, 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, 0 N 8 Ai i 0 O C um 0 " 8 # LL LL N �nr;� i W L W M M °: d dj y W a rLLLL a z Z �crn 0o Lma 0 103_ z t:! O W 'o f6Lu C � ¢ J m dmm; W J W Z 00 N CO Cj Z 8 LL vvi I=- z O U ❑❑❑ 2 W cD M Z N z o Q� J _ CZ � N "h N z U- � � U 0 w s N c v LL, LU mi. ' J c `R CD Q Y 0 o M M Z O z Z Q " E �� Q � O E 0 o° Fz �® ❑a �0 00 CO <z�Q 4z W L -0 wZw J W 0< 10 m J m Q W W � 8 a°0 O � �z s° U i °LL a NW W W m G ¢ - OW r> v zl< a o •� T > 00 T I � rn �— c7 T M L CID00 OTO T r f� Cr Y T OTO V) m OTO E— O Ln cM LO .� 0 CO rn 04 Q U-) csj T rEa 1 04 T iri O o Z z E T'" E c a U 0 Q t7 JOB NO: 23-13115-13120 SCALE: AS NOTED SHEET NO. 2.1 — - - - -- — - — —1 11 -- -- --I - — I 1 V1 I L0 L v o- cn 0 Q 0 J 0 CV t2 M I r+ Ct- co I 0 v 0 a J 0 N rh i PM N M N 00 0 v Cn 0 Q� c L rh cV O a E cu O x v c C J i 0 v or Cl- or LZ CV 0 04 0 0 0 a M cV O •d- 0 a; 0 0 Iv w 0 w S Q Gr m a� v cn 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 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON PLAN - _FOUNDATION LU C a CONTROL JOINT DETAIL SCALE: 1112"=V-0" . • #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" 7. = CORNER BAR ONE -�`. • FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. a d oil ba e d c d (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1" BASE PLATE 10 LO o M 5" SECTION A -A 17, v SCALE: 3/4"=V-0" O 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 KFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 18'-0" 18'-0" 18'4" 01 3'-8" 40 13'-4" '-0" '-0" 13'-4" 3'-8" 70 3'-8" 1 T-4" 1'-4" VERIFY 3'-0" x T-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF AIC AC PAD AC PAD LOCATION OF A/C PAD PAD PAD HOSE L L (2) #5's L 3'-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. BIB 2' 0" x 2' 0" x 1'-0" S3 S3 2'-0" x 2' 0" x 1'•0" 0 E HOE 2'•0" x 2'•0" x 1'-0" S3 w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. I I I� LINEDENSATE � I � LINE LINE 7 IF CONDENSATE I � -4" ELEV. FIN. 1 -4' ELEV. FIN. I I 1 -4" ELEV. FIN. w A 1 o CONC. SLAB 2 CONC. SLAB o CONC. SLAB o 2 1'-0' 110,n I I 2 ; S3 1 10 3'-10" 3'-10" 6'-8" 6'-8" -10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 1' " r ■ ■ / ® ® / ■ ■ ■ ■ / ® ■ } -- __ PROVIDE 1 Y" RECESS FOR — — P VIDE 1 y" RECESS FOR _ _ _ _ �_ _� _ _ F _ _ _ PROVIDE 1 " RECESS FOR I I I I SLI ING G SS DOOR. REFE TO I (- IffnLA3�D60R R TG- I j I I — -t- SLI ING G SS DOOR. REFER TO 7 o Cl? L_ - I MA ON'S OPE FOR WIDTH M SOWS SCOPE FOR WIDT N I MA N'S S OPE FOR WIDTH -75'5 _ I I 00 PROVIDE LINE FOR PROVIDE LINE FOR I I �5 I ( D1 ICE MAKER I M I I I M I ICE MAKER D1 I I I D1 PROVIDE LINE fOR M INDICATES FILLED CELL W/3000 I S3 I I S3 ICE MAKER I S3 PSI CONC. GROUT FROM FTR. ,�-� TO BEAM WI 1#5 REBAR VERT. �� �7 �� `� / 1 �1 ABOVE SLAB. TYPICAL ALL II J� L J I r I I r @ II )_ 1 � 3 2"MIN. 3000 PSI CONC. SLAB FOR II I7 7iv PLACES SHOWN HOOKED FTG. HERNANDO COUNTY ONLY. 3)/2" MIN. ` I 1 � I I I I( I I � I r I T I "' DOWELS 17" EMBEDMENT W/ 25" J 2500 PSI CONC. SLAB OVER 6 MIL. _ 11 Jj EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL I I I I I I I 00 I I I DBi1B519KJililwl I OP I I I I DBL, SINKw/ I ( I N DBL. SINK w/ CO I DISRIDSRDSAL C.J. _ `O I _ _ C,J, - _- DISPOSAL DISPOSAL. _ __ _ C.J. _ III 0 II C, III I I I I I IN o II r, III III � I I" IIII I Di uL.JL.Ju1 I I I I I IuLJL—JII I I I IIl_ 1--111I I I _= _ L= —- I I_ =J IL = _ — I �L = ==JL _—_ I 2-STORY U.N.O. 12'-21" I I 12'-2$" 5'-9j" 5'-10�" 12'-52" I o W01 I I I I W10 01 I I W01 D1 _ I I D1 Di I 01 C5 co I 1 3'-10" 14'-2" I I I 14'- I' 3'-10" I I 1 3 -10" I N-6" I I I oP I I �� I I I I o I I I I I I I o I I � M 0'-0" ELEV. I I 0'-0" ELEV. r I I I I I I � OL 0'-0" ELEV. FIN CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB -1--�— I- � -I - C.J—I— - - � I--�—�-I- - - c.J__� c.J. � - I I GG I I GG I I I I I I GG I I @ FOU DATION I ( I I I@ FOUNDATION I I I I I I 1 @ FOUNDATION I I I I I I I 2' 0" 16'-0 6'-0" I I 2' O" 2' 0" I I 16' " o r r I I I I VIP o? I co I I I I I I I I IL �I`� I I OP I I I I L,I\�I IL I,� I I 1 FD I I I I I I I I I I I I I I^ i ELEV. APPROX.1 N I I, I I I I I 1-1/2" BELOW F.F. ELEV. CAN BE NO I I MORE THAN 1 112"I — — — — L J Lf — — — BELOW TOP OFI ■ - - EGRESS DOOR I 1 I I I I�,� �I y I I THRESHOLD. FIELDI &D I \ IH.W N K `° I I K N 1` W.HI / I\ I� /r N K VERIFYI v �� S3 P OVID 1/2" RECESS FOR AROVIDE 1/2"RECESS FOR S3 �� _ �� S3 PROVIDE 1l2'RECESS FOR i 10 FONT DOOR. REFER TO J RONT DOOR. REFER TO — I I v FRONT DOOR. REFER TO J -10il, SON'S SCOPE FOR WIDTH MASON�SCOPE FOR WIDTH 2'-1 C j - Oil, MASON SCOPE FOR WIDTH F424 ® ® ® ® ® ® FM24 1 FM24 ® ® ® ■ 4" -4" .4" I II I 1_8„ I I I I I 0 40 1 ,4 4,_010'-6" „ o I -4" ELEV. FIN. o OP o o I 00 iD I I CONC. SLAB I `r' I I d 14' ELEV. FIN. I I co -4" ELEV. FIN. 00 ;O 4 I CONC. SLAB I I CONC. SLAB I t° W01 I ® I ® I PWO D1 — — Y - C'J'-+ - - I I _ C.J. C.J. _ o N w ' "' in C.J. C.J. I N - _ + _ I I a _CD ' 5'-8" 1'4" 1 ELEV. APPROX. 1 OP v I ELEV. APPROk I `n I "' N T-0" x T-0" x 1'-0" 3'-0" x T-0" x 1'-0" 1 ® 1-1/2" BELOW F.F. T 11-1/2" BELOW Ft I 1 1 i w/ (4) #5 E.W. I L N wl (4) #5 E.W. Lo s3 s3 55 ELEV. CAN BE NO 1 I I ELEV. CAN BE NO 55 1 I I D1 MORE THAN 1 1/2" MORE THAN 1-1/2" D1 I D1 BELOW TOP OF I I BELOW TOP OF ■ EGRESS DOOR!? EGRESS DOOR I I I I 2'-6" x 2'-6" x 1'-0" 1 u, I i 2'-6" x 2'-6" x V-0" .- M w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. 1 I I o FIELD VERIFY I I FIELD VERIFY co 00 J J S3 L I "SEE S-3 FOR Q 1 + co — — — — I — RECESS OPT." 'n HOSE BI8 S3 S3 HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS W/IN FILLED CELL BIB BIB -W/IN FILLED CELL W/IN FILLED CELL 1'-8" 8'-0" 1'-8" 1'-8" 8'-0" 1'-8" 11'-4" 1 V-4" 6'-8" 6'-8" FOUNDATION PLAN - RIGHT SIDE SCALE: A"=1'-0" e*s co c 0 a� -o D i •�+ o o o 12 eo o .- 40 G y Q � NCU � a� —5 m c �oE ' 3 �o cc C13 i.a ccO 9 T a� � E 0 0 a o CM 0 CV r N o `��ttiSllil��� LE W * co: No 750 STATE OF •�: A'�� 0•f3\.•, ,�.••,4 r>ror�ttlt�`o 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 Engineers signature and seal. W E 8tM C 20 to LJ ni rn r- r- LL W W M OV a a a a z JLLLL z Z °� CIL ucrn cc 0 W ¢ k W co J 0 6° w Z N CO Z N H O U ❑❑❑ Z W z N f0 o z CO z o d J QE3 - N z CI N 8Co � o � i-••J ci7 — i O w o Ly N N 0) A 0) z� w t allU �® 8 8 Q Y ~_ o z ch m J -0 z LJ- a z f 4 o o° z"e H ro _ 0 d 00 � o co do oz �z Z (D -22 It %. z S <o w z m0 o� z0-,2z m O0 Q 4 W z z W o 3 m oa LL �o d Z 0W FC Z C� F IIIIIIIII' =I< a0 o > oo 2 � Of N I— c� r- C.Q CO 00 CEO LM r r ' T 1-11V CrcYi T T 00 (n m 00 L0 o r_ M L0 C N O O M r M r y CD o Z Z E T m *- c a. E U Q p JOB NO: 23-13115-13120 SCALE' AS NOTED SHEET NO. 2.2 N11 �, 4r„ i ; L: 1 -A1 1 C" I M u7 v C Cr N 0 .c Q 0 J 0 cV t2 I N v rn 0 Q ca Z 110 111) J N i Itn G v 0 a N N Ca co Q> v c J c 0 v 0 J aD M 0 N .°3 0 0 a N N 0 -2 v 0 d 0 w x s m 0 1. N rh 011 0�_- Iml ISOM OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 r; BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20 X 38 J 18 J X 37 J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20X63 18JX62} S.H. 16 20X72 18}X71} S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 274X72 26X71112 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 IJ 52 } X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" DRYWALL TOTAL RUN=14'-2" 42" KNEE WALL \ WITH 1x8 CAP & 3/4" PLYWOOD \\ CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING \ \ FLOOR ONLY) (2) 2X8 w/ 1/2" \\ FLITCH HEADER \ \ SLOPE CEILING TO \\ MATCH STAIR RISE F. FL. \ \ �\ - - F. FL. ----------------- cD 18 17 \\\ 1 1/4" TO 2" D►A 16 \\ HANDRAIL NO 15 \ LESS THAN 34" 14 \\ NOR MORE 13 \ \ U THAN 38" ABV. 12 Q TREAD NOSING 11 CONT. 10 HAND RAIL 9 U - METAL HANDRAIL 8 Zb BRACKET 6 = BLOCKING AS iD 5 REQUIRED 2x STRINGERS 4 °P 3 1. F. FL. 2 , F. FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (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" X 11 1/4 LVL 2.0E Fb=2950 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 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Yz inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than 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 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. A S3 209 - O 0 _. I MI � 55 M D1 TYP. U.N. STONE VENEER 16" SQUARE- CMU COLUMN 18'-4" 11 VERIFY AC PAD LOCATION OF A/C PAD ------------------------- 1■■1 OUTDOOR LIVING 1■■1 1■■1 1■■1 1■■1 1..1 1■■I 1■■1 CONCRETE 1■■1 u■1 1■■1 • 1 1 'm•' 1■PI �1 Id • 1 1 3 -n Irn 2468 �i►i ►;►; ►;►; :a ;:i: •?1 it ►Z 0Z �•'•t DINING C-� KITCHEN ►;►: ►;►; • - ' ►:►: TILE TI LE ►;►; 0•: ❖: Drr • • •': ► :►:: 0•: FLRG. LINE ► ►• •i 1 ��,� i 16" CNTR. AT 42" Cis A.F.F. 1/2 WALL CAPPED r 1 II UP 2 iv I 3 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET GG tO S3 2'-8" 4'-4" *NO UPLIFT* S4 LIME FOYER'_FLRG. •` TILE .• T.!�•� 1 I t■■■■■Ii 1' O 1• i rim aiii■■1 1 " woo now mine MISS :1: ■■. CONCRETEman ■■. III : - ■■n 1 = MIR 2868 %N W.H. O 2-6" OT BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" F T CLG. CD inr - - - - - - - - - - ------- � I I I I O I I ■ I LINE OF 2nd STRY. I- - ABV. 1 - t **NOTE * I p I BLK. WALLS P RE 8'-8" 1 1 TALL FOR "A" NIT 5'-8" 1 HB FROM FRO T OF 1 )GARAGE TYP. @ I 1 GARAG E1 b 1 - - CV - 8'x7' GARAGE OOR 7'-0" L 1 V-4" 18- - -T 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" 1 D1 STONE VENEER 00 Co OP CD v FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 10 -+ 3'4" 0. 12'-0" 3'-0" 1'-4" ol'-8" 6. 3-10" 5'-0" T-10" 2'-8" 10 0 0 #0 © O MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59") EGRESSI EGRESS 0 00 OWNER'S 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. ® CARPET cV r o I - N 00 17'-8" co iD I ® M.C. - - - - - R&S ------ 0. BAT I 22"x36" � 8'-0" FLA CARPET CLG. ATTIC ACCESS ��� I V V I C I = N CD N / \ 1¢ FLAT CLG I (ooCD M iv N I ^ ID Ca N 1 \ �- CCARPET I � PW01 \V/ D1 I _ _ I TYP. R&S 2868 5 6 ® T 7 op to _1 I a0 TA. . _ S 8 CD 9 N AHU 60"x 10 fi 00 WEIR P I 11 CD R/A I In 5' 11q 4'-4" 111 3' I I 3 811 LOFT I00 13 `O C° I I 14 8'-0" FLAT CLG.LO o r. 00 F-1 co CARPET I 15 ip 00 N I I 16 I CO 17 � I I UP 18 T A.F.F. Lio 1/2 WALL I CAPPED 5'-4 1'-10" N 9'-6" Orx o tD N V-0" BAT 2668 E) 8'-0" FLAT CLG CARPET ■ M.C. o I WIC 8" 8'-0" FLAT CLG. FV CARPET = 2668 W I N O i'D Cr in I ----- ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET _ 01 - - a G.T. G.T. °0 F.C. FOR ELEV. 2023 & to MODERN ELEV ONLY. `n DOES NOT APPLY TO MOD 25 SH �Z STD/LT ELEVATIONS. (39" x 59") ■ EGRESS 3'-8" 3'-101. 3'-10" 44 Y o 0? 7'-0" 11'-4'1 cD 10 18'-4" Ole L - - -- 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 FC� +26.6 / -33.5 © SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. 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 not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 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. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. 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 BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID A CONFLICT WITH STRUCTURAL WD. COL. a•� N co N t� � cc V N m C 6i. d N t0 O � N y O 3 = C' fl-5 w c E s c at G. = Q to >_ io y 4 J t1 • u w w c a 'n E � �o a `o M 0 N N ,111illli:/f� C=) �L �:• No P 750 r �9 �STATE O F ' w' , ,0, . A' P. ••�_ �.� 10NALE,.�. �rrllt111111� 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. to W o C-,8 Lo F•y' w OD V. LL U) u`3 LL W ' Mc�nv w a nw W y a a � LL U.z Z Crn o D @ t mg o c I>< 7 �L' C4 (O m w Q W in2OjO' ¢ �: w lh Z N F LbIL IL N OU ❑❑❑ 2 W z N M o g Z N z � � Q a N z � COD o f6 w Q A U 0 w I; N Of U L E c - • w J O ct E ¢ io Z. G Z. Q O E 6 UJ z® ►�- r�ti E ' O XU ¢¢ w Uo pU �Z Z I °ads aZ co Q) <Z mo OZ Z c m J do .2 Z aw 2Z g 3 a ZO W 5.5. �W c`r� c o ax ;o ch v zl< a 0 3 2 T > 00 I � m F•-- 0 T f.. OTO L) r cYi r r 60 m 00 F_ O L,C� cM L0 O C" 04 Lo E c N r-vi O 0 o Z to Z E T 7- `m c a E U Q p JOB NO: 23-13115-13120 SCALE: AS NOTED SHEET N0. 3 OWNER'S BATHROOM SCALE: 3/8" =1'4' BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4° 42" KNEE WALL TOTAL RUN=14'-2" WITH 1x8 CAP & \\ CASING (AT 2nd \\ FLOOR ONLY) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38J 18}X37J S.H. 14 20 X 50 1 18 } X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18X71 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1113 271/4X38J 26x37J S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. \ \ (2) 2x8 w/ 1/2" \ FLITCH HEADER 3/4" PLYWOOD \\ r' DECKING \\\ SLOPE CEILING TO \ MATCH STAIR RISE F. FL. \ LA F. FL. F. FL. - - - - - - - - - - - - - - - - - - - - 18 \ 17 \\ 16 \ ;1_. ------- L 15 \ 14 \\ 13 \\ 12 11 CONT. HA 10 HAND RAIL 2x STRINGERS•\ 1 14' TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (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" X 11 1/4 LVL 2.0E Fb=2950 e (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 LVL 2.0E Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 1 1/2" MIN. CLEARANCE 2x4 #2 SYP. P.T. THRUST TI/ BLOCK W/(2)-1/4"x 31/2" 3' FROM EA. END. HANDRAIL AND HANDRAIL DETAIL SCALE: 3" =1'4' DRYWALL C 1 1 /4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Yz inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than 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 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 13'-4" AC PAD HB VERIFY LOCATION OF A/C PAD - - - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR LIVING 0 9'-4"CLG. A.F.F. o Fo CONCRETE io -0" 16'-8" " 6'-8" T-10" T-10" 2'-8" 2 7t 6068 SGD k, co ® ■ ■ 5-SH © � o r� F® ----- -- REF 2468 BF co I 00 co I co 8'-3" T-2" 6'_7" I o O DINING N O KITCHEN -§ 7 9'-4" FLAT CLG. 9'-4" FLAT CLG. Z TILE TILE I OP SINKw/ I ip , &o D/W DISPOSAL I Co F --� I 1 1 r---J L---� FLRG. LINE ________ _ 2x8 WALL 6'-0" 8'-4" T-8" 16" CNTR. AT 42" o in T in ;a CP A.F.F. 1/2 WALL io CAPPED r 1 II UP 2 N I co GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 14'-0" _ 7 00 CD io 0(1 0 PW01 D1 GG 10 TYP. S3 11 1 2x6 WALL T-0" 2'-8" 4' 4" o _ - - F_ ,n ao o0 f° NO UPLIFT* - - CD WO1 FLRG. LINE Q Z_ z co-1-p�-��p SO OrYVf\ D1 S4 N -X - - - - TYP. C� N 1 F` oa "� i TILE FOYER N I 9'-4" FLAT CLG. 2868 TILE �o � 00 00 co 9,.4„ T.O.M. o 7 4' 3068 BUILDER TO PROVIDE © APPLIANCE PROTECTION b WHEN REQUIRED M � PER FBC - 2'-0" 4'-8" 1-CAR ARAGE 9'-4" F T CLG. CONIC ETE ENTRY 9'-4" CLG. A.F.F. o N ao CONCRETE rn v r---------- -----� rh I I vo I I rnF 'o I I I I in 1 I TYP. I ih c° j GARAGE j I I K I I - aq ■ I S4 I 50 I I CV N CV ■ ® oan� nnnnn� nnnn STONE VENEER -/ 1ST FLOOR PLAN -UNIT-C 1624 SCALE: A"=:V-0" t� O in o? in TYP. e-O a -IV Q_V a -IV MO 5 SH MO 5 SH 1 ( 39" x 59") (39" x 59" ) ® ® ■ EGRESS EGRESS I OWNER'S ; BEDROOM a 8'-0" FLAT CLG. f CARPET 18'-0" 4'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EO +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes _ R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the 01 dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid' or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. 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 00 material and shall not have openings into the garage. io R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit 00 wall: CO • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. >04 XXII XM • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp Bd or equivalent • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. JUIC 8�-----1 • Garages Located Less Than 3 Feet From Dwelling On The - - PW01 Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied O. BAT 22"x36" I to the interior side of exterior walls that are within this area. 8'-0" FLAT CLG. ATTIC CARPET N ACCESS / I / W I C I = TYP' N �' R312.2.1 Window Sills c(o w ao to I In dwelling units, where the top of the sill of an operable window is iv F_ N \ / I N 8'-Q" FLAT CLG 1 � located less than 24 inches 610 mm above the finished floor and a� I / CARPET I greater than 72 inches 1829 mm above the finished grade or g ( ) _v_ � I other surface below on the exterior of the building, the operable ( window shall comply with one of the following: 1. Operable ---------J windows with openings that will not allow a 4-inch-diameter (102 r-t _ R&S mm) sphere to pass through the opening where the opening is in F. G v 4' 1 •i' •�.� C�i • �•L1, i' i� io 00 F, 0 to io BEDROOM 3 8'-0" FLAT CLG. its largest opened position. 2. Operable windows that are provided 2868 with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. cc I ca Chapter 45 Private Swimming Pools 00 N Outdoor swimming pools shall be provided with a barrier AHU complying with R4501.17.1.1 through R4501.17.1.14. IR/A I I M1507.2 Re -circulation of Air I I Exhaust air form Bathrooms and toilet rooms shall not be -0" 3' 4" - re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from 1 o bathrooms and toilet rooms shall not discharge into an attic, crawl I I I 9 space or other areas inside the building. II LO I o0 GAS APPLIANCES I CD G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be 1 1 installed a min. of 18" above fir. per FBCR G2408.2. Except where UP appliances that are listed as flammable vapor ignition resistant. u L FT 1/2 WALL WALL LEGEND 8'-0" LAT CLG. CAPPED •N C RPET 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" 5 4' ,n _ r rr EGRESS MOD 25 SH ( 39" x 59" ) © ■ 5'-0" 4'_ II II ►i0 ►�r� IC CiiCiCiiCiiCGiiiiiiiiii . • ►.�, uuuouuuuu•uura ►CJ� - ..: 1 I I 1.: I I ►i►i Q) E I ROOM 8' 0" FLAT CLG. CARPET 1 V-10" o MOD 25 SH ( 39" x 59" ) EGRESS T-4„ 2ND FLOOR PLAN - UNIT-C SCALE: A"=V-0" N SUPPORTING ONLY AND REQUIRES NO UPLIFT = CONNECTORS TO FLOOR SYSTEM AREA TABULATION in 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. o LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. N LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED op FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED 1624 (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. a•'s 0 cts 0 a� o C C..)N m w �LLa t Q 41 N a• coa = a � 3 � = u -0� c o i;. �. N C� E � o w M 0 N 0 ,`%�1!!lilil����' % •`VO�•�*G E NSF• 'S1 No PE7 50 ) STATE OF S1O N 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. M 1- 3 E S cq v � OD N # J 0 � � �, " U. IA rn N O I nw w Q ycov w a c �LL a Y ci Z fOCvo tMo W 02pjO' J L Z N ch Z y I-- Z OU ❑❑❑ W M Z N O z m Z o Q v J N N z CD o � 4-J (10 p V O W C� R N c c/1 ,R (a i ,- n c� I.LJ J r- - E m $ I I _ L Q Co s� o � J� w M J � � z o O Z>Z a Q p EU wLL 1 z® o a H (6 �o o o oQ ¢z a) t ._ wo wadi Cn Qo xzz m0 Z �J J �o ¢ ° >Z 2z crRi �• o< go aw N W m <0 j gE ~ o J= a� �? ao M i-w c o T > 00 ci rn m I--•CJD T ♦�1 04 Co 00 00 Liz T T � U T T OTO ' ^ V/ .2 oo F- p Li'� M LO (=i 0) N U) r E M L ' N T v; O d Z Z c E IT- y r E 0) m c a v U JOB NO : 23-13115-13120 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: Y"=V-0" N � G o .-- � > W G V N ++ G 66 d N <O O 61 p7 E t G y O Q r0 A d O7 S7 G O G N N fl- G E M O N N O • •. 'i ��:�•No PE78750• '•� = it :S3 STATE OF • 44/� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply wfth 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. 0) �rv�QE � '+ N 0-0w Q O N 00 C L .� W W ik LL LL � LL Lu �rov e: a a a M LL a u- z z z m rn 0 O L « p _ 0 � C 'ro N (p Co J Q W oCY)rn ¢ m w Z N M Z U H rUd z o� ❑❑❑ z W z � M z Q V J a' N N Wv) z0 � o i-J cn (� w � U O w $ cn c d �N w '_— E _ C 0 Q M s� � JZz W z J =a a Q L.L �_ 0 t= U ?o ¢ O0 FZ >m Z o Z® pa F� r6 0 0 o Z�� E3 cD f0 r� a z 0< w z d o az V) � O y UO mo oz Z¢ J a 0 Q W z 8 N T S > O0 4 O U 2W N W O m ¢ O r O M <h zla n ar � C o T La > 00 2 iLi N Ir— a) CO M L CO oo r 00 r �i ••� Cr v U T 60 T VJ .2 OO T E-- O Ll) +-' eM L0 C N C" r ,6 ` t ui m N T y O o Z Z E cc a a U c JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" C O_ W �► � s o Z C.a OD yNC ✓ C LL Q A O i •h � O t0 Q CP N - > E = c cc L Co y a� r� c� Ow > c N O- = E � o r-' 0 CM �o N V" N O ``�ttt:iie?11ffI ����•� P: LE W`r� G•EN3F• '161 :• N0 PE78750 :5 STATE OF ' 4�1` '.,, ems; R 1• • • • ,�' ,,. "0 �� 3 A> i% .�`. 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. F o f 8 N Q O M 8 N � V � c �i J (A y O CD LL U- (fi fN r lz r+ w dl N v a a Z r- Z 13W�'-�U M C� WCo iT. a r- ZlQUw Cl)C7 Z LL ❑O ❑z N Urn FUS- ❑w Z Ur z N z � � Z � � Q d � — N M Qx� w m Q A V 0 W U L lJ J t 8 ® z� Q N ti O ¢ w c•0'f M z Z Q L — C to C z > N a p ECID CJ oLL z z® oa H s� Uo t0 zEo r0 o ao w w C'oao C 3F mo z Z mjA Jc3 yQ z �wzO QZ�n O J Wo LL1 w m Nu, Z r3 p J w¢ -I0 -O Mi v 0. a 03 C o T N W 0 L Co 00 OTO T LMC) T s r I.—i U T 60 T U m 00 T' 0 L0 CM Lit N ai N T v; o o Z Z E T d r E m a U - Q p -j JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 6 6" v 834 v C CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 B KEYSTONE DETAIL SCALE: 1 /2"=V-0" A WATER TABLE DETAIL SCALE: 1 /2"=V-0" T.O.P. — — — — — — — — — — `- - _ T.O.P. --- ------------ ---------WA!IRW--------------' -- — — -- HDR. v ~ — 0 60 UNIT -A 1532 12 4.01 FIBERGLASS SHINGLES Mlionommll HIM in OEM OMNI] 0 1 ONE Pill on mn, NONNI i n 1TEXTURED FINISH B TEXTURED FINISH UNIT-C 1624 UNIT-C 1624 N I I FW-10111 Ill millmismi UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD 12 14.0 FIBERGLASS SHINGLES T.O.P. _ — — _ T.O.P. HDR. ---- ------------ ----- ----------- ----I ----------- ----- ----------- ----- ------------ HDR 50 is I Eao o o Z_ MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH F.FL. — — — — --N-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- T.O.M. _ — — _ T.O.M I I I I I TE TURED T TURED TEX URED FI ISH FI ISH FINI H rn L I I I I I F.FL. ---- —L----------------------------LIL-1 I Ll — — — — — — — — — — — — — — — — — L_ L—L — — — — — — — — — F.FL� — 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD. 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. txtenor uovering 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 e� 0 N ra ,r C 0 Z > W o u ai C cc V N m tL d _ to d C2- � dv_Q �cc •°f u m CD c � fY •� T N d� G 0 c '). No CV v N 0 LEwk'f% i No P 8750 STATE OF ' 4J ' O •• ,o ''JJJ/ft111ttttt 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. g C" J 0 fn LL {JL I) r'nt-I.-a , w Lu Q ai M v a Y �j LL ii EL mo z Z 00 o o _ o W 'oM ¢Jm �b ILHW 200 C"�; Z W Z 0 U C%Icr Z O0 ❑❑❑ Z W CD o $ z Zoe v J a � r M z � 0 o �N LL J CZ3 w U � � c 8Jim ~ — t 8 4.- Q Y o S Z w cM M y ¢ iJ � Z � zo Zo� E 8 0� �® H f0 XV Do o� Z o GO (d a~ ai Qo �z aZ � zm0" Z m J m '< w $ 3 ¢ �z Z¢ W 8 oa as �w yz 3 p w¢ S �O Will v zl< a 0 3 c > f0 rn 0 CTfl � Cfl L CO 00 OTO LM T T � �-- C^ r OTO V) Co 00 O LO M L0 >` 04 CD Q t� ui m t N � T rri O o Z Z E r y r w c c a E -o u? U _J Q 0 c � JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 7.1 ---------------------------------- -------------------------------- ---------------- TEXTURED 13 SH FINISH 13 SH T.O.M. ----------— — — — — — — — — — HDR. -- _ -- iD TEXTURED O FINISH O in 60 , v 35 SH 25 SH 25 SH o LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" AV T.O.M. _--+ HDR. _---- 0 60 (o 2nd F.FL. CLG. HGT. T.O.M. _-- AT GAR. 8" FRIEZE — BAND 0) c0 60 0 F.FL. ---------------- -- --- —------------------- 0 ----------------------------------- — 0 TEXTURED 13 SH FINISH 13 SH T.O.M. ---- HDR. 0 0 50 co ----_2ndF.FL. — — — — _ CLG. HGT. T.O.M. AT GAR. `— 8" FRIEZE BAND 60 60 v 0 F.FL. -----_ — — — — — — — — -- 16"BAND ---- --- ------------------------------------------------------------------- ---T.O.M HDR. 9 _ -------------------- -- o CO TEXTURED in o FINISH 60 0 25 SH 25 SH 35 SH RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-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. 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 �•a co o d$ ' C W �- 5 O C2 a� o C is W N NCCoL y d O Ia Y E s c d�=a Rdd.a i N A O = V! G C ev o is. as 0 CM NO N v N 0 �,�lSfi3::J1J L E •• • No PE7 750 STATE OF •�� -,�S•�oRtio.. /Ottrl>sO %�� 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. 0 W E, g `ro E Rn w - N N _ m (Np � C3 C In J H 0 0 — '-, % LL tll to N o u. a. w Q M W _ 0 LLL o 12 J u- 13Z2 0 Z L @'. O W :12lj �. 3 f0 N G. m J Q W Ix m W 05 o LL N Cl) Z 3 0 Z V ❑LL Z ❑❑ W Z N z E3 — N U) to z C1 � o 20 U s 0 wLn N r~ w � x _■ < N sr o J< W J "` Z Z a L.L.. E 2 0 Z �o > n Q s Q 0 E oLL z® (aa r6 F_ n7 Mo Qo O Q Zp N C_ Q p <o w w < UZ m� o� Z0 m J �5 m a >a w 2 8 -0 o Z a W LL -OE Z �w �E o Jz w F 0 o c� v a r � s��d 3 c o T Woo _co N F— 0 M L CO 00 r 00 LO T T T— Cr T 00 r V ) m 00 r CN �— O Lo += .0 M LICE .0 CN O O 6 m y N a r vi O o Z Z E T r Lo c a E U Q p � JOB NO: 23-13115-13120 SCALE: AS NOTED SHEET NO. 7.2 ss rr 0 car us 0 C. Z -a m > W i w C C. a c� o C CB C. N N R C= a- N 61 C= cc Q CV CD CL' C7 C C N V Q 3 M to Cu a) j=W L) as +i co =o 7 0: T N G� c E m c b.. O M O CV N C7 ��� p,. LE Wh '`41 0 -*cEN5 .,✓�,�,: No PE7 r r ,/� . ,53 �•, STATE OF •: Lt n d: iA' P, Cyr• �,�F•.cp��a.• oil To 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 V E N N 0 - 4N _ C� Afy% N O Cr) r8 ik Co ( LL LL 0 LL ru-, r4- �Lu 0 LL a. W C')U=) a Q J La_ d Y LL z 0 _�°' 103 o = LrCS o W 0 W ogN�al r m W 8 °' O) z I�L0 LLI Z So C-4 LL N M Z O F 0 OU ❑❑❑ Z W U � Z N M Z � S J CL � N - N '('DW V _O LL 4 LL.r is U —� O Lu cl- M LLJ E 8 C U) Q 0 CD t � J Q W 2 M LL ZOUj >M O H CO �� 00 Z o� o O �� <p ° 0� W L Q O W �J W C) (� (n C aC Q ova Ql O Z J m "m ¢ ° aw �z 3 84 go W C`c3n a J Z �I0 a z�O 3 C o r >00 2 m N F Cfl C.0 ' L MM Co 00 Oo M T T s T Cr T 00 T� ^ V! m 00 T 4-0 H 0 LC) }+ O Q < ,6 T ci i N r 4i o o z z E r— r m cc a E Q.�..� U -j Q p C JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 8.1 __L_ I - li __x - _ -_ - I I LLL_ J- I --- 1 1- I I I — ! I l _L__ - N SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) SCALE: Y4 "=1'-0" CCA 09/24/2020 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 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6-16d x 31/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 112" 14-16d x 31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 1 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 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 1/2" RT16A 1025 900 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ 1 ! x " SOS WOOD SCREWSN (2)10 x 5" TITEN HD ANCHOR BOLTS RFUS 7100 _MTWSCREWS (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 -- 5/8" ANCH./ (2) 5/8" STUD BOLT L VGT R/L 2225 1600 (16)1/4"x3"SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR --- --- M VGT - F 4940 3555 --- `- N LUS26 1165/1150 ** 865/785 ** 8 -10d x 3" JUS26 1050/1080** 840/950** (8) -10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 31/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 -16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 10d x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & �8) 3/8"x5" TITEN HD (2 PLY) or 5 16d SINKERS FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500-M 3510-F 2pLY) or60)10dx3-1114"SINKSS@ FRAME (2("TITEN O LUGT2 3310-M 4040-F 2920-M 3560-F SCREW -BOLT or (64)10d x 3" @ FRAME "X" HTS 20 1 1415 1215 1 (16)-10d x 1 1/2" HTW20 1 1355 1140 24-10d x 1 1/2" SP1 555 535 10 -10d x 3" SPT22 735 8 10d x 3" SP2 1010 605 12 -10d x 3" SPT24 1090 12-- 1 Od x 3" HCP2 590 510 12-10d x 1 1/2" HHCP2 680 595 1 (20)10d x 1-1/2" * 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 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" 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 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) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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.Rl STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 02 SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS E(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CONTCLEDGER� SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH E CLADDING WIND PRESSURES ANDOSUUC SUCTIONS OR MEAN ROOF 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft 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 1 -60.99 -78.58 tR_ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: D Q SHINGLE: %s' EXP. 1 ( Yj@ or 1%' EXP. 1 (32/16) TILE: 'Y32" EXP. 1 (33/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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. e+� N N c tID as =o W C �- V-- o Z C to V N — m -o se N d O ev Y 3 = (' > E s c C" v Q m 3 � eo y ar a c I= 7 11' • � T c E O d U O M O N N 0 LEWk�'���� ``� 7 0� • -10. �GENS•,•�1� No L A 0 r 0'. STATE OF 44 > O R 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. 0 W $ a m r w J O O (A # L1. LL rnrt`� LL W d! yrNiv w a a a � �y; o. Y C7 J z Z rn o 0 _ O0 O O N r0 m J Q W Z co ZZ0J0 Z ,O M z 0 FZ NIL 3 O U ❑❑❑ Z W V M � z � M o z o d Q v J 2 In N N CD o CD 4--1 cn r'' w .0 0 p W Ow V) c $ �N ~ in U 0; w t 8 z� x o U c - z Q 0 • —C o C15 J� w M y 0 Z LJL E C ZO W Z o 4 E OV sE "' ?o l� r0 E3 E U a¢ 0 0 z &z wz ro VJ C G z ¢aLL W g m O Z m J 5 wo ° az z z $ Vj a oa ao W T o m �� �� �w =K �— o �= wa Z: �o v ov zl�a 3 c >00 ai N O C.0 a) CO L" 00 r, 00 LC)Co T T' T 6^ 00 T— V) m 00 T 04 0 Ln M Ln O 04 Ln ui m fV T y CD o z z E T co Q. C U Q JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 9.1 Is .,9I rn 3 CV CD I N 2 v rn 0 0 I 9 N t2 1 L0 I M CN N cD I M v C Cr 0 O .n CO J 0 CV r2 r'7 I rr) rh N ao O cu v v- / rn M N O Ca E a� 0 v c c J a c 0 0 0 J a� i.� M 0 -a- N 8- CD N 0 hi n0 0 W m a� v N 0 , W 1UNIT-A 1532 4' 1UNIT-C 1624 1UNIT-C 1624 SYMMETRICAL T NIOTF- • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/7' 6-16d x 31/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PL 1795 (2)PL 10 -10d x 1 112" 14- 16d x 31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1730 9 -10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 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 1/2" RT16A 1025 900 9 -1Od x 1 1/2% 8-1Od H FGTR 4725 3400 w/ (1 )1/4" x 3" SDS WOOD SCREWS AND (2) 10 x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT45 5795 5/8" ANCH. /(26)10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLT L VGT R/L 2225 1600 (16)1l4"x3" SDS WOOD SCREWS & HDU4-SDS2.5 wl (10)114"x2.1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 -- --- N LUS26 1165/1150 ** 865/785 ** 8 -10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 3 1/2" HUS26 2045/3400 1640/2990** 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 10d x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 / x (1) 5/8" ATR EPDXIED w/ SIMPSON & (8) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS FRAME T (2) LGT3 6570-M 6960-F 4730-M 5010-F U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 17 EMBED wl USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500 M 3510-F �2 PLY) or 60)10d x 3-114x 3-1/4' SINKERS8SINKERS @ FRAM TITEN TURBO LUGT2 3310-M 4040 F 2920 M 3560-F SCR1EW-BO T (orr (64)10d x0EWALT 3" @ FRAME "X" HTS 20 1415 1215 (16)-10d x 1 1/2" HTW20 1355 1140 24-10d x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 -10d x 3" SPT24 1090 12 -10d x 3" HCP2 590 510 12-10d x 1 1/2" HHCP2 680 595 20)1Od x 1-1/2" * 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. REVISED03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" 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 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) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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. Rl 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. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1-78.58 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 FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/e" EXP. 1 (24/6) or 1%2" EXP. 1 (32/16) TILE: tV32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" 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. ROOF FRAMING PLAN - STANDARD (STD SCALE: Y4 "=1'-0" CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N N 0 d� sw 7 Cl g v o 92- o Z = �•m .: =coo A 6 03 m m E _ 'y o a c � A p M N 0 N 'cF N 0 vv, p,• LE '�. k0, �,.� • GCl .-*\G E N S'. �"�'�, 0 `: No PE78750 �'�• STATE OF `K\� 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 Florida Building Code - Residential nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 44 F o E S a 8 N� `V ci O C # J (% rn n rZ t LL W W My a w a 44 a JLLi� z z Z —v Z Lcoo O N m Q ���� z W J z N M Z U) IL 0 O U ❑❑❑ Z W � a v 2 ;: z N cl z � o v QU) 0— E3 M N Z CDo LL 1 T' N (Q w p a U 0 w l/) c 4 M U W J as t z� U � C 1 N 14 I ti o w cl�_ J o Z a L.L- E 0 Z O �� og > N za U FO � � <o U wo J U z ra a- <z ao Z z d <a pw m� ro ? C 0. _0 z m N wm a'W $ 3 S< Z JU W T m LL az N w o J aZ w 0 �O M `r a zIR F I; 3 C o T >00 2 m N 0 cTo � CO r L CO00 r— 00 LM r T � T 00 T V / Co 00 T 04 F— 0 LA") C^) L0 .fl o CTO M Q N L17 z E y r m c c E ci U � Q p JOB NO : 23-13115-13120 SCALE : AS NOTED SHEET NO. 10.1 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 FTF DUPLEX OUTLET ABOVE COUNTER W.P. 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 6. 24 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 Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CHI CHIMES (OPTIONAL) P9 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 ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 3" VTR )IL I I I I I I I I I I � I I LAV � I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I OPT. LAV LAV I I ti W/C SHOWER STUDOR VENTQ � DBL SINK L W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 1OKWat 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I NEMA 1 200 AMP TER MA N 1 �0-200 AMP I I T /—Serial Cable 3R Power Co. Feed _--� I_I I _ ir— #4 Solid COPPER Ground C.O. II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. > FAN/LIGHT � GFI I 'M \ O -----Tr--- DINING KITCHEN 1 '000p� FI � O GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ^� /^TROUGH -IN\ FOR OPT i>fi� . ,FAN/LIGHT 1 r� � I I I 1 / I 1 I I rGF1-j j UPSTAIRS t DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. F__ — — — — — — — — — — --I FOYER O G i \ GFI BATH 2 @ 44" w.H. - A.F.F. ' \ O a� GFI 1dh I / I WIC -- N I DB I EN I WP GARAGE I I GFI&::_-: I LIGHT AS b7k1 I I PER SPECS I ` DB&GFI TO �� /.^TROUGH -IN - L----- .yf _ FOR OPT. ____ _____ BE ALIGNED \ GARAGE , VERTICALLY LIGHT AS ��j�fi��FAN/LIGHT I3 PER SPECS \B E D ROO M 2 GARAGE DOOR I GFI I i---------------i I I I I J I Z ; l W �occ I �F.W \ WUj � \ >_jm >w I \ L COACH LIGHTS — — — — — — OR PREAS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: X"=V-0" 2ND ELECTRICAL —UNIT—A 1532 SCALE: &=V-0" tD o W C3 Q e o Z �; C cc fj N _ an x u. cl. N .fl N Z Q CV Y a as « c Es °C 3 cc iv y d o o ca as 1✓ y c o > d' •� T N Qn E � o a 5 0 c'M O N N 0 t ``,`��1lttltrf�fj p . LE lyh C)0. .� u46' i C), 7 •No = PE78750 '- SIAIE OF •�� " j"':Trt!tfi1%% 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 c EEo O N U m 0) U Y_� 0 in ��� N " u;- a. rnN0� LL Q a W M LL LL; C7 Z _v o o @ M °' 0 t o Co L W Z IL LL rZ D Ci J Lu N M Z 0 Z 1=- O V ❑❑❑ W (D ; L Z Cl) z Z C J — N d. � — N z 9 v�o J� 4_j (� w � M U Ow Lv N ' U w 8 ! x� C2,(n 0 & S� o M M f m o w Z Z U_ �o Zo oo0® » a I m 2� o0 �� 0 0 o� �Z Z Fes- wo �; ro cn ca <o m0 0 Z Z mJ �xaw Fb �z W N T o w ao .� hZ o �w aQ ;o O�Z o T > 00 CN F-- 0 L Co 00 OTO M T r r � Y T EEO U) m 00 F_ O LA") C 04 O� Q Cfl d T.- 6 m � T N O o Z Z E T m r M � M a E ci a o JOB NO: 23-13115-13120 SCALE: AS NOTED SHEET NO. 11.1 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 FfF DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR K* 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ,Qr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) F0 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 ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH C`/rJ ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR 17 G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV LAV I I ti W/C Ll SHOWER ` \nd F FAR STUDOR VENTQ I , DBL SINK L TI W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP ETER MA N 1 ISO-200 AMP I IT /—Serial Cable NEM 3R Power Co. Feed ---, IJ i>— #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least V apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. C.O. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI An DINING KITCHEN0000 I --- GFI d --- SWITCH FOR - DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. <-�fi-,FAN/LIGHT � 1 r� I I 1 / DB NTRY WP IGHT AS 0 FI@ 0 ER SPECS DB &GFI TO I BE ALIGNED I VERTICALLY I w jo= � LLo � BUJ 0m 0 C.M 1 UPSTAIRS F @ 44" ,\ \ ` W.H. A.F.F. ' \ O I I GARAG E I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I Ip Z I IQ _ I I0 Q I I1M W 11> I W 1 COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—C 1624 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. r— — — — — — 2ND ELECTRICAL - UNIT-C 1624 SCALE: Y4"=1'-0" N No 0 co o as "ZIP s `ate o N cc O ►- .y06/O � 3 a' as ux 'ate c E o Cv a N 0 N N 0 LE vvko ,,41J* %0 G• No PE 75 cc :"�• STATE OF a irrJ t'1 • • i� �, %%% 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 a� a cN c8�� t1 64 Q 0 N J 7 (n . r _ LL W W a rNi c W ° a d 0 JLLLL z Z Z t mo 01 o W 'o2�`r J m W ¢ Z co W LO N Z UU S Cl)Q U U)LL F- N o U ❑❑❑ Z W Ur Z N � z � a U) —� A4_j C w � U 0 S c �N ® v W J �— E s $ x� t1d c� o Q Y N 14 Mo cJ O Z Z < a `zo >� Za Q p m " W' 'Zoa I— 2g -' 0o & a ZER CID '0 Z o a ai Wa OV mo ZLL Z m J mm aw 5 N ¢w O� ZI Z Qo W a °LL a �w � SIC o J w� ; c) Z< COS 03 o� > 00 N F— 0 ' L (ID 00 r 00 LM C T 550 U) m OHO 0 Ln cM L O Cfl fV Ln c=o ui m w 04 iri O o Z Z E r r m a c0 � ¢ o JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 11.2 PROVIDE A MI SEPARATION UNDERGR OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ----- ---, I r--- ----- I --------�--- I ----- I --------�--- I ----- _ I ® I I I I I I I I I I I ®- I I �f�)KITCHEN I O Imo/ O O ICJ DINING KITCHEN , �� DINING DINING KITCHEN I KITCHEN DINING DINING KITCHEN I 10KITCHEN DINING J�D I I I I I I I I I I I I I I I I I I I �--- J I loo I I I I ool I L--- O O I I I O O J I loo I I I --- ! L--- O O I I oo I I I I O O J I loo I I I I �--- L J____ I I I I L--- O O -I I - L ---J - ----- L L --- J ------ �___ — — — — — — — — — — - --- F ----------- ------ �___ IT f 0ID I I 1 II I ( II I 1 II I f II I I 1 II I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOMUD GREAT ROOM METER BANK I (SEE ELEC. RISER DIAGRAM SHOWN ON - - - _ UNIT ELECT. PLAN) - - - - - - - -, - - - - - - - - - - - - - — — — — — I I I — — — — — —. I I — — — — — — I I — — — — — — I I - — — — — — I I — — — — -- I .H.W W.H. .H.W W.H. .H.W I _ ENTRY 1-CAR"'GyARAG E 1 C-AR GARAG E _ -- =£�A� �ARAG E -GP�RAG E 1-CAR GARAGE 1-CAR GARAGE ® UNIT -A ENTRY UNIT-C \ \ \ •� ENTRY— _ _ — UNIT C ��- —'—�NT-RY t%T_C_ _ _ ENTRY — _ _ _ UNIT-C ----------- _ UNIT -A \ — 1532 1624-- _ 1624 — — _ — — — AQ24 1532 - �r-----------------I I� �1624 r-------- -----� \ r----------------r _ _ r- `-c--------� ' — — r----------------r ��'------------� - N. 12" VERTICA I I I I I I I I I I I I FROM ANY / ALL I I OUND UTILITIES 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 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 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 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 I I I I � I I I I I I I I I I I I I ELECTRICAL SERVIC SCALE: Y"=V-0" a id O d LU :P.W a� o 0 •yy cc C ► 2 ECz s y u _ Q i0 6� 45 d = co y a� = E co C�_ c� 0 M O N N O . •fJo PE7 0 .* • � TATE OF ..• n • S� Ar9l9Stlt+t� 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. 9) W o 1 ♦, y W C u� J O y o 0, (JJ 11 LL (N (q r` [- LL ui a LL W Q M W LL x 0 J W z Z c , O 0 @ L m CS O o M y F W �, G ¢ LU J m rn W N 6 w z N Cl)Z N~ L) z OU ❑�❑ Z W o �M� z �Np M z o z a N U) U.) z o � LD _ LU {Q A_ O o0 w o Ly N ,N' F- fn r r— — E minLU L z Gy8 U p o+ O o w to CS C1> J z n0 r Z � LL zO �tt >N Zo a. O oo z® o 0 E ¢a 00 o 0a d ,� . L o w 0 a rr z W O C -U W .0 20 Z <� �z g � cn �w o< go az W A m W �0 o wa ;o zlc o 3tl o r > 00 m ca � L Co 00 OT O LM r r T �_ Cr ci 12- r 00 T m 00 T CN p Ln += M LO O CO M Q N Lo c6 �-- m t N _ o Z E r_ N r `m c c rp d E ui a U _j Q 0 c JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. 12 r r 11 ., t L -.r ..r O � O 8F8-OB/1 T O O O 0 O O 8RF14-1B/1T8RF14-0B/1T 81=16-1B/1T © 0 9 Q� TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" 4 ° R = RECESSED CLEAR QTY. OF #5 p REBAR @ BOTTOM ° OF LINTEL CAVITY W p' ° 81-16— B/1T a cc 2 z p p a , GROUT tNOMINAL QUANTITY OF 4 5 REBAR AT WIDTH #5 REBAR AT C BOTTOM OF TOP LINTEL CAVITY NOMINAL- a OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS Rc precast lintels = 3500 psi. Sc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6lebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C27D type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical load Safe horizontal load — . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ' 1-1/2" CLEAR J W Lu C.M.U. co U to rI k� x 0 m 2WWW -3: W, oyaZ o W J N f0 Q N z¢ Z v #5 REBAR AT BOTTOM O o MIN. (1) REQ'D ULL!-rr 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 Iintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications � v o� � vim• v • 8RF6-0B/1T v; o. o 0 "0. 8F20-1 B-2T O o O O 8F24-1B/1T 8F24-0B/1T 0 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 ;: \ 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-O" SYMMETRICAL (�)MIN.EOMIN. (�) MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-O" SYMMETRICAL 4r CV N ♦iJ0 O r- > W a� Z c AwN co EL. to cc O L Q y O N E s c dS=a a " On L = E c a � 0 C'4 0 CV N 0 ,`�t111111!!/���, .., p,. LE IN 01 No PE78750 1) STATE OF : J •' 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. M W vE w 6Cc;' � O J u7 LL LL fA inN0� LL a. w W (. LL n J LL z .0 Z ��rno two,- & W - mjm W 'on� ��k Lu W 6 w N M¢ LLO a O U ❑❑❑ .s W U n Z N to Z i'$ z � Q N oI z C1 U o �N LL �cn w m o V 0^^ w $ 1t/ II C N U z� ° Q U o C U) Q Yi44 N C1 p J ¢ w C`3 Z < Z w E wo >N aC M_O fo wLL lwz ( Z® ❑a F-- rrJ U S p O CO aQZ ❑ 0 Z Z a3 (- ro g W Mw N C ¢ p 2 U w `t mO Z C 2 Za m �7 J N O ¢ w z c4 a ° O O Z O Q U dZ W y, p CO � �0 w w i� r - J � 0 N= y ? Q O 5o 3 c rM > w T Q1 CN 0 IT— a) G� M L CO oo r 00 T T T Cr T 00 T () m 00 T CN 0 LO �--• M LP) CD � � Q�Ln c6 t N T i6 O o Z W Z Z E r m T_ to c c Il U 0 Q 0 J JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. L 1 1 3 v N ca I rNM LO v N 0 co I ao J 0 CV LO I M -a- CO I M x t- W v O J 0 N r M I Cr N 0 v C (n e v� c Q N N / v rz H v E: 0 S `v c c J a c 0 -0 a> r•M N 0 0 v 0 0 a N N CN O 0 0 dT- z W w x dam' m a� v N 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 OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO 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, AND SHOWERS. 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 X 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 RAID) 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. 1 ST 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 0 OF 10 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 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 530-16 (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 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. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ REINFORCEMENTMID-DEPTH OF SLAB. F BERIN. MESH PER DESIGN MIIXFMAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST of BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1)/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy= 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 = 285 PSI 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 provid6d. 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. Irrigation/sprinkler systems includingg all risers and spray heads shall n6t be installed vn-thin 1'-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 fors. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBGR R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete overpo r and mortar along the foundation perimeter must be removed beore extenor sa� treatment. 10. FBGR 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 1'-W of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. ers O N CO c 0 a► =o > > W Z a� M R C.7 CV N R O N y G COd W d Y 9 E C d = a 3 m W to � T N fl- cc a w M N 0 N v N 0 `,,t��tt�rrrr�� P LE .�`0 No PPXO ' O'...• STATE OF J '�,� F� • 0 R 1•� C� . ��� 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. rR W E. o E n w N8�� 0 J NCNiv� W a ° a 0t J U. z _ o c °' 0 0. z w 4 O i-y tV tp m J Q LLW dJ0z w M Z U H a N Co 06 ❑❑❑ z W 0 S Z N M z � J v - N z t") �4-J_ U O w S V1 ccN �N w ® ~ - E L I = C) C Q c4t • �Q o c rr W Z M O Q � LJL io Zo Z® o EE wP FT 16 a0 �0 o0 U 7U � <a 4 Z Wz wZ in C< M� `i W m o LL o z m � J .2 m Q W r� 3 am g � ° i W 8 3 LLZ y z w _ o w? U_' 0 i° Illlllllili' V_ c zl< a 0 3 c o T m > 00 2 m CN F- M L Co 00 OTO T T T- `� -6 Cr U r T 60 rr ^^ V .2 / OTO CN p LO += M L0 C CO (V O O Q N co 'd T 4i m E T N O o Z Z E T a E .: v °� 13 ¢ o c JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. v+ 3 In I M LO 0 .n J N rM I rh i M N co I PM v C Cr J 0 N LO t2 i rn i M N 0 ID v o- 0 .a i 3 Q N N i d E 9 01 (D E J a- c 0 v v 0 N LZ M 0 N ui 0 0 0 a N N 0 v 0 d w _ d� M m v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 11 fl II Lj L .I � _. I I I j..... 16GAx1-1\2" LONG (3/4"-V CROWN) I 'I 8' I[I I..I MAX .. STAPLES @ 6" O.C. VERT BETWEEN I 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—1I HOME ---/ C G GARAGE SIDE O O 0 5'-0" < - STUB OUT FOR 0 1'-0" o o to GAS METER - 0 0 CV = • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-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 Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber FILL CELLS STD. 900 HOOK t-- BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. �GIRDERTRUSS Ix Ix STD. 90° CONT. #5 BCONT. #5AR HOOK (�BAR r 2X TOP PLATE ME1 Numim 5/8"0 THRU BOLT v 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT wl (22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FORREQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI UPLIFT VALUE MASONRY WALL OR IS BASED ON INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID •` :' BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECOND H10A SECTION @ INT. BRG. WALL --'- •;� ::� � SIMPSON H10A ° (WHEN DOUBLE JOIST CONSTRUCTION '� `��` �'�`� w/ (18)10d x 1 1 /2" REQUIRED) (Not required if both loaded equally from above) N.T.S. NAILS Filler blocking ,- 1/8" min. 2" min. UPLIFT = 1015# 1/8" gap ; 2" max. }Small gap 4" max. Web Stiffener Fastener Schedule Joist Bearing Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H 10A _ Series I Depth End Intermediate 2-13d -2-8d INSTALLATION INSTALLATION ,z CI ®: s-v2" ' BCI 5000s 11-7/8" 2-8d 3-8d 14' 2-8d - d Clinch nails ti' --- - 9-1/2" when BCI 6000s® 11-7/8" 2-8d 3-8d possible BC16500s® 14" 2-8d 5-8d 4" MIN. EMBEDMENT 1) Support back of web during nailing to prevent damage to 1/ 11-7/8" 2-8d 2-8d 6-8d 3-8d SEE SCHEDULE FOR °o SIZE AND QUANTITY web -flange connection. Tight fit BCI 60s � 14" 2-8d 5-8d o OF FASTENERS 2) Block solid between joists for full length of span. g 16" 2-8d 6-8d 0 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. BCI 90sO 11-7/ " 14" 3-16d 5-16d 3-16d 5-16d ° 4) Place joists together and nail from each side with 2 rows of 10d nails 4" o 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or _ 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. �° y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 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 0 KNOCKOUTS) ALLOWED IN BEARING ZONES —\ DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer _,� Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ _ blocking and wall or beam below.* Joist 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 QY/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6� A 1Y" ROUND HOLE MAY 6 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1,Y2' 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 %" - *. r r Ar1iy 16" 16st Span (ft) €3 1'-0 V-11" 1' 2" i' 2" 1'-3' 1'-3 V-7" V-11" 24" 2-9' 32' 3-T' 12 1'-0 V-1" 1' 7 1' 2" V-3' 1'-9 2-4' 2-11 " 3' T' 42' 4-9' 64' 16 1'-0" 1'4. 1' 7 i' 2" V-T' 2' 3-2" 3-10" 4-9 6-T' 64' T 2" 20 TAY' T-11" V-7 1' 2" 2 AY' 3-0" 4'-0" 4-10" 6-11" 6-11" 7'-11- 8'-11" 24 1'-0' 11'-1" 1' 2 73" 2-5 3'-T' 4-9 6-10" 1 T 2 9-4" 1 9'-6 101-9 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. 7.1Y" 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. N.T.S. Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR °. a . • FOUNDATION INFO " a [+Tr11A r^I IKIMAT1/1AI \ Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap f 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height j� requirements �✓ 0.6 X Joist P p T�depth I -JOISTS BUCKETS N.T.S. GRADE v r— REINF. SEE PLAN ' A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @PIPE PENETRATION I; illl�lllllll� I_° 4 PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION C ° a jPVC OR SCH40 SLEEVE / PLUMBING I r— UM BIN G LINE 4 � ° SEE FND. PLN. /y SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A,, 4 a_ SEE FND. PLN. SIZE & REINF. c� � - o CD' o " t c aC o m K u' 0- cc p i 'Q N Y d£�' Boa cr_ v $ ;a d u d =d�CD c E rZ u 0 CM O N N 0 ��>,►utlrrrlr� �+ `+ LE �V,rF C•E•Nj'-. •No `'��'. -� PE7 7 STATE OF 44/: ��drrrrlaf;st��+ 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 Q a $ a N v O N 6 0 OD � � LJ; tJi. W a tANo wa w Co LL LL. z Z 0 V w 0 �' r &_ o •IONtO m jJ Q c��QjO'co it z W 7' ILZ OD it 0 w N Cl) U h 00❑❑❑ W z N z Z n a r_ N z � CD ii W 'U C) 0 .is Ory N �N c d = U "' E � 1 z� _ p8; u X c 83 — • Q 04 e, oto z w M z0 3 Z Z � LL C ccf C Z O } n ¢ o Q a p E E CJ aLL w z z® o a H N XJ 0o U O to �¢ UR Z f6 t a= o w= = ro ¢❑ �Z mf o0 Z m J "m }z 5 3 F o� Z z a0 �w �h v zl< a 0 3 o T > oo � rn m � N F— GO 1 L T oo T T 1 r Cr y T 00 T m 00 T— p LO ._-• C CN O a T E I T 04 iri O ° Z m Z E c a U � Q pW 0 JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. SN 1 v+ 3 N i CV cn� 0 0 J CD C'4 N2 i Ln i F`M i CN CD I CV M v Cr Cn O 0 J N t2 K) i F`7 CV 0 i v cn 0 i r C 0 a tz N N i v a 9 01 W E CL s 0 C 0 U J V t� N 0 N N v 0 0 ca_ N 0 v 0 0 Z w m v N 12 (TYP') VARIES 41%1 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER ----/ CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD, 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 2� FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER , P ° SHINGLE ROOF, SHINGLES TO e . P BE IN ACCORDANCE w/ ASTM - — °' P — c D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I ACCORDANCE w/ TABLE rI —'11tt Ptl I =110 FLORIDA BUILDING —_ CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � E- P 00 6 MIL VAPOR P I = BARRIER D • r COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —[�O.H.D. RECESS PAVERSz II �� SEE A/S3 OR J/S6'I I I 1 , I, I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S, S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I 2x4 CONT: I I' GARAGE DEPTH VARIES , GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. Zx STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR am., c G/S3 FOR ANCHOR BOLT INFO. I I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS r 2x P.T. PLATE �,P ASSUMED FINISHED ' ' GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN 2 FOR CLARITY NOTE: - *FOR BEARING WALL 04 W/ UPLIFT ONLY _ FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° v GRADE 00 E_— — — — a A TT� _ (1) #5 REBAR w/ OPT. -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E M 1 SEE A/S3 OR J/S6 --,- -1 i I I I I I I FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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 BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c 04 T ° 4P P . 6 MIL VAPOR BARRIER V i V i �V 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (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 X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 wl (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d MAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O,C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS /2�, � 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH 0 ELEV. -0'-31/2" o �31/2" MIN. �31/2"MIN. 1 ,— III it 11 A.F.F. 0 e . o v ° e �T31min) q 1!2"(min.)- 4" _ _ 31/2"(min. 4" a A. _ — — 31/2"(m n) 4" (2) #5 CONT. 4„11,1 ' 8r U.N.O. MIN. TYPICAL BEARING WALL an STEP I(@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=T-0" GOe' 'v c,0 ens• 2x STUDS @ 16" O/C X, INSULATION PER FBC AND ENERGY �/ �co U� FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. an K.O. BLOCK SIMPSON SP1 w/(10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED ZJ BAR ---�� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ksli.] FINISH GRADE °O2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy i ��� R 1 7/8" III I I I= #5 REINFORCING BAR —� III III iV z �m=�� #5 LAP SPLICE �M M=rl-r __- .... • .. .__...... • . COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM pm, = Imo-` — D1557)tTra'trrr —rrr4,'V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'.0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. e. 1/2" FROM SLAB J CONT. BEAD SEALAP INTERIOR ° • ° -31 /2" j, v! '.` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a ib •� j� st• c, —I M 6 MIL VAPOR BARRIER _ — 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" (2) #5 CONT. 4" rrr — U.N.O. MIN. � TYPICAL BEARING WALL @ STEP CC NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR c BOLTS 6" MAX FROM o END OF 2" x PLATE LU P U m g UjCn (2) #5 CONT. ON 3"CHAIRS SCALE:3/4"=V-0" \ S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 C-11 CE- WWF OR FIBERMESH r, E IA/I/,/AAAZIA_i (TYP.) 8" V-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 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 �7 - ° AT 24" O.C. MAX. ' CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN a — TOP OF BEAM - SEE ROOF PLAN ° A a' ° < A r it (2) HTS20 FOR STRUCTURAL T BEAM SIZE & _ 4y c CONNECTION INFO i ° 8 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A1S3/J/S6 zzCOP) 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. _j LU COLUMN SIZE AND BASE _,N o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM � S3 SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"1 TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL I I I -- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. r ' ON FLOOR PLAN w SIZE VARIES PER PLAN � 00 z GRAD i CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS `E > LU i FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 iy w SIZE AND REINFORCEMENT) Uj 0 • WWF OR FIBERMESH r, LU r I— LUo v • a ° BRICK PAVERS or SLAB PER LU 00 `f' • •' z • • z — — 0'-0" FIN. FLR. COMMUNITY SPECS `_ to - a w I 1TI—T 1T FOOTING iJ �I BEYOND r ,. . PAD REINFORCEMENT 3" MIN. CLEARANCE _....• �..M .y SEEFOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN S3 SCALE: 3/4" = P-0" SCALE: N.T.S. S3 N co . co o Z Li a L o C 40 V Cn CV m yr C LA_ d H ce O i y O fV L N O Cp co +t CV Y cu d > E t c LY V 3 cc 3 A°'040 a v a M 0 CV N O `,`�141l.48lfaxl�' No PE 7 ' 50 e �'.. STATE OF "'�lS 70 N A 1- E �;.�`. 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 !• o E N o v) S N O'�CO LL LJI. � u. a a Qy�v JILLZ ii U ZLL ZZ$o0 @_z; 7 NNE m 4 W o�F` ¢ m usW-Z�z UJ0W to N 0 2 ;n 04M U to F- VOU ❑�❑ = W cD z N M 0 z Q � U) m V) z � v Q +� �,, — � O Lu S cn Of �N c w m ~- J E 8 I I _ 2 z� o o� w z z Wo >ow1 0 �" W° z® o �l �z Z ao o ww C C < =U mo oo Z z ? [O w 8 3 o° �z W m LL� �p a wF o oLL < �� _� "� ao 2 T > 00 a; � LO CO 00 00 r T Y 60 V) Fn OO F_ 0 LO M Lo O Cfl Cn 04 Q Ln a) N T O o z m z vi E T r d U .j Q p JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. S3 (MONO) r W•1 I111 ,1 1' v+ N co I LO Cr C LO 0 -G J 0 N LO M I t'7 -1I- M v v Cr 0 J 0 N M I 1'7 N r" 0 L v _ v yyCn 0 i rn c 15 Q N 0 v a co1.2 a� E O x `v c c J t1 0 U J a� LZ N 0 S N 19 v 0 6 a M cV N 0 v 0 0 w x s M m -0 v (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.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" 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 PLATE —, INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES 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)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *** * a STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 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 SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED' IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE ;TENSION FROM EXTERIOR WALL SCE OF BLOCK WALL IS 21/41' TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. CJ`4 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 1 12 (TYP.) 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 FULL 8x8x 6 BLOCK SIMPSON SP2 w/ (12)10d \ �I NAILS AT EACH STUD \� — DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB IN4K0 BLOCK AT EA. STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g �F MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 -- --T--- - -- - - �T�f�l'Ill RN II-0 �IIIII IIIT� NOTES: 1O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED )CKING (TYP.) PROPERLY. -ROOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. IFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. ISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J LU T LU T O 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 4 4 8 ' a o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 8811 71" 58" 4111 34" 101, 6 3/4" 31/2"- ��/ SFF 100/L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --i O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4,9 SPLICE STAGGERED • MiN J-BOLT TRACK BRACKET W/MOUNTING ANGLE 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 V-4' (1) (2) (1) (2 (1)LSTA30 4' - 9' (2) (3) (2) 1 (2) (1) LSTA30 9'-16' (3) (4) (2) (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"x10" 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)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —� INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON /' / LINTELS , � SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 \ / TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 7=7 LU �g 0. 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL 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) )S (9335# SPF) IN. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. t & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM D PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE %— 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1.0" J-BOLTS @ 2'4' O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o 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 o S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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. CIA c 0 -o co a m� m IL r = CD C2 y " � Q N at y • s� d �. o" 3 � d d H a E �9 0 0 M O N N o ,�i1ii1111;�p� i � LEl4jCi i CO r No PE7 Ol�� STATE OF :�4(.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. � aE o F O N N N r 4 O n CN 6'Co �. 0 �,�N'°a M � 1 Iq , a. a - a LL LL ate Cry J z —v o 8 0 13 z t �v , two rr f0Nl0 m Q W K CD W Z N Z N m IL Z O U Ell Z i3 /n z z - N tna) z LL Cn (0 r,, �le U w s �0 �/ ! L N �N U � 8 ® w i x �. Q N 0 o w co cn o 3 Z Z < go Q Qa N V sLL z® 9 ra �E 1= E <� mo �z�< °¢ 00 z f- < z 8 W z Ui C -3 az �ow U m0 Z~ z m J y O Q W 8. ¢ ° z ao W T3 m oc o ao I_ I- �O az wa _O �O a zI°d 00 § c o T iq > 00 m B N CTfl mL CO 00 OTO � T �i T V C T OTO U) m Oro 4-1 4-1 C14 p LO M Litt C CD pGj Q � r E i N T y O o Z E T N r - m m a U _j Q 0 � JOB NO : 23-13115-13120 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 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 DETAILS (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9,� BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45"± 45• ± 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" 0/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)1 Od & 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 CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) I NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM Z RIDGE FASTENED AT � DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END i�i� "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN i ; i AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR �� ��i LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER ) i�S� -GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING i��� 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE i�i �� 2 16d () 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; �� N, NAILS ATTACHED w/ 1Od 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 10dx3" @ 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" 0/C @ 48" O.C. INSTALLED PER MANUF. °� I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10d 3" 4" 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)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 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) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING c0 0D NOTES AND AILING INFORMATION SHEATHING DETAIL BACKNAIL w/ 1112 11, (2)16d NAILS WOOD TRUSSES `° 00 c0 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 10 ; 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 Wl (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 R () 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 51/2" 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1O/S5 (-WOOD TRUSSES "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/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD DI]CONNECTION 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU 2x4'7' ON TOP OF PANEL I 11 -11 EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C L— 2x4 BLOCKING S (2)12d TOENAILS NON - LOAD BEARING LOCATION D B.U.C. SAME NUMBER OF ROWS SAME SPACING ) T� SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 -- ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE 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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • w `BRACING w/ (3)1 Od 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.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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" - T-O" T-0" - 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L ` DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9c� 0 CORNERJACK C7 Y a w z a OO HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILi SCALE: N.T.S. ). 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C7 GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 11LIP4 111 191111 I o NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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)1 Od 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 C" 0 N c U3 o d :► W O a� z c cowN m x Elf y H O -or � N Y d E s c � d=Q 3 cc eo y a> 'jo o �o � a N E o d U 0 co 0 N N .`��G�;� • �.� C•E•N 8**� Z,, "o, • No PE78j Z (�Z STATE OF :4� U.•• V. f.` 90 j►e�it�,tirt� 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 seat. 0 1-S 8 S u �_ J 0rn °N LL LL 0) (n r` r - u. W N C"! v (L a wa Q cLLu- Z Z = 0 Ta o Wi £'cNtp m J Q W (°n2pO' J0W W Z N z U = co �w (V U fn F- (5 L) r7 Z W U z N � z z v J N - � o 0 wG) S In Of NR = .. alr W ® ~Ls =� U $ C 69 Q � • Offit o M C7 J i � ¢ Z Q LL n W� ��<� Zo a 0 E V ow z z® on (6 F— r0 < 0 so w 0 0o z o E VO a¢ o &a Z vo y <z �U mo oz ZF za) m J � .2 m <ro aw �Z 8 3 2! go W CD CD �w pp a0 �- o �Z �w as 5 ;o v a= `I< 0 3 C o T N >Op 2 � m N F— cc 0 CO ". oo 00 T— T V T _`� 60 T o 00 T p Lf� :!L-- CM Lf) C N O O Q) Q � LO Cfl r y m L N T C:)? o z E T y 0- U Q JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. S5 ' 1 fir ".I 11 1 1I. VINYL SIDING INSTALLED PER MANUF. SPEC'S OSB OR PLYWOOD w/ APPROVED HOUSEWRAP CONTINUOUS STARTER STRIP - SEE INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION METHODS, HOLD 1/2" BELOW TOP OF BLOCK WALL WEEP SCREED UNDER HOUSEWRAP CEMENTIOUS FINISH CONCRETE BLOCK WALL VINYL SIDING TO CONC BLK 2 STORY MODELS SCALE: 3" = V-0" FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS 12 G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO ROOF SHEATHING SEE BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND INSULATION P FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2 GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP, @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE SHEATHING JOINT co DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS - LU w VINYL SIDING INSTALLED PER MANUF. SPEC'S 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J D w COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED w/ 8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA w/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA E4 �, S6 S6 SPACE INTO APPROX. EQUAL AREAS. ' FLOOR SYSTEM 1 METALSEAT ER PLAN 1 O 1 PLATE 1 1 1 1 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/7GYPWB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT —E NOTE: LAP SHEATHING TO BOTTOM ARCHITECTURAL FINISH OF BAND JOIST TYPICAL (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE E I k7- 4 iv F7T= :0 'e e Q 4"\ .. I . FINISH GRADE00 M a \ e. " - 6x6 W1.4MA — • , e WWF OR FIBERMESH _ — — — e ;qr= g •eWr- �� STD. 90'HOOK " (3) # 5 REBAR ON 3CHAIR T`— (SEE DETAIL) W/3" MIN. CLEARANCE 4" V E TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO STUD £ _. _ _ . ...__ _ _ . ._- -- _ • _-• •- 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL- *SIMPSON LTP4 wl (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)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION FEND SHEATHING TO )F BEAM OR GIRDER 'TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION 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 INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. 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. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 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. RIBBONS 15/32" OSB t EXPOSURE1SHEATHING PROVIDEBLOCKING AS REQUIRED PE oSECTION X-X I 2 _ NOT FULL co HEIGHT SHEET - II II 'All Z II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I F T II —7 it 15/32"OSB EXPOSUREI F f SHEATHING w II II II 2 SOLID 2x III C III II II II I BLOCKING @ ALL C SHEATHING 0 EDGES (SEE II OPENING SECTION X-X Q. II C III x II II FEW 23 II II x E _ ZxSTUDS WBEYOND. II III II II II 'nIII IIII SEE PLAN o I I II II II I I O II Ll 111 11 II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 3/8" "S" = NAIL 3/8" S6 SPACING V I S 3/4 S 1/2" 1!2" S 112„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) 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 __°_ '?•..e d. A.. . . e .�•� •. T�I —I11 II :e. Vie. I IIV (3) #5 CONT, ON 3" 8 III I l i 81—III—t l r 8 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION KS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING 14 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 @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r�1 sF� oIV N 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.) �o�rFR FNu,1C 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 w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ys". y z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © 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. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. C n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL �H� O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q ra- O (0F t; 00 m LL :X' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O o MEMBER IF GABLE END c ( " 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 1 (2) 2x HEADER SEE PLAN S4 0 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 SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 ' CNI ..e III=1 MIF —1IIIII 9 • - �II,IIII � -.. III-1 I i= (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING LW m • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4' 9' (2) (3) (2) (2) (1) LSTA30 (3) 3) (2) (3) (2) LSTA30 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 00 112-1 IIt ll q @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. N N 0 > W z V M M m -moo K o u N !O O ► a� CU a E t c 3 cc 3 '- °W d ca w E c a � N O N cl' N ```111iitltltl�/ i o L E I vk ••��G•E.NS���'U��': •�'��' ••No PE78750 -• STATE OF • 4Q O R 1 P .•'V ��.11tttZti�, 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. 4 p F O pE Nyy Q O N J g V N O C �i ik Epp J 0 n-0 LL W M My a a a a� �LLLL re z _ b C j 0o Z tmo o3- m ' m v J W - 0 C w Z ch Z y ILW CR z �U ❑�❑ W z N � Z � z C> _J — d � 0 N N 2! Q11' o 4— W U 0 w g l/1 c tr7 CD U c �— E ® LAJ J c $ � I c 8 Q 8! N o < w M J N 2 Z Z E wo >m < � Q E�o 0 oLL Z® \ 9 rD 20 U0 z o o cfl � oa as o¢ wZ I o �w -0 z m h� aw 3 � am �Z <0 W T O O� g 0 U m w F k -io J o w? � M v 85I a � o 3 c o V_ M >C* T i. N rn m � "qzt04 0 CoCo M L M 00 r 00 "r- LO r T � T 50 U) m 00 0 LO += M LO CD (0 04 < LO � T ai E CV T iri O o Z Z E T-Cnr �? co cc a o v U _j Q 0 J JOB NO : 23-13115-13120 SCALE : AS NOTED SHEET NO. S6 (MONO) v+ 3 v N co I Wj v C Cr Q I J N PM i T M I PM i to 1 CV M v C Cr cD i 9 N t•M rn M i M M CV 6 v U) .a v+ c �C F-• Q N O v a N E O v c c J O_ 0 0 U J a> LZ N N 0 ai O 0 0 a N N O v 0 0 W m -v v v N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D i-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED I 2x� I DRAFT S P 2x4 PT NOTCHED INTO\ STRINGER AND TAPCONED2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS / AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING / POINTS \ _ x4 GLUED AND NAILED TO STRINGER E _ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 4" = 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER I \ J-A 1-1 ALIGN THIS STUD WITH FACE OF 2ND RISER / TF I � \ 2x SYP CUT TO FIT 1 I BEARS IN WALL I ---2x12 SYP BEARS IN WALL I \---2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL — — DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN T" 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 / -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 I ROVIDE MOISTURE \ PROTECTION / ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ �' X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF I \ STRINGER i- —_ 1x4 GLUED AND NAILED TO STRINGER �S! x4 DRAFT TOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT ' STRINGERS G BEARS IN WALL 2x12 SYP BEARI I IN WALL I I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A3�OR' LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ WALL 2x6 SYP STRINGER \C / \ 2x4 SYP BLOCKING OPTION: 2X4 CUT FOR STRAP BEVEL GLUN GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU \ (14) 1NAILS)d x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D -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 — AT STRINGER CONTACT POINTS SCALE: 1" = T-0" `j-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix4/GLUED AND NAILED TO STRINGER .KOR DRYWALL SPACING H - - — — -- i SECTION VIEW "E" E SECTION VIEW SCALE: �" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK 2x8 SYP GLi AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 \ DRYWALL STOP NOT SHOWN / SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING F-1 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) R PLYWOOD BELOW ALL NEWEL POST OSB O OR 1 R PL16" W FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" SE CTION VIEW SCALE: 4" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X STRINAR 2X BLOCKING PSON MTS12 w/ I 10d x 1 1/2"AILS 1 3 D D OR t2X BLOC1f.ING 3 RISt43_ ECTION VIEW "H" SCALE: 1" = 1'-0" arf N C O -o C3 �+ a" c- - m v x LA- CL- y 10 co 14 -0 2:.0 N d O <O a3 CU E — c ds_Q rs 3 eo L os L dC O w a� H c E 0 a � `o N N N 0 No PE7 50 .LU: �•' STATE OF U'• , lS �y . • t.� `� '11i'11ISt3' 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. � I� gg o O E n N iN �sm O ' V 0 Y o.oc Do '� LL LL iii d) r'nrn� LL W Q rNiv Wa0 y J LL LL p Y z 8, Z z� yY _ Lu CoQ ccr- 0 W Z ILW ���z � C4 Z U X N OU ❑❑❑ W Z N � zip Z iz- $ Q) Q N N f7 Z C1 � G CDo W O W O N �N C N = -41 ® I— N W J t 8 i c CS IV Q N 0 �Q oz W o a � Q N E C1 E 8 =o g O - z❑a zo Q Z H ro x� °O O coD pF Q Z O Z Z LE W CU m O Zw z J < W �z R� S2 3 ° �o ¢ o az W m as ~a a� �3 o w ;o M v ila � F o 3 c o� E2 >� T ai NO CO T n' W Co 00 co T LM r T �i , T 00 T / /1 m 00 T O ^ J La +-• (M L O N O M c6 Q 04 N r E E ' a U -1 Q p JOB NO : 23-13115-13120 SCALE: AS NOTED SHEET NO. S T .� i. � I _ - - - -. _ I — — I - - I I I 'I i - I , I. -- I ' � t -- - ' i f.I,I. 1 1i- 3 N cn I N Ih LL7 c m 0 J N PM i ff+� i rM / N GD Cr i M V v C V) 0 cc 00 0 J 0 N I•M M i N N 0 v cn 0 3 tR a N 0 CN a E Cl)1.2 E r✓ v c C J d 0 U 0 2 LZ N 0 O 0 0 a N 0 0 0 0 0 a7' z w M m 1/2" DRYWALL DRYWALL DOOR JAMB (REFER 1x4 ( DOOR JAMB 1/2" DRYWALL DOOR JAMB REFER*4"2X8 UNACCEPTABLE INSTALLTIONTO (REFER PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONAPPROVAL MAX. 8 ♦ DO NOT DO THIS ♦ PROPER INSTALLATION ♦ 2"x BOT. PLATE W/ (2) 1Od @ 6" o.C. t1x4111/27 FOR CONN. APPROVAL FOR CONN. 1x4 C 1 X 4 1x4 P.T. C L ♦ ♦V ♦♦ #5 REBAR (TYP,) ♦♦� ♦ ♦ 3/4" PLYWOOD DECKING GLUED3-1/4" ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d @ 4" 3/16" 0 X 3" LONG FURRING FURRING LONG X 3/16"0 FURRING TAPCON(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 TAPCON @ 16" O.C. &BLOCK@ STAGGERED @ 16"1x8 P.T. FROM EACH END w/M. SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST, ATTACH � ♦0 ♦ PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL ♦ STD. 90 HOOK (TYP.) ♦♦♦♦♦ 2x BAND JOIST W/ FACE NAIL 10d ANDERT. ACE 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) ♦� BOTH CELLS NAIBS 10d @ TRDSS V, WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCTJL:71 L 1::71 METAL SEAT PLATE DOOR JAMB REFER 1/2 DRYWALL O.C. & 4 FROM ( APPROVAL FOR CONN. 1x4 7/ NOTE: DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT E DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" �♦ �� LAP SHEATHING TO BOTTOM OF BAND .v TO PRODUCT 3-1/2" TAPCON 16" ♦ ♦♦ JOIST TYPICAL APPROVAL FOR CO)(ZP'EDG x @ (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH ♦♦ f FURRING TAPCON @ 16" O.C. &END w/ MIN. 2" EDGE DIST. 4" END ♦ ♦ NOTC FIRST COURSE @ SIMPSON HGAM1OKTA @ 12" O.C. FROM EACH w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦♦ +2�� ♦♦♦ w/ (4)1/4xl 1/2" SDS SCREWS .. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦♦♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ♦♦ ♦♦ TITEN INTO K.O. BLOCK +5A FIRST 2 COURSES ♦♦♦. .♦♦♦ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATIONFILLED PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1St4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 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"x1 1/2" SDS SEE NOTE 1 BELOW ° 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" 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 ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION r •• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I 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. BRG WALL TYPE -7-- I �� PER PLAN I I 1-3/4 TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW-1--Nf---L L CONT VENTED OR SOLID SOFFIT ° x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2CONT ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 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 4Y," WOOD ) () NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. - - - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON C. HD AXTITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. SCALE: N.T.S. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 5'-011 SS JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND OlLf[NISH FLOQR 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4 x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ ► B-B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ► '� • ►:. - — --- - -- /4" MAX•.. 2'-0" 8.. STRUCTURAL SOFFIT ° #5 BAR �. ► I. ► 1.0 • • ' CENTERED W/ D• ' ° BLOCK HEADER T TOP BTWN. ARCH 5 12d NAILS SIMPSON S F01 D' ► • •. °► H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = ** ( ) FOR ALUMINUM SOFFITS WITH SPANS o ► ° KNOCKOUT / iv 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER 21 ► •� 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA ff ° CHAIR BLOCK r ° 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 BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • s ► 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 Z TO BE INSTALLED '-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO T-6" 2X O�FRyq ° STANDARD BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. • Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4E + + NCr (2)10d NAILS @ 8" O.C. N a 90' HOOK c� #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' 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 .° r THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + Sk ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY rL BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SLE: 3/4" = V-0" CA SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . . SCALE: 3/4" = V-0" 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 EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ROOF EXTENSION M #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3"COVER g -0Ir SCALE: 3/4" = 1'-0" SS 0 (EVERY OTHER ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP ''� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c. SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e ► ► ° LU A c a REINFORCING AS FOLLOWS: SEALANT o 1/2" NAILS TO STUDS & 1 FLOOR PLAN FOR () - MORE INFO a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e p 5/8 DIA. ALL THREAD ROD " g # x ' EMBE D D INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o , — EPDXIED w/ SIMPSON SET _ , EXISTING FOOTING (2)#5x6 INCONC. * ,�,�`'�'� COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & FILLED CELL SMOOTH. DO NO FURROW. ° o ° 3" MIN. EDGE DISTANCE c"'�I DRILL 3/4"x5"MIN. HOLE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - D T F) PLACE U L 0 0 Q C G 0 NOT GRADE ►. . ► SET BAR IN EPDXY MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP C G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i" ° ► REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. ► r)< \ 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 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16 " MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING ;;,b FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" I o > W � 9 �C c0 V CV cc cz) d d d=tea Li'3 m L '4P a � T �0 aCj 0 M CV O N N `�%�� p,. LEIRrk� � %S�o .-* GrEN,9 .N✓,op # •. g No P 750 ' " -33 STATE OF '.41j O. ,I� 0 R � O �• . ��•��• "—�,%,%%�� i�SJO N A1. i1•I1f111110, 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. M, E 9 N N N O C a) I!) 2 *k LL LL M a LL aul d Q JLLLL a z Z 0 JW's 0 T. 0 @ C Fa O 0•, 7'0 N (O m J Q Z W r0 & 0 J IL Lu LO N M Z y r Z O V ❑El❑ W CD v z N z Z � o- N C1 o i--1 � U O w s C N W � E $ r I 2 t N o r Z M J p LL zo W° >N <� E U Z® 0a I— r6 �a o � p 0 °¢ Z tc> rp �> a i r w z _ ra W o m op Z_Si0< m N J yo aw $ ~b O ZZ W N � m o� a0 �w y w =3 0 7 IIIIIIIIII' M w� 0 a= 0 o T > QQ N 0 CO T CD ' L T- T_ 00 LM = r 50 U) m 00 CM LO C NO CO C::, M cv Q LO c$ E N o Z E T N r E w m o. U 0 JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. I "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 USSES TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT T-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAYBE NAILED EACH DIRECTION TYP. 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 NAILSWHEN WH SIDE w/ (3) 12d NAILS WHN 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. �C 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 TB4 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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 DIRECTION TYP. —, A CHORD AT ALL HAND FRAMED AREAS TYP. PROVIDE 30" LAP SPLICE @ F.C. REBAR. } ROWS OF 10d NAILS @ 4" O.C. —FLOOR TRUSSES @ 24" O.C. MASI SEE M\ 17d T/'1CAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B MASONRY W� SEE FLOI PLAN FOR MO INI STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 4"x3" TITEN2 SCREWS @ 16" O.C. /—TRUSS OR / ROOF SYSTEM ICI DOUBLE KNOCK -OUT TRUSS BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON LUS26 w/ SHEAR TRANSFER SIMPSON HGAM10 @ TRUSS" TO LEDGER & EXTERIOR. WALL 52 4'-0" O.C. T& B (4) .148" x 1 1/2" SCALE: 3/4" = 1'-0" FLOOR ATTACHMENT 50 LEDGER DETAIL 51 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-1 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 TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING r3 4L WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING K2 SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT gul II off r f- 'i o - = = s lol —�r SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" TYP. 0 0 I o O I SPLICE o 0 0 2-4SPLICE BEYOND PART. ELEV. VIEW 1 All n r 1'-0" TYP. 0 0- 0 2'-0" 1 [NJ LEI LEI LEI E It [on I W (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. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. --,, PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE-7 OVER PARTY WALL STD 909 HOOK 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/ 5" 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 kP CH FLOOR TRUSS FOR AN AREA < 1000 S.F. 0 TE 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 (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. —� RG. M w U J a Cn 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. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W1(2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER 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. WB 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 0 BE NAILED W/8d /—EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE —STD. 909 HOOK FLOOR TRUSS FOR AN AREA <_ 1 (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING 2) SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE ( @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOI? ORD BRG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER, FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) z J �a _ U) N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'_0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"= V-0" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQUI TREATED,' SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE 70. PLAN SEE PLAN TOP F WIN W Li WINDOW PER PLAN 8" C.M.U. WALL 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 AEG `f' F.F. 00 VARIES WITH SITE GRADES = SEE PLAN T 3 #5 CONT. 2011 TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 ers e� Uj � G W Y r O 2:— o Z =�co N C W d N cc C Es o .d �1j.=5M E a � J M N 0 N N 0 O O� . • G No PE7 0 • 13 STATE OFlo. Al i, �loY)11111�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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q O 2EE � N P 0 � 6 C 7 °0 » LL f of c'o CLL d d Q JLLii I - Y Vz 13,^ 2 11 L m 0 0 '@ N f0 m W Q Ii tIL W J Z N co H _ U ❑❑❑ W V M � Z N o z 0 N Z n n M N z LL T Cn � a • U s N " c� -91 A r- U 4T W J P.-Ely L 8 z = U Of (n < 09 8 m o a w Z J z� � � �o >� Z. 0a 0a a c !(O o E p 8a uio 0 oa < z <oww o 0 �w _@ <om2 ¢ �UZF- 0 z�` m J a� :Z g 0� g0 W ?� m oLL w �o a Tw �� ow =3 �.0 v w a O zl< 0 3 o T > 00 ui � � 00 T 00 Lid T t"— T CrT V c"i r � 0 L17 cM LO 04 T Lo C T ci m Y 1 N � T 'vi O o Z z E r a c0 ¢ o JOB NO: 23-13115-13120 SCALE : AS NOTED SHEET NO. D 1 L - _ L _ ---- - - THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 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 "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER r RESISITIVE 1 BARRIER JJJIII TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -11 OVER RIM JOIST AND UP WALL BY 61N. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL r1 COMPATIBILITY J SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS NAILING FLANGE WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ITA 1 / DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW - SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asO# 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 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary .SLOPE a < V 4" PER PLAN V-0" PER PLAN SHOWER SEAT SHEATHING r\ 1 SELF -ADHERED FLASHING 3 MIN SELF -ADHERED FLASHING OUTSIDE CORNER r U) m DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of 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 SUBFLOOR 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 RIM JOIST 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. 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 2 O 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. SELF -ADHERED FLASHING 1!lLCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER JIM 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the 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 the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and VERTICALLY AMINIMUM 6" RELEASE AD ESPVEASSHOAPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM 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 2 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 1 6 are 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 2 7 subsequent drainage. 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. lot INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAM/DMA 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. -7 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. Water Resistant Barrier 7.7.At built-in gutters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 � I I I I I I I I I I ------------------J D- `r r ad PLASTER STOP co CONTINUOUS BACKER LU ROD & SEALANT L1J w = Ir Q E w �° A Cn FOUNDATION WEEP SCREED jI---STRIP OF SAF I -DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER L3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF -- I ---- ---- DRAINAGE PLANE WRB I I n BOND BREAK WRB I ry SF LATH I I`-------------il-1 I ER STOP I NUOUS BACKER ROD LANT 4TITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster .� - 'i�i-V9 _ - • • _ • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 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 M N_ !- >G- � o W 7 a=o N A O �.- N Q SL �CV N E t c v ' cc '=dam Ic Cc a. (^M 0 N N 0 \ P• LE .k0 �•GQ•'•-.�G•ENSF.GL . No PE 750 ' �-0 .CC � '.• STATE OF r 1!;rifi1111%1%\ 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 structureI engineering portions of the drawing pages bearing Engineer's signature and seal. W E S Q O N 8 N co O - W LL �Mv� LL d W ni a Q J ii li z 0 0 0 CILa Z 2 M v o o «� o - -(a N m J Q WN�p � � 0 Z Z d qQJ M Z U y F= (V Z O U ❑�❑ Z W U N M o g Z -co Z C. C. l/l z cc Q) Ch 4-J cn " r6 w •U o .W O-� w g N c Y En W J '- - E 8 I I x� = r U 5 H ¢ • N Ib NJ w to Z g LL _ zo g o Z Q S Q a O E V E WLL z z® oa (D H ro q s� W 0 �O Z O E N �o a QZ K WZ wg �� cn Ca o� o, Z Z m U5 .2 <z g7 ¢ ° 012 g 2 W VJ o �- 3 °� Qa az �w �z Z F llllllllll' o J w C7 ao `r zl�d 3 3 c o r- w > 00 m E co T • L CO 00 T 00 r T T 1� Y U T T OTO ////r v J m OTO CN F-- p LO co LO CO O O r �a T N E E I F T C5 Z Z E T-r c6 a E U J Q 17 J JOB NO : 23-13115-13120 SCALE : AS NOTED SHEET NO. HURlR/CANE Mounting Brackets 00 Gauge'�,� 4-112'x4112'x2-12" 3"Ic�T TT Back Cross Support (May be cut to W) See Anchor Schedule / Right Bracket (16 Gauge) 112" Lira A325 Galt. 1`1 g 1 T 01 1& # 14 Self -Drilling Strews 1 a��sya tt'3 A/C Unit Bottum Edge • Hurricane Strap (Typical- 3 in front) Washers Front Cross Support Self-l.ntking Nuts (May be cut to W) Left Brad(et (16 Gauge) 11114 Self -Drilling Strews 7hru Brackets IS Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each Side for hurricane use) 5p.cJw. untsllzuun ansuluvrru sic 1r.0 ." wudn real Huln-w :Aar f 4- . Raked Sol Daawing av&AAde, upon replant ( &S rd1 applyl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail age, an 12ne2921 ��v "��*.e�-Y' ,. ..v,..'.4,l .� 5P`.:; ifr\,� k .."rk�t ,3�w'"'„'i��.�'� ZY �"i'b"yt- X T..Ewi err w k:{.x a Jy ".qe A tr..,. lbtF;r• "15,.a._ .f � (va� � ,�;ti�� r-� F 99a S tit 2111 Delta laydr a pgt Ioal vanilla,alum Er a6 es a llama. Validated SirYgll SdamIm FSC A -all A,-,,d slim Aelnnatkn 2020 Shed Vant Product.. 1. Mkhael Graham Hermes F N,erO P.E Locke Bowden PE 121ill 13'162D20 1?1182020 Approved Calegory:9eunurel Component. otm "1-8366 PE-737TO (334) 300.1800 .7PreWds Introducedes• Rem. of M1.6 madvantcan Nee Technology Conpll-. MalhM: Evaluoton Report tom. Florids Reglamrad ArditteOt a a Licensed Maids FLOMM -Ra products Rulessinal Engineer la1 ReAwfi YedeL laarber a IMnu. Dinar Asorara ffi Caved p-1mlrallon Ascended Star Us, Approved Dah In HWZ Outside, for Use HVHZ imn a fit" promm 1 SmanVell NI 01540.510 DWI Funabn Flood and Ventilator, Verdi 121J12023 Yea Ya NfA f/00A'I00 2 sff,,fVWt MOM#I 540-511 Dual Function Food and VeMfaboa Vent 12/31=3 Yes Ye' NIA *1"100 3 8-tvnl Mood 91540. 0 Insulated Flood Vent 12/312023 Yea Yea NA +1(g4100 4 SnadVnt Model #1540.521 insulated Flood Vent 12MIM3 Yea Yes NIA *1007.100 5 Smnvnt Modal #1141-124 Id Wet; Geroge Door Flood Vard 17131=3 Yes Yea NIA WA 6 Snur , .0"#1540-570 Wood Wall insulated Flood Van( 12/312023 Yes Yea WA * 100l--100 7 Sm.,tVent Modal #1 505T4 14.5&qud; Garage Doer Flood Vent 12/31 Q023 Yea Yea WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge 1 d1 U142021 P rsgge 15d64_4[ mite 1�4 090Pinang 14g! Y>daD tlalui�tuut conecd 131aaneral_a.na Y�Y.i{ffi91L Magog iwxom f15Pgamat bagm-.29 ate. ReWsbn 2020 Drexel Meals, Inc. JaOn Shumate Zachary R. Priest Locke BOe'den P.E. 0an02020 08N5/2020 OB202020 I0A I'= Approved Category: pooling1502) 303.1511 PE-74021 1334) 300.18D0 SrbCatagorir, Metal Rodin g Iahurnst.@ciar at.ion, Comfalisice Ma4ho2 Evaluation Report mom e Force Registered Archked m a Licensed Florida Professional Engineer IFILM1711176,11121 product, Du lkV A..W-. Approved for Ow APProvedfmtat.. Mandl eta # Pro" MppM, Nurnlar a NYfN Product Dmilpgoin Cmb.el Eminatlon ode In HYHZ noliiwt )aleeWLt 1 Drexel Metal Roofing Systeme DMC 100NS, DMC 15OSS, DMC 1755, DMC 200S, 1,n12D25 Yea Me NM •01-180 DMC 5V Floc da Department of Business & Professional Regulation Pura 2 d4 Building Codes and Standards 3R= Product Approval Application Detail Mtyn�'� - t. l!e"cF�.>;T -�. .'..`� >.r=c-'.��p'd'; ..., �e `P >r"`.i ,T.+-,a-_-r'�.'s..r- _'--z, y noon Sonya Gffif Rau Gil Pffi,Iam 29 11MI Vw i- Mauelaguil r C9daH FAldnaer a uara. VWkik d& i F9CA--,f gpgrgyed RMMon 2020 Theme-Tru Corporation Steve Jasperson Lyndon F. 6dlnidt. P, E, Ryan J. Kng, P.E. 041152021 12031202D 04222021 O&VI2021 Ap)mo©d Category: Et nor C.- (8001943-T023 PE-43409 (813)767-6555 SubCMagory: Sdngng Eftetar Dom AssembllN alesperaen@Mrmetru.< Comptlanoe 1111.1had; Endilaticn Report ham s om Florida Registered Architect or a Lkansad Florida FLNZNI0.R& Prof-lan it Engineer produces Beef RgMret Yana. Number, Nwca 9uelg[Btit[aDgt i� A.agvadfar Use Anproved in XVM7 Outta for Use h MVHZ Imot Deelgg j?geyggte 1 a. ThermaTN Fiber-Clasalc ad Smooth-Siw Nmnln.l e16#39b 8qud:krpectio u 9; Opaque 12(312028 No Yes Yes WA Cmnpoete Edge Flbwgass Single Door dnwiny0utswing; x catrguratbn) 2 b. ThermsTN Fiber-Cesac and 9nrodh-Siw Nmninal 89"A dWotin"OlAquot: opaque 12/312028 No Yes Yea WA Cmnpce" Edge Filargiea Single Door with Siddlae(a) (IrnWng/Ouhrdng. XO. OX or OXO cont9U'alImi" 3 e. Therm-Tru Fiber -Classic and anOOM-Star Nominal 6&039W ;8 a,d;hpadeuqum; Opaque 1N312028 No Yes Yea WA Compost, Edge Fiber" Double Door with or, without Sidal.a 0nsnny0utswhC XX m OXXO 4 d. Teeme-Tru Fiber-Casac and S noolh-Star Nmninel 1180390 &qud:l paol&qud; Opaque 12/312028 No Yes Y. WA Composi Edge Rbwgyass Single Dom dnxNnglOutswlrg: X cmargunamn! 5 e. Therma-Tru Fiber -Classic and Smooth -Sur Nominnl 68#399aqua;trped8puot Opaque 1N312026 No Yes Yes WA Compcdte Edge Flbwgiea single Door with Sltlellws) linviwngiCuhwhg: XO, OX or OXO ccnlauralkns) a I. Therma-Tru Rbw-Classic and Smooth -Star Nornlnal 8a0390 equal; arpectLqud: Opa due 12(312026 No Yes Y. WA Cornp.n. Edge Fiowyass Double Cam wN or without SidNtae Onaw,ng(Outsmg XX or OXXO configurations! 7 g. Theme -TN Fiber,Casae and Smooth-Stw Nominal 68#119:8 ep)d:I padiLqud: G)oz.d 17f312026 No Ya Yes WA Cmnpcete Edge Fiberglass Single Door 6n.Mnyout-1.9; X.onfigurapon) 8 h. Therma-Tru Flber-Cks.It, end Srnodh-Star Morrill.] 8WMA &gxd:hipedAquet: Glazed 12/312026 Me Yes Yes WA CanpoWe Edge Fiberglass Single Dow wth SIOell e(s) (Inswi goulswing. XO. OX or OXO -112u-etan.) 9 1, Therma-Tru Ftm-Classic and &roar -Sir Nanine168#U:6 &qum:hpadBquot: Glued lvai202& No Yes Yes WA Conpoirm Edge Fibw{pss Double Door min or without &dal.es (InsWng/Outmng XX or OXXO cmtgaationn) 10 1, Ther-Tiu Fiber -Classic and SntOdh-Sher Nominal OW" hwetom; Glazed 12(31rl= No Yes Yes WA Composts Edge Fiowiplaa Single Dom OneeindOutw.i.g: X rmfiguration) 11 k.Thwms-Tm Fiber-ClasMc and Smodf-SYr Nominal e'pecyd;h"ct8qum;Olezee 12J112026 No Yes Yes NIA Cornpcaf. Edge Mbwgkae Single Ducar with Sirblie(s) tlinwinglOMswhg; XO. OX or OXO =lower 91 12 I. ThermtrTru Fber-Classic end Smpoth-Star Morning! 6110391.0 Aqud;hpeldBquot: Glazed 12/312926 No Yes Ya WA Composte Edge Fibwgtesl Double Door well or without 5da tea 0-ino(Outswatg; XX m DXXO cmltgmatimi.) 13 mt Therme-7ru Fiber-Casac and STrpM-Ster Nominal 66#39;8 krimir peCtBqud: Giazed 12/312026 No Ya Yin WA MoldetlCpn ComPosta EdgeFb yeass Srgle Door (he,"Ciu wing: X cadigumbon) 14 n. Therma-Tru Fiber -Classic and Smoob-M.r NmNno 6flu"A &quet:lTpneltiquot: Glazed 121312C25 No Y. Y. WA Molded Open Cmnposda Edge Rberglaa tingle Dam with Glazed Molded Op. SdeR.(.) (In.Mng)OO-1.9; XO, OX or OXO emiligurNkn.1 15 o. Theme -TN Filter-Qaak and SmeOdlSter rbminal e41039;8 e,qum,,lmpactfil Gams inir s No Yea Yet WA Molded Op. Comp,'. Edge Flbarlikes Double Domarktl ererehout Gazed Molded Open 9deR.h ianlwing'Ovtawng; XX or OXXD configuraeonsl 16 p. Therms -TN Fber-Cassia and Smoob-sear Nominal G&SMA &qud;ImPad&wd; Opaque 121312026 No Yea Ya WA Composite Edge Ft2ergiam single Door Wth Melded Open Sdaltv.) (1-in clout -nil: XO. OX m OXO conlouall"s) 17 q. Thwm.-Tm Fler-Dasdc and Smedh-Star Non4nl 68 &Wd;lmpam&quok Opaque 12/312026 No Yes Yes WA Composite Edge Fiberglass Double Dom with or without Glazed Moklad Open Siddre. I lneMn"tseh0: XX a OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pegs 1 di I,Q'ID21 h # �7x .� �,i �-fv 54.�3K t�'Ts S�r�, , ,..:r .- _ x r� ',.� r-. ,-, .ter .� ,�._ yr f.. r'• . 9011111, Erth, a 20 20 Gil87oYhe G61 mm version IN9B4lacifixer caMad EnMnawa Lkermvalidated by Submitted FOC AWOM Alamo t R"910n 2020 PGT In dustif. Jns R.-stir Miami Dade 8CC0-CER MaM-Dada BCCO -VAL 11/102020 102612020 1124r= Apprasd Calgary: Exterior Dona (941) 486.0100 176a) 315-2590 Subcategory; Siding Exterior Door A.".e Irosowakippgnndumiea.c Cmirplinmr MW d; Califtetlon Mein or Listing FL•g&Y-Fill Praants QUSRrewalmx Ameniyedtheir the AoorowdFaDoe IMM pgpm &at Rod d HMG. Nuaar, Name g pp C,i6ad armlrell,a Data in HVHZ Be9�ol g1aB,Q 9 SGO-5570 {Large Msdif Impact, Vary) Siring den Door 041142021 Y. Yea Y. WA November 1, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 Cate gory/S ubeategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3l/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 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 Standard Performance Sliding Patio Door FL1824 +40.0/40,0 psf 2/16/2032 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG Mi Windows and Doors 3540 Single Hung FL17676.11 +30.0/-30.0 psf 4/12/2027 MI Windows and Doors 3540 Series Fixed Glass FL17845.1 +35.01-50.0 psf 4/12/2027 MI Windows and Doors 1620 Series Single Hung Non -Impact FL21637.4 +35.01-47.0 psf 811/2027 MI Windows and Doors 1620 Series Single Hung Impact FL21637.8 +35.0/47.0 psf 8/28/2027 MI Windows and Doors 1620 Series Fixed Non -Impact FL21639.1 +55.01-55.0 psf 8/17/2026 MI Windows and Doors 1620 Series Fixed Impact FL21639.6 +55.0/-55.0 psf 8/15/2026 PGT Series 5500 FL239.2 N/A /3 ! 0 7 0 2 25 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 1/28/2024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 3500 HP PW FL17845.5 +70.0175.0 psf 4/30/2026 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 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 N/A 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 +54.21-64.2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116t2025 B. UNDERLAYMENTS Tamko (fox Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/1/2026 Plyglass USA, Inc. (for Tile Roo# POLYSTiCK TU MAX FL5259 N/A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12131/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12t1012025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3l/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12t3l/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS , DMC 150S S, 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 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12(31/2023 6e 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 N/A 12/3l/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2025 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158 N/A 5/21/2027 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 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 be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE W Florida Department of Business & Professional Regulation Pag.1 d3 Cl1r) (d .�.. Building Codes and Standards rz5rzoz2 CD -0 0 („) Product Approval Application Detail 2 � w .,:..... .... .. ....�Mt�,a.,.cF�',�,�„i ,. .�.._.��, r�� n. � ..-.., �' �, ,.. v_�W,. W O stilts Fotity or lb1R Pendernp T'! im version Manufam SrpIIiaci Enolll•sr&Licenseyalkdztad By �yQmJ�yg FBC Approval epp� Revision 20M Therma-Tru Corporation Steve Jaspereon Lyndon F. Schmidt, PE Ryan J. King, P.E. 07/2312020 07M212020 07/2 2= iOM312020 Approved }a /� Cfer ry: Exterior Doors (800) 843-7628 PE-43409 (813) 767-e555 IU i� U) to aubCategory: Swnging Exterior Door Adios siaspasatt3 mabu.po �r�^�' V cu U) Compliancef bride Registered ArchkedoreaLimn�xd Florida rt from am W 0 •��/ Professional Engineer 0 �����1ti/{/!♦) FLA2047D.R3 Produces 5 O .L Clualty Assurance Approved for Use a 1'O $ea t� ProduM MotlN, Numbar or Name Product Description Contract 6miration Daps In HVfiZ Oublde HVti2 P re C 0 ai tR 1 a. Therrrn-Tru Fiber -Classic and Smocith•Star Nomtwl S&eGg;8 aquot;ImpaclAquot Opaque 121311= Yes MIA cc) Campos le, Edge Fiberglass Single Door O (InalMnglOutswing; X mnliguration) 2 b. Therma-Tru Fiber-CNssic and Smooth -Star Nominal 08#30:88quotlmpact8quof Opaque 1213V2022 Yes Q Yes NIA 0 W .� �„/ �t� Q Composite Edge Fiberglass Sing le Door with t�Y >_ t � L Sidelile(a) (Inswng/Outw ring; XO, OX or OXO 1S Q U) i�e.sr Q configurations) ;� v 2: C�J (%� Q 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nonnhail 6&030;8 "Irrpact&quc, Opaque 12/310022 Yes Yes Yea l 10 V CV C1't s- Ca c- Composite Edge Fibwgfi a Double Deer Wth or a#� .0 � a WOW Sldefides (InswinWOusMng; XX or OXXO +% C ii V i configurations) Y�7jja N M O i 4 d. Therm `rm Fiber -Classic and Smooth -Star Nominal 8'0 &cluot;rmpact&quok Opaque 12/3112022 Yes V Yes Nip -0 Composdis Edge Fiberglaw Single Door tVtJ Q N 0nsning/Outewilg; X configuration)Z = Y 5 e. Therma-Tru Filler -Classic &m and oth-Sac Nominal88#39;0 aquotlmpact&quo2022 t Opaque 12131Yes Yes Yes N Composite Edge Fiberglass Single Door Will d tt1 Sdeltele) (Inswng/CurtsWng, XO, OX or OXO E configuratlon.) d O rr e I. Therma-Tru Fiber -Classic and Smooth Star Npm'ml 8'0 "impactaquot Opaque 1213112022 Yes Yea Yes N� 6s at Composib Edge Fiberglass Double Door with or wfaioA Sideiites (Inaning/Outswing: XX or OXXD 10 d d configurations) 3 :W C 7 g. Thema-Tru Fiber-Cheaic and S.Doth-Saar Nominal Stil 8 "lmpact" Glazed 12/31I2022 Yes Yes Y Nat y Compceits Edge Rberglaes Single Door _ gnswigloutswhg; X configuration) 8 In. Therma.Tru Fiber-Cmssic and Smooth -Star Nominal 8&a39;88quotNapact1quot; Glazed 12131t= Yes Yes Yes NIA (A iZ Composite Edge Fiberglass Single Omr M c: i. Sidelhe(s) (Ina"ng/Outewfng; x0, OXor OXO G. V configuatons) 9 L Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 "lmpaIX&quok Glazed 12f3112022 Yes Yes Yes N/A Composite Edge Fiberglass Double Dcor with or witlwut Sdelltes (Inewing/Outaidng; XX or OXXO configuration') 10 j. Therma-Tru Fiber -Classic and Smooth -Star Nominal 611#39:08quct;lntmct" Glued 12131121Y22 Yes, Yes Yea NIA Composite Edge Fiberglas Single Door 11 k Therma-Tru Fiber -Classic and Smoalh-Star �� 6&� cf configuration) Glazed Composite Edge Fibbergl�Sng� Door with 12/31l2022 yes Yes Yes N/A S clelde(a) (I nswing)'Outwving; XO, OX or OXO configurations) 12 LThar a-Tru Freer-Classe and SmootMStar NOMW4168#30:0"lnpad"a Glued 121310022 Yea Yes Yea NIA Composite Edge Fiberglass Double Door with or wilhad Sidelines (Inawirg/OueMving; XX or =0 configurations) 13 m Therma-Tm Fiber -Classic and Smooth -Star Nanhal 6&VU;8 "inpald" Opaque 12131r2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &gUc;Non-Impad" SWNte(s) Qravaing/Ouawing; XO. OX or OX0 configuraborw) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Normal B'88quotlmvact&quok Opaque 12/31/2022 Yes Yes Yea NIA Composite Edge Fiberglass Double Door with &quct;Non-Impad" Sbeillas (InsWrg/Outswrig; OXXO configuration) 15 o. Themrn-TN Fiber-CIe'ed and Snboth.Ster Nominal 6&OU;0 "lmpactilquot; Opaque 12131=22 Yes Yes yes NIA Composfe Edge Fiberglass Single Door with " Non-Impad", Sidelite(s) QnsvAng/Outswing; XO, OX or OXO configurations) 16 . Therma-Tru Fiber -Classic and Smooth -Star Nominal 8S;O uctl d& u Opaque 12131I2022 Yea Yae Yee NIA P &q . ceps q of Pao Composite Edga Flbwglara Double Door wth &quOt Ncn-ImpedBquot Sidelines (Insw4ngtOutswing; OXXO cadg urabon) 17 q. Thsrmw-Tru Fiber -Classic and Smooth -SW NonuW 6'8 "Non-Impac*uot; Opaque 12/3112022 Yes Yes No N/A LU Composite Edge Fiberglas Single Door (fmwingloutswmg; X oonliguration) 18 r. Therma-Tru Fiber-Claaeic and Smooth -Star Nominal 6g;8 "Non-Impac:*uot Opaque 1213111022 Yea Yea No NIA Composite Edge Fiberglas Single Door with Sdelfte(a) (I"Swr /Out vIng; XO, OX a OXO consgur"orrs) 19 s Therma-Tru Fber-Classic and Smooth -Star Nominal B&MAIlIquotNon-Impad" Opaque 1213142022 Yes Yes No NIA Composite Edge Rberglave Double (Saar with or sWtlout Sidelines 0nswing1OuWmng; XX or OXXO configurations) 20 t. Therma-Tru Rba-Cass c and SmoothStar Nominal 6&a32,0 &cluotNon-Impadaglxt, Opaque 1213112022 Yes Yes No NIA Canpoela Edge Fiberglas SinglaDoor QnsWngroutawtg; X configuration) 21 u. Ther Tn Fiber -Classic and Smooth -Star Nominal 88#39:0 "Non-Impact8quot Opaque 121310M Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (Insei gJ(Mswing; XO, OX or OXO conflourabonel 22 v.Therma-Tru Fiber.Clasic and Smooth -Shur Nondnal 8&030: 0"Non-I nV ct" Opaque 12/312022 Yes Yes No NIA Composite Edge Fibeellsn Double Door weh or without Sidelines Qnswirg/outwMng; XX a OXXO configurations) 23 w Therma-Tru Fiber -Classic and Smoofh-Star Nominal (SWEll "Non-Irrpad8quot; Glued 12131r2022 Yes Yes No WA Composite Edge Flbergiaw Sngle Door QnevAnglOuawfng; X configuration) 24 x. ThermaTru Rber-Classic and Smooth -Star Nominal S&M,, 8&4quotNon-Irrpact&quor, Glued 12J311`2022 Yes Yee No NIA Cbnpoaile Edge Fiberfil.- Single Door with Sdelite(s) (navAng/Ordswng; XO, OX m OXD coMlgunatims) 25 y. Therma-Tru Fiber -Classic and Smooth -Sac Nominal B&#�8 "N on-Im pWiSquot: Glazed 12/3112022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sidelites QnewinglOunoving: )O(cr OXXO configuratlors) 28 z Therma-Tru Fiber -Chic and Smooth -Star Nominal 8&# OIlLcuotNon-Irrpad" Glazed 12r31r2022 Yes Yes No NIA Corposite Edge Fiberglass Single Door Qnswing/Ouawing; X configuraton) 27 za. Theme-Tru Flber-GWsslc and SnncNStar Norninal 88t39,0 aquotNon-Impactaquot; Glazed 12131r2022 Yes Yes No WA Catlpoaita Edge Fiberglass Single Door wftf Sidede(s) (Inswirgnulswirg, XO, OX a OXO configurations) 28 ad. Therma-Tru Fiber -Cloak and Smnotti-Star Norrinal S8#Ls.0:0 "Nbn-IrtpadBrquot; Glazed 12/31120Y2 Yea Yes No WA Corryloaite Edge Fiberglass Double Door VAt or Wthout Sidalites QnaW rglOutsvxng: XX or OXXO configurations) Florida Department of Business & Professional Regulation Page 1 or: Bullding Codes and Standards IF021 Product Approval Application Detail rattle EDYbcat Gale Duo ➢i1L.P-d- am mat ylYipg tl ,� rzurii.era udent validated Bar wm Foe Avad dgggnp AMR Revision 2020 MI VAndowa aor nd Dos grant Slinger Lua R.Wrto Laws Stevan M. Urfeh. PE 10A6/20M 20 IWG 20 10/192020 12MST020 Approved Category: Exterior Doors (717) 3M.3300 PE-62514 (7171317-8454 Subcategory: Sli61g Exterior Dom Axembles balllp narrivd.rom Compllnc r Method: EVelued. Repon tmn a F lodd. Registered Armin ed or a Urnsed Feels Adeselanal Engineer FL#15332.ea. Reed lea OualCr Assurance Amowd for Use Awroved for Uu I QIJ190 21 RoduM Yodel Nuerbw a Nana Contract Exeiratian the in "VHZ oul.idrWig gtalllfut FtaBr! 1 DRIES 420 ALUMINUM SGO SER IES 420 ALUMINUM SGO OXO 12r312024 No Yea Me WA 145Y48.grot;980aquot NON -REINFORCED 2 SERIES420ALUMINUM B(.`D SERIES 420 ALUMINUM SGD OX, XO: XX 12731202{ No Yee No WA 996qud:YMM4 01: NON -REINFORCED 3 SERIES420 ALUMINUMSGD REINFORCE SERIES 420ALUMINUM SGD REINFORCED QXO 12131=4 No Yea No WA 145-Y494uotx96" 4 SERIES 429 ALUMINUM SOO REINFORCED SERIES 420ALUMINUM 90DREINFORCED OX 1=12024 No Yea No WA XO. XX BliaquobX988quot 5 SMES420ALUMINUM SGOREINFORCED SERIES 420 ALUMINUM 900 REIN FORCED XM 12131r&24 No Yaa No WA 143"x9e6qud; Florida Department of Business & Professional Regulation Building Codes and Standards Approval Application Detail Page i af2 UW2021 yProduct Y~����f (i. 1 �.; +C G'S: ! 5e-$A'�'iwe.,'s.`'�� � ,�... �<S4-Y. ! � #°r�` $ �, � �' +� 4 "�'. � d'si%k �"'�t`. H' �, '�Yfi .d' F %R}.. y�b�.�'4 yr;h ✓` x .F �, y . �- v Q§k Ufa 210 2" oar.Penripo 2111 J= xKgu It016910M &a = Eradneera Limas validated Bit y mm P13C Aprat A,-,d am Revlaon 2020 Wayna-Dalton. a dhaW of Overhead Door Dwayne Kcmish John E. Spates Jefiey P. A nescrl, P.E. 107R020 09294=0 lor.W020 12M 2020 Approved Cmpma d, t3301 T53-8121 PE-51737 (904) 821-5200 Category: Exterlor Doon tlkanish®w.yne•wttn c erbCYepory: Sadlonal Exterior Door Assembles om COMMIU ce MOMO6: EValuapn RePW tom n Florida RagW..d Architect m a Uemmd Florida Prdesalnal Engineer INN Roducl YotlN. Number or Name Quaift1 AORU0312a do firoc C.t Dnalutdon Contract Omlralbn Dale In H,VKZ Outside MVHZ ,ZWIM Imam ptelarn Fttanl[a 3 BOOD1B100A)Z00 #1105 99#39; Ms. uidN. 1401139; Met height Gluing 1213102023 No Yee Yea-31.0OF35.00 -RAM In top mlntelmediate action. 10 8=18110OM200 01123 188Ma MU Weds. 14dA39: Max height. Glazing 12212023 No Ya Yea *30.00F33.50 vol" In top or InteRnediMe section. 11 6000/8OOM20001124 16' Max width. 14MSr. Max helOht. Glazing 1V312023 No Yes Yea *34.40%-36.30 available In top or intermediate ."Jon. Florida Dopertmert of Business & Professional Regulation Page I di Building Codes and Standards IFM21 Product Approval Application Detail ^ rgtic EINh a Gels a" Ream 211119 TIM vora140 Me111,61Wat8 Called 6nd11.eraLkeane VWldd*d as Fbe Ao,Oval Againtood i&9BY Revision 2020 Cuirass DivisioncFAADG, Inc. Tom Ray UL LLC Troy Bishop. P.E. 12/1DM20 12001/2020 12121/2020 Approved CYagpry: Exterior Door (5411434-2613 (954) 947-000 Subcategory: Exterior Door Components tanlMcey@assaaboy.w Compllanea MYfrpd: CenMcall. Me ik or Llatlng in FLa1153TAe Reduce dualM Asrarlu APtarowdfa Use Approved fm Ua Irimid 2igm 2" Rodrd Yotl.L sailor m Hams g fig Ceram Exoiratim Dete In HVHZ OraaideHVHZ Resistant F-ra 1 roT, 707.727 747, 757, 777, and 647 Single and Pain of Rush, Glu d: and Louvered.Ingle and pain d 121512025 Yea Yea Y. WA Donna nor., meal doom. (D E n�� W co CO > O L O iL L U O L -4-aaa O L CLa W� Z a r�sJ�a 11 SHEET NO. PA 1.0_ _1J L—Us 11: 1. ]l rI I , ,T an . I. Florida Department of Business & Professional Regulation Poga 6 or s Florida Department of Business & Professional Regulation Page 1 all Florida Dope rks erst of Business & Professional Regulation Fame 1 W 1 Floride Department of Business & Professional Regulation Pegs 1 d1 Building Codes and Standards lr25r2022 Building Codes and Standards 1A2021 Building Codes" standards +Ar9r Building Codes and Standards 711720n Product Approval Application Detail APP APP) Product Approval Application Detail Product Approval Application Detail Product Approval Application tMal I - -.� 1 '�" '. ,,. ,. ...e::v ...✓ - ''ice ' Y'. P. _ ->�' .. "4 '. `4� ...:.b --. -. _ �Y ,.._ a . ... -c+Y= - � ... 5;.:-arv� V'T� < y ,.... i" :r:, cT ti. - N 2'' e ... ,. -�r/. ,xr ,..„ ih. s t L' •+':Jr.. � - - Jge fiM91 Version Manufacturer :Dtlivor ssl)td£i EealneraLiceltae validated ev Validate Sulon road Dam Panama,- FBC Approval Antionto 3tcu S99t EFOV Of Dab Pamdm )ge .. 2Rg& Entity Or lid,, 2 - ErMy a lmtt 991 Dab Prmdm W Revision 2020 Tharma•Tru Corporation Stowe Jespewah Lyndon F. Scnmd( P. E Ryan 0 King, P.E 10107/2021 09'1t12021 iN132021 12/182D21 Approvedsra TTIM. Vanda Manu/arlvr Cement Erlrenara License Validated By Yalimted atanmed MIC Approval ADD, wtl area ]yg Versionf��ag Contact DXMWa UCeme VMIdMed By Yelditgd �l td FOC Aooroved Aboard Z= Mistrusted- Enalneicense LYi�.IL a11� FBC Aoaraad Category Exterior Doors (800) 843-7828 PE43409 (813) 787-65M Amrnnbn 202D PGT Industries Jane Rosowak Mkn-I Dade 6000-CER Mann -Deft aCO0- VAL 111057020 I1A52020 11/11/2D20 Approved Review 2020 MI Windows and Dom Bract Sli Mnancen Ansitedulal Stm,m M. Urldl, PE I"Ill 020 10/062020 lWanom ApprWed novebn 2020 MI WhdaYs and Doom Sent Shogr Fenosbaton and closing Stevan M. Urkh. PE 10117JMI IOMSM20 Approved SubCategory Slvnging Exterior Door AssemDlles .jasperwnl®ttwonrtiu.co Category: Wdndowa tS41) 466-0100 (786) 315-2590 Category: Wndars (7171365-330D Manufacturers Asso iallon (717) 317-8454 Category; Wndows f717) 365-3300 Ireluet7Nlencie(fanarly (717) 317-8454 P Report Cote liz ncet Method: Evaluation From a m subcategory: Single Hung ro+emd�porross d.a.e auoCi tagary: Norisoalal Skier bsbingerf$miwd.COn Subcategory: Fixed DaDinperQmfwtl.mm AAMA) Fonda latemd ArchbLi asLicens�d Fonda Reg' Canpllace Metldotl:CerWcetlal MOM or Listing ant lance Method: C.rllfdxtlon Medic sLNtn Cempl s Compllanee Method: Cermcatlon Mad or Listing Professional Engineer FL#20461at7Pmducta F0436a2e Products FL1f 5391JY PradeYa .� C QuMub.A— Aaenxiedfar Us, Approval herU» lnsideadt genet CwIMAsslrrxs AsgrpwdTrUse Approved for Use, ImmN D4dm 9ltamralY®ose AberovstlferU» j)eilm .a Quality Assurance Anomved ror Use Approved for Use Impact reason it" Product YodeL Mrentrr Yamm a Predict description L plriBm.All! In NV+IZ Ouadde NVt1Z Eta Fir Hoaa Product Modal NurErr Name Produce Concrickluen Cantrad, Ecolration, Dab In HVKZ 2an9a.tl)tbi Resistant Pm7Ylm 2111:11A ProdNd gedeL Nwtw akkms Rod&1 UNMOU01 Contract oalratloet Date In KvNL m � .$Se.! Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resist, Pressure 2 SH5500 (Large Missile tnpad) Moyl Single Hung Wind- 0?I,i1 QM5 Yes Yes Yes NIA 1 H51 Sa Fin and Filing. Frame 73.82 Insulated Glass 02116=4 No Yea No •SN-55 1 35M HP PW 72x90 Me Frame 04/302026 No N +151-T5 � W 1 a. Thrma-Tru Fiber-Clai ie and Smooth -Star Nominal 68#30:8 8rquot Non-Impaet" Opaque 1MI12022 Corrpoaite Edge Fiberglam Single Dow No Yes No NIA 2 3500 HP PW BI.M Ft.Fr.m. 04r30/2026 No No +5a--50 O` t (Insveng(Oulavip; Xcoconfiguration) n-Impadaquot 3 H 4 350o HP PW sexed Fin Frams OBN8I2025 No gextt F. Fmme Oer3o2o26 No C..•+ No +5N�� n No 53t to 2 b. Therms-Tru Fiber-Chmk and Smooth.e ar Nominal 60219;8 8quetN Opaque 12/31/2022 Composite Edge Fiberglass Single Door with No Yes No WA 5 3500 HP PW 72x5) Finless Frame 00102026 No �a V Yas No +70"9' co SldnNe(s) (InsW hgl(umwng; XO, OX r OXO configurations) 6 35M HP PW 7 MM His PW 93.90 Fin%. Frame 04I30r,1028 No gex72 Fnhea F.- ➢V30n028 No +6014 C LA - No +55/-ll9 O 3 c. Thrmii Tru Fiber-Clapaic and Smooth -Star Nomna188#N;8 8quot Non-Impactilquot Opaque 1213112022 No Yes No WA of O N O Fiberglass Composite Edge Double Door with or YJdhoui Sdeldes (Inaw ng/Onrawng; XX or OXXO N configurations) 3 Cs 4 d. Therms-Tru Fiber-Chssle and Smooh-Soar Nominal 7&#W;0 aquot Non-IrpadBquot Opaque 125112022 No Yes No WA O..0 Composite Edge Fiberglass Single Door or it: QnswingrOucawing;Xconfiguration) r, 5 a. Therms-Tru Fiber-Ciaseic and Smooth -Star Nominal 7&If39;0 89uot Non-Impactilquot Opaque 12131r2022 Composite Edge Fiberglass Single Door with No YesNo WA •- 3 3 Sidelite(s) IIn•vdnglOVhurin9: XO. OX or OXO dip d N 6 f. Therms-Tru Fibeo-Classic and Smooth -Star configurations) Nomnal 61118quo0on-Impact8quot Opaque 12131/2022 No Yes No WA Florida Department of Business & Professional Regulation Pega 1 at Florida Department of Business 8 Professional Regulation Pagel orl Florida Department of Business & Professional Regulation V :-cagey, IC Composite Edge Fiberglass Single Door Building Codes and Standards 141021 Building Codes and Standards tA25n Building Codes and Standards :,a. 1m9ztg- QnawnglOutswhg; X conffguratk in) to f1 7 g. T'herme-Tru Fiber-ClamlO and Smpodo-Star Nominal 8&939;0 "Non-Irrpact" Opaque 12/312022 No Yes No WA Product Approval Application Detail Product Approval Application Detail E Composite Edge Fiberglass Single Door wldh Product Approval Application Detail --^ Sidelite(s) (Insudng/Outswing; XO, OX a OXO - - f r. - n F :'`ss h1� � ,-.r s. 7 e. �_ � � � �- - y - - - ���� .} �nw y�"�_-4.. d6 JY+ 2 .... �.Y� � �. `1'.° �--ib�x - - - - � l.. �,yA y �l-,t. � ' co i urabons pf r F rC an S St r Nominal 88#390 Non I uo' Opaque 1 1 8 h Thermo T u Ibe lassrc d mooch a I 2/3 2022 No Yes No WA dqt t 8q rmpact8q CPaq Composite Edge Fiberglass Double Door With _ - ._ v e.- - _ .,v.pv�e _ - .r_:S _. .x. . .5-. -'13.� £ -„ - s. _a��.. _.... _ _ 299t .,... .- .. -_ .+. _� - _. :✓ .. .� ,. , ., ... - s,. a .., ._. ... z` v _"j �', s_., ... ._.. & .. .re -. v,�,. .... - .i.. :-_ «. s..'w �.�-- ,. _.. ,� _' a.,- L. -. v- .r:.. 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Ye■da1Mar Yam F fiC A yid FBCAeemral AeHg.379 anneal 9 i. Therma-Tru Fiber -Classic and S 000d1-Shur Numeral 6116039:8 "Non-I m1pacl8quat Glared 1MI12022 No Yes No WA Alfilrnadon 2020 PGT Industiea Jens R...,* Miami -Dade B0C0-CER kiemi-Dade BCCO- VAL 11A57J020 11A5020 1IM112020 Approved Revel 2020 MI Yti dw's end Doers Brm1 Sitin9r Luis R Lamas. PE Steven M. Unch, PE tON6Rg20 lamor020 108/2020 IZ15/2020 Approved Afionstkm 2020 PGT industries Jens Ro»wsld Mismi-Dsde BCCO- CER MbmrDaW RCCO -VAL IlMS o20 11A0602720 1Ill IM20 Aypromd Composite Edge Fiberglass Single Door Calagmy: W4ndows (941) 486-0100 (706) 315-2590 Category: Windows U17) 365-3300 PE-82614 (717) 317.8454 Category: Wool, a (941) 406-0100 i788, 315-2580 (I rlswingiOutswng; Xconfguration) Sub alegary: Fixed r09ot1kle$ppdntl114a109.0 SWCalepory: Millon. D,NlnperQmwd.can BnbC:d.ppry; Mulliane ]rolaN9N4glPgi1ndumt1m.c 10 1. Thermolru Flber•Cissalc and Smooth -Sher NonNnal 880219;88quotNon•Impact" Glazed 12131t2022 No Yes No WA Cmrpti as Method: cwmct=Meek mLNnng son Cmrpbrce, Method- Evaluation Report tome eomall-Y.Ugd; CerBlcadon Mark or Liming em Cor po tits Edge Fiberglass Single Door Wm Florida iteCt a a Ucensed Florida Sdelite(a) (InnWrg/OuhuWng; XO, OX a OXO PL#E13a?A Products tonal Engineer RdesatrnN Enansa F1R7itil3 Rerlreh configurations) 11 kThrma-Tru FrbervCbssk: and SmoothStar )ApepvedfrUs, Glazed 1213V2D22 Nomnalte Na Y» No WA Apprevad/rtlu � use AoutsideNoru» tYdW[ri1 Amin lmeil6 aeigl Composite Edge Fiberglass Douce Door pate a Edg;8&quokNonDoublelDoor >�# Product Ypd.L Nunhr r Nams Corared Ecoimlien pal. IB1aQli omalda HVHZ Pfsagm S.a Y Product Yptlal. NreMr r Nan RrLet Dsstrlotlpn CaNraet lmhalat eat. In Him outside Hi NVlli J/,glglK p191o{t Without Sdeless (Inswing/OutaMumg; XX a OXXO 5 PW-5520 (taupe Msaik imPed) YAM Fixed Wndow 04)3MO25 Y. Yes Yea WA Ouse, A,— Amrowr der use A,,revad for use IM= 2ulag, , h1ulims for AM Doom andwndows Ahmnum MUl'ms osrwo2s Yea Yea Yes N/A configurations) BaaA at Model. Member or No� Q00kagg&wiwuwk 1, HVHZ 41eYde HVKZ Rationing Ea & 12 I. Therma-Tru Fiber -Classic and Smooth -Star Norranal 7' "Non-Impact" Glazed 12/31Q022 No Yes No WA 2 5764gdi Vertical Aunlnun Mullion 12131=4 No Yea Yes NIA Composite Edge Fiberglass Single Door (InswinglOut.w'rhp; X configuration) 13 m. Therma-7w Fiber-Classicand Smooth -Star Nominal 7':0 "Non-Impact" Glazed 12/310022 No Yes No WA Composite Edge Fiberglass Single Door Wm SideiNe(s) (InsWnSfOuutswng; XO, OX a OXO mrfigurations) 14 n. Thermo-Tru Fiber -Classic and Srtpotit-Star Nominal 89#39:0 8quotNon-lorte duct Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door onswing/0utswng; X configuration) 15 o. Thrma-Tru Fiber-Caask: and Smoom-Star Nominal 8&#M;O 8quotNon.Impal1" Glazed 12)9112022 No Yes No WA Composite Edge Fiberglass, Single Door with sldeme(s) (lnewng/0utsvAng:. XO, ox a oxo configurations) Florida Department of Business $ Professional Regulation Pogo I al Florida Department of Business & Professional Regulation Paget 2 ors Florida Department of Business & Professional Regulation Page 3 004 18 p. Therma-Tru Fiber-Chmc and Smooth -Star Nominal 89#39,,0 8,quo0on-Irtpact" Glazed 12131/2022 No Yea No WA Building Cedes and Standards 1111021 Building Codas and Standards tawm2t Building Cozies and Standards 3A1zoz3 Composite Edge Fiberglass Double Door vwth or oge�paswrglOuhuaang, xx a OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application befall 17 q. Tlhemte-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non.Impact8iquot Opaque 12)3112022 No Yes No WA 'x "` � ��__... '�., �<v-d�. � ^�E' -4 'r'm,N✓Ns-�.s6>4'-',s.. '.,'�`.- Cormloccine, Fiberglass le Door with Edge Ed9 rg Fibs Sin 18 r. Thema-Tru Fiber-Cliesb and Smooth -Star Transom Insr4n w /X n O conf uratgn X Nominal 69#39;8&quo0aml rtpeW" Opaque 12/31r2022 No Yea No WA ,.. .. _.g -- - !:sate . _, r' . -„}. -:~ _ <. . , .. _ - _ Ems[ 20 OYa alk2lo= 20 e _ .. - -_ ._..,. .. .s- .,.. .a�.,.'i.+�'z�+;s...�..-,3•:..s._.'�_."..�_S. ___.�ie:�-�.'^�. x_a-r4._ _. -r�.. F.9ft.gt Poe ante lZiB.Pntdm 291 � 49a _t. .. Tr2-- 3*.�- otttr or Jam, als ,.-�'�3--.^�.f_.. .z: g. Dab Prndnp )N(l Composts, Edge Door withSidel n'� Voni Shdner&Loonse Valldated By validated F&C Approval Approvnd ✓ hgl Version Manufacturer Contact HudnarALJ. Vaedal.d My Vaadat.d aravnlWd PSC Aooroval hppmw0 atelue hg1 Ytrtign iManutiturer Contact Endnm A License Validated By Yeldistd ;fly FICADMInl Ate ad, ansom(IsSingle OICX or and Transom (Itions) lOuhuYAng; OlXO, OJOXr O/OXO dxlmgu Ntlont) Revslpn 2020 Jorhes Nerds Building Prldu ds, Inc. Chad clads V. Antlllsw T•n John Southard, PE. 01A52021 12l1112D20 01A7&R021 ding FBC Appi R1n4aon 2020 Node Nick Than Lyndon F. Bd4nid, P E. R J. Kin P. E. 03"15n021 02nSQ021 02222021 04rI3n02/ Appmmd D9on Nn rim s� Revision 2920 GAF Michael Seen Robert Nieminen Join W Kne[eNch, PE 12MBM22 12ATrA22 12no2022 o=7mz3 Appraad t9 s. Therma-Tru Fiber -Classic and Smooth -Shur Nominal 6&439;8 " Non-Impact" Opaque 12/3112022 No Yes No WA Calyry: PamN W41k (900)545-M9 PE-81662 (M2) 387-25N Category: Panel We■e (330) 922-23N PE-43409 18t317673655 Category: Roofing (800) 79S-301 PE-59186 (9541772-M4 Composite Edge Fiberglass Single Door with Subcategory: Meng ohaddreksig anasnard subcategory: Spans nth mpsweelskW m 8r8Cadergory: Asphalt Shatgysa mall it ft f.com Sdelfte(s) (I naWnglOuhuWng; XO, OX or OXO Compliance, Method: Evouedm Report tom a e.01 n Cetpealtc. Method: Evaluation Report room a Cone MOUW: Evaluation Report Dom a Cc'Onuoue Head and SIII configurations) Florida RegbtamdArdnitact a a Licensed Florida Romeo Ragistered Architect or a Licensed Ponds Montle Regidemd Archon ore Licensed Florida 20 t. Therms-Tru Fiber -Classic and SMON1$iar mi Nonal 6'0 " Non-Impaet8quot Opaque 1213112022 No alas No WA Rdfaealand Engineer Prdeaeonal E.0. aer Prdas llmal En antler Composite Edge Fiberglass Single Door with SidaNte(s) Onswng/Ou6swiri XO. OX or OXO E69Li nAiBmdm Lions 21 u. lhrme-Tru Fiber-Clasek and Smooth -(Star Continuous Head and Sill configurations) Nominal 6, C Glazed 1213f2022 8qudilasis Ingle No Yes No NIA CWK, Atmore• Abofoysd for Use Apnrovad for Use IROM pfwm Quaker Aefyarxw Aoprowd let Use Aw.vedtr, U» Impact Dead OUMty A-- Amoud for that Aorawd for Use Impact DWg Door Carrpoalb Edge Fiberglass Single Door vAth Edge E•aM Product Model. NurBr or Name g*CkrA DOWIDtI➢D Contract Elalratlon ode In HVI1L OutsidetlYtli .Kommart Pressure aeaA ROda3 Yadal. Nraeber r Nam. Ceerect Exphetlm Data PLC lsemu �!#N9a.iPal7a BdlaleD[ P11taYrs ��' Predict Nods. Nurnbr r New, Product Description contract Exoailnm Dee h!lY11i cum» NV11Z iStlldLL 14Mwra Sidellbi (I neWrglOutewng; XO, OX a OXO 1 Cemplank Lep Wig fl-cam.nt dap side➢ 121312023 Yes Yea WA WA 1 0. &qudglldSan or Vent Sold Vinyl Sent 12/3121 23 No Y. No WA f cAF Asphalt Rod Stingln for use in F6C n-HVHZ Fiberglass mnfnroad 3deb, N912D25 rninated. Stab and 12/1No Yes N/A NIA Contnuom Head and Sill Configurations) 2 HerdiePlaek Lap Siding S'1s r-cenernt top udog I2MIrA23 Yes Yea WA WA 2 D.8red• q ,AIilenc.T 48:quot Soffit a Vent Sold wy4 SM 121312023 No Yes No WA Mdadlon. hbhidpe espheil ahinpba 22 v,Therms-Tru Fiber -Classic and Smooth -Sher Nominal 88111 &gduotNon-ImpadBquot Glazed 121312022 No Yes No WA 3 a8qud:0rvenMar Vintage Beedad413B: Bola Vent or BOW Vinyl 9ofit 121312923 No Yea No WA Composite Edge Fiberglass Single Door with 4 a.agad;mmard:Sees Vent rSolid Vinyl Soon 12131n023 no tea no part Skdelfte(s) QnaW rNXXfh pang; XO, OX a OXO 5 &quo;Chsrts Oekaquok Stint Vent orSoldVlntyl Stilt 12131202; No Yes No part 23 w Therma•Tru Fiber-Caadc and Smodh•STar Continuous Hand and SIII configurations) 6a Nominal #39;8 "Non•Irrpact8quot; Opaque lW3112022 No Yes No WA 8 L B:quot8upr SponlIglat: SdM Vent or Solid Vinyl Sent 12/312023 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) 0 nsW rglWtawing; XX XxX a X)= ccirlhguralions) 24 V. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'0" Nor-Impact" Opaque 1213IJ2022 NO Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelfte(s) (I naW ng/OubW ng; XX )XX or XXXX configurations) 25 y Thema-Tru Fiber -Classic and Smooth -Star Nominal 68#39:88quot Non-Inpact" Glazed 1213111022 No Yes No WA Composihu Edge Fiberglass Door Panels with Vented Sidelde(s) pnaW rgJOu1sWng; XX, XKX or XXXX Florida Dope or Business & Professional Regulation Pes.1 e2 Florida Department of Business $ Professional Regulation Papa 1 oft Florida Department of Business & Professional Regulation Page, or 26 z. Therms-Tru Fiber -Classic and Smooth -Star corrngurabons) Nomnal 88#39;0&quat Non-Impactaquot Glazed 12/3112022 No Yes No WA Build Codes and standards 7ROM23 Build 11= Codes and Standards 1,21 Bulldin g Codes end Standards f1r20]i Composite Edge Fiberglass Door Panels, with Vented Sidelrte(s) pnvoinglOumwing: XX XXX a XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) t 'e:s^aa?+a �7a,� '•.":.. �`3.. 27 ze. Themta-Tru Fiber-Clasalo and Smboth-Star Nominal 6&9W;8 notNon-Itapec% not Glazed 1213112022 No Yes No WA Composite Edge FiberglassSingle Doe wah 38#39 0 SdelNe(s) (Ins'W11glOulavdng, XO, OX or OXO _ - .,.. ` configurations) 22411, &tb Rani Bffil Dab Psndm Ball 2M E M, ar 90 Alta 21kfioam 291 ram Atimfcg 291 2111 Ala.eeDam Alta 28 zb. Themni rbr-Oleacand Smcod SUr Nominal 69#39;8&gw0ol-Impact"Glazed 12131/2022 No Yes No WA Lta! Vltllm lmlgGa[E Contact EnaheerALicari Veldats9.lL Vaitffia9 tubmmw FYCAngrovel AbsLvyl9 eteaY hge Vrabn YMtdsacarr Contact 6hdnar&Llcane V•Ildded3, Velliddtd julaelftend F#CApproval Agpl➢y49 s1!ffiM ],y8t Version is gm(➢pt End,—&LJ— Vdlda■dBe Validated SLbfnuw FBCAporod A-,d Elba Composite Edge Fiberglass Double Door with R..iaion 2020 TAMKO Building Products LLC Kam Edon Robert Plant- Joan W. Kn.rsvich, PE 08A41M2 08,02rA22 0100022 10N12022 Appromd Revision 2020 L.V. Thompson, Inc. m. Thompson A trN,nur o Tarry Chdstmen Zachary R. Frost Seven M Unon, PE 09N 72(120 0011VA20 09/122020 121152020 Approved Revision 2020 Florida Mehl Fondant, no. CTark Jones James L. auger. P.E.® Steven M. Unch, PE OWN2020 D9252020 10A4202D 42/16,21,20 Approved 38a39;0 QrW ngawi /Outng; OXXO Category: Reeling Category: (417) 624-W4 PE-50166 (954) 772-6224 Mehl.Oorpany(TAMCO) (6131248-3456 PE-74021 (717) 317-6454 (!Sftory: Roollog (904) 783-8400 CBUCK Enyneerng i717i 317-9464 29 zc. Thermo-Tru Fiber-Classdc and Smooth -star tion configuration) Nominal Glared 12/312022 No Yes No WA slmCebpery: Lindrlsymame kerlL-edenQlamke.tom Roofing tat gormitalrodn COm YQ g d ROdinp Accessories met ra an cbrkQasmeo.aan PE-31242 to Edge Fiberglass w ss Single Door 3&#SB;O Composite Edge Fiberglass ; ConsiblFlood, dine MNnotl; Reporttan a Subcategory: Raenng tees e9 that arc an Integral Pert dine Reln System 9 InagSub Put O raepyN l 5yon R CG Pen dime Rpofin mpaMtctl Method: LAraluallon Report from a OX SidelNe(a) Qn9MAigyDlutewing; XO, OX a OXO XO, OX configurations) daua . erm FMxltls Registered Arxhitect a ■ Ucensed Fkxice Prdessimal Enonaer Compliance Method: Eveuadon Report ton a Micros Registered Architect us Licensed Florid. 30 zd. Theatre-Tru Fber-Classic and SrnocdrStur Nominal 88sitiquotNon-ImpacAquot, Glazed 1213112022 No Yes No WA Finds RpbttmdAtchiod we ucareed Florida Professional Engineer Composite Edge Fiberglass Double Door path F11123ri.111116 uet: Professional Engineer Products 30N0SidelitesOn6wng/DutSYKng;0XXO Anerovedfruse Aearavadfru» FL#te91843PrOduota P jetagimm 31 ze. Therms-Tru Fiber-Ch ssic and Smooth -Star configuration) Nominal 7808;0 "Non-Impact" Shaker 12/31W22 No Yae No WA At" fMMA geuat Contract Emiralo' Dab In RVH4 ChAuld. tiynl2Intuitionism PJJuau amnia rrua. abandoned it use am 2$Am ANA Roden MxW- Ntaeber r Naer OAMyA» , AerovedfrUse Approved Contract Estates. Data t0l AltlNtlLnlf7lis for Use Imaeu Dt" liLbhuil. Series Composite Edge Glazed Fiberglass Single 1 TAMKO ROW Lndsdayeanhu (HVHZI Rodundenelment. la use n F8C HVHZ UWoirms Yes No NA WA 22" Product Yad.L Mar6r r Mane P ffi i4 in HVHZ g4 Bdtlont P— 3 3 - FLAMC08qu0tRV 10 Ridge, Vea&qud: Num min, Ridge Verna for Phoned MOM fabricated 12)312024 o WAS Door path or without 1'2 Sidekte(s) QnswinglOuhwing; X OX XO or OXO configurations) 2 TAMKO Roof Undedaynents(N0N-HVHZ) judatyctiors. Roolunderlayments for use In FBC non-HVHZ 0510irmo No Yes WA NIA 1 TAMCO Fin Top MRidge Vent with Gene for Tic 25 ga. bade roof vanaatr with bate 09109n026 Yea Yes NIA WA tan0.D25'Nuntnun IurNdshoris. 2 TAMCO Gooseneck vent 3 TAMCO Od-Ridge Roof Vent woth Me 23ga. 0eA912026 No Yes NA +0A52.5 25 ga. Mack roof ventilator with ntegrated belle (19m92026 Yes Yes INA WA 4 TAMCO Rand Tap 01FRtAto Vent v45t Sank for The 25 ga. static roof venYdor with bame 09/0 Ma Yes Yes WA WA Florida Department of Business and Professional Regulation P g Florida Deparment of Business & Professional Regulabon Pagel oil Florida Department of Business & Professional Regulation Poe, d3 Florida Department of Business & Professlonal Regulation Ppel d1 Building Codes and Standards I1712D2t Building Codes and Standards 7 zm1 Building Codes and Standards 3 t2oa Building Codes and Standards 3/15f2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail st .. _ .. `."` : J .-:n:i_ _.. - ,-�: ec,. ,..u,.. .- .:.z ,: ia'_ . , _ .:u -c:af. ,. 'K"" - "�A", J•.x "ki a':,- '♦ 1 0.'!':4 +�-etrx9. ' .: ": .�K.E ^.- ., ._.. .. v . v .rr,,. ..... .a. ,. - x ,�:.'�-, - -Sc Y,',s'+d,,.�l"s. -y. Ae _ _ `�1. i .. .. �S Sigh MGM! Vernon Ragglagglar owtv..4L 20 AMA Date Pardue 20 Contract Eddn»r & Ursa validated 9r V Al -'sad § ram hge YmISB Hmuml[u Enfdy.¢ Jilt all am, P aMm Alto Contact Mic ner & Ycraavalidating M y)ydaW 3ubmNM PEC Ap yet Anearg arsuM 5'd9i >r➢e VKWOU Men lad rr loners[ Boa Ball contest oxaner & Lka Valldaled By Val91u4 futmMtffi DoliPmdila DIU FOCADKmd Apera"d FLfl6269-R31 Revision 2020 Loori Katrina Jelly James L. Buckner, P.E. Seven M. 41ch. PE 111232020 111232020 11RW020 clog FSC Appr, Revision 2020 Beal Roofing Anderson Ratan IAPMO Uniform Evaue6on Gary W. Walk•, 11A3r= 411O22020 11A52020 Appraed R.Msion 202A Global Prated. Products. LLC. Tim Robinson WeterA.11I1WJ , P.E Jahn W. Kneaevlch, PE OW82020 D911082020 iD110V2020 12115=21i App o ed Code Entity o 21ta D111111111 Status Category: Roofing (301) SM-6163 PE-31242 1T17) 317-8454 Category: Roofing (801) 380-6091 Services LLC. (205) 854-0160 Category: shumon, (964) 680-7545 PE-44157 (654) 772-4224 Ty.M Version Manufacturer Contact Engineer& Validated By Validated Submitted Pending Approved Approved subcategory: Reormg Accessories that are an PM Roorng khelayglarancccom subcategoryRoofing Tres ftom RoDnAnders"boral co m aaiCMsgory:(lam Panels tknrobinsonfaODpentco 2020 License 101261202010f22%2()20 F� Revision POLYGLASS USA MauryAlpert � John W. 1If1 �JF2D2� Irhael ofthe system Corlpilawo Method: evWu&IW Repo. tome, CerWares MOmd: Ewfuaton Report a Product Evaluate- Entity Compearrea MoRad' Evskispm Report Loma m Category: Roofing 59542331330$malpert@polyglass.com Robert Nieminen Knezevich. PE g:[Q1C&I co Plaids logIs ersd Arhaed r e Lkms id Flrd, Floods ReOalersdMWect as Licensed Florida PraassioneEnanaer SubCategory: PE-59168 (954)772-6224 11f01/2020 Prclabuscral Engineer FLtree&R12Rodrds Underlayments Aooroved for the Aobroved for Use, IM11119 29= Pji"557&JMRaduds Compliance Method: OwrNAsarrwe Aoorowdtru» Aoororadfru» l t Damon jge,l Rodrd Iiledal_ Nuaer r Yeme 16 Suxeny-Shama, Says, country S1Ne. Spilt Old English gip �„ilik )LLlOali g ) ![! Flat Profile - Denier. CO 12/3112020 No Yes WA WA 4Y1Y8 AmroWdrrU» RprevWtoru» llltg�i 1LNm Evaluation Report from alG# Rrk.ed YodN. NuMrr Naea $gduct L 1n RM outside HVHZ Resistant Lmeua Thetl &arp: lmped gel Product N.M. Number r tam. 1'ffig log y ,Dal, I, HVHZ g1 altiYers P� a Florida Registered 1 Dads-Ar' DA-4 or TRI-Bulk Del -Mr DA-4 Low Prone, Pdypropylrne Plaoi Roo!Ve t 12(102025 No Yes No +97S1971 17 Saxony 600- ease. Shake &: Solt Shake Flat Prd■a - 6trticlm. CA, 12/312020 No Yes WA WA 1 20 Gape G"Uned east Stan PanaehiVd¢ Corrugated Galvanised Sleet &arm Panels retained 12131=3 Yes Yes Yea WA Architect or a Licensed Mechanically Attached to "cod Deck. t5 Saxony 60D- eau. Shake &aril Salt Shake net Ronde - Rlato, CA 12/312020 No Yes WA NIA or rod by track. to w.,i* hurricane protectlon. Florida Professional 19 Surely 70D- Shake, Safe & SPIN Shake 20 Sexahy 700 - Shake, Sale &: SPIN Shake 27 Te)as Lipanis f a I... not Pros - Stockton, CA 12512020 No Yes WA NIA Met Prdn. - Ili CA 12/312020 No Yes WA WA High Prlb- Katy, TX 12131,20" No Yea WA WA 2 24 Gage Geheniz.d See Sam Psnal9MHVH2 Corrugated GaMn fed Steel corm Panes retained 12A7I2(r23 No o net by backs to pry/Kb IMmcena praeafm. Y.. Yam WA Engineer FLK6259-R31 Products 28 Vile Low Prase- Katy, TX 121M10020 No Yes WA WA S9q# Product Illodd, Numbr or Name QualjW Asslran x Product Deacrind Contract Expiradca In H Z putaWe VF12 Insimol Randall j�lpG leres ure 20 1 Polyyass Roof Undedayments Roollng undexlaymerds 110`211= No Yes WA +141AF822b 1 Polydass RoofUnded ayments (HVHZ) Polydass root undedalymemts for use in FBC1X23=3 Yes No NIA NIA Hi jurisdd5are 2 Pdyglas6 Roof Unde fayment5 (non-HVHZ) "glass roof underlayments, for Use In 121232023 NO Yes WA +NfA -Mb FSC non+iVHZ jut9dktions. Florida Department of Business & Professional Regulation Pagel d 1 Florida Department of Business & Professional Regulation cape I tit Fords Department of Business & Professional Regulation Pagel dl 1 Polyglaee RoafUnderhuyments (HVHZ) Poyglem roof undrlsymerlts for use in FBC12l232023 Yea No HVHZ jurisdictions. WA NIA Building Codes and Standards 125rm22 Building Codes and standards 117r,D21 Building Codes and Standards wr�m21 2 Potoom Raul Undedaymette (nm•IHVHZ) Polyglam roof undrlaymrits. for use in IV2312023 No Yee FBC rton+IVHZ jurisdictions. WA +141111 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Sens Roof Undwb ante HVHZ (HVKZ) �d ym dim roof underpayments for use in FBC 12232023 Yea No Plyat sr WA NIA _ _ fie' 'ai'a' -' -- -3` , &�e3d. g3,5C ^i 3�9 .x' - d -EEC. �"r 7`.. - r�r '� ,...� �k. 9r Sr' `K � +� w �� s.=r. mac' - �. ' : 5�.�•,, ,e,. $ ey .R -"-. S. '�� - r' " L�„..zy� _ i., r -: "y, :n; "x-l- - .+�" � tT � -- � �d� �>_ MOM" HVHZ pet dShcCaals. ? am RbprUndrhu ants (nm-HVH r rxdY� Yrn �' P dim roar undrls teems. for use n 17/231X723 No lam Y NIA +NlAAa22.5 990 _ .._1.,,..1a. Entity or Liltl � Date Pending ti0ta .�: ....?^,#h x*._.�.'i. r~F�� SaF9s ..c ._-.. ,_ ,F_.._ i T�i or 2& �[ ,.. 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Structural Campmates (321) 710-3377 Cahoon: Seulaunl Components (813)6593707 PE-34243 i352i 3863311 2 PdydessRoof Undedayments (non-HVHZ) Pdydam roof undedaymems, for use In 12232023 No Yes N1A +N/AL622.5 Suboemgory: Storm Panels mikebtDallawriwnshuCa 8mc teary: Trues Plates akrMs@eptlalw.eam 94ibCalegory: Produda Introduced is Result sa pea.m .rxm FBC rlon-HVHZ jurisdietimis. Complaints Method: Evaluation Report from a rs ocon Connote- Method: Ewlunkn Report tam a New T.ehnragy Florida Registered Architect or a Licensed Floride Product Evaluation Entity Complanee YeNad; EVduallon Report Iron 0 Prdessional Engineer P11f9994tT Rodkcm Foonda Registered Archhact or a Licensed Florida FI91T'819•RS Prpdircht Professional Enaneer Ouslltv Assuni Approved for Use Approved far Use [MOM Disslan AW Protract Mudd. Number or Nouns Agaravind„for U, Awninged tr tee IBM Bnlm Prieducli DoNriollon Crosse! 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November 1, 2023 PA 1 0 W Cn -Cu 2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rYM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130rz020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012620 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30P2020 p 2 For direct Inks to all 8ST approvals listed below, CLICK HERE. ® For direct Inks to all SST approvals listed below, CLICK HERE ®. Fa direct Inks to all SST approvals listed below, SLICK HER ®. For direct Inks to all SST approvals fisted belay, 'a Acceptance CLICK HERE. Clio C V For addllonal information regarding Florida's Statewide Prorluet Approval System and Marri4)ade County Notice Q Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System end Marro -Dade County Notice of Acceptance (NOA). CLICK HER i For additional Information regarding Florida's Statewide Product Approval System and Mami County Not" of Acceptance (NOA). cuCK HER For addttonal information regarding Florida's Statewide Product Approval System and Mamt-0ade County Notice of INCA). U FL#23WR7 II0446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3- "to 0i C = (a 9116" and heights ranging from 4-15M 11". Con algid flange N Product Model. Number or Name Product Description Sec # Product Model. Number or Name Product Description a41ga Product Model. Number or Name Product Description version (H USC) available for models having width a al to or r0 Cilia O 5 0 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1A" diameter T'lten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greaterthan3-9116". L O L O 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths rang in from 0 777 3 APB44, APB44R, APVB66, APB66R, AP688, APB88R, AP81010. APB101OR, APVS44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, C522 Coiled Straps W" and heights ranging from 9.1X'to 16'. "o Q _ FL#9589-R6 APV844R, APVB66, APVB66R, APVBB8, APVB88R, APV81010, APV8101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers (a 0 to (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers i O o Sea t! Product Model. Num bar or Name Product Description APVDJT2R-6 a DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC2102 Face -mount hangers Li a ,� E Q 1 Sol 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,6A, H3, H6, H7Z, HIS, H16S, H18-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1 16" to = cc X � Q) L Q 2 SD9112, SD9212; SD10I12, SD10212 Stroxng-Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6; APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder T'redown 5/8" and heights ranging from 3" to 10-15t18 . y ; Q . U) 0 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tis 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.60-SDS, MGUS.62-SDS, MGU7.00-SDS Face -mount hangers y s 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong•Drive SDCP Timber-CF Screw 8 SVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU seines hangers Face -mount hangers available in widths ranging from 1-9116'to Q y _ v J SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5. HST5 Straight Straps I/8" and heights ranging from e-15116" to 19-I/Z', oa 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers a3iCL > SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 SKTZ, HTSQ20KTZ Heavy Twist Strap 2D SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging f m 1- CD O C 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 34/16" and heights ranging from 3-1 ti W 1413-3 c> 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SOS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FCS Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all dou 3 i SDS25500. SDS25500, SDt325800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; on y acute flange is concealed. � 8 SDS251128S, SOS2520OSS, SDS25212SS, SDS253006S. SDS25312SS Stroh Drive SDS Heavy -Duty Connector SS Screw 9 Y tY 15 GA1. GA2 Gusset Angles 9 17 LTB20, LTB40 Bridging 9i 9 21 U series hangers 9 Face -mount hangers available in widths ranging from 1-W 6" 9 9 9 = aI a A 9 SDWF2716; SDWF272(l, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T; H8, H10A-2, HI OS, HI4, HGA10 Hurricane Ties 18 LTS12, LTS16; LTS18, LTS20 Light Twist Strap he ran In Wand heights 9 9 from 2.5/8" to 11.1/4". H 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown C ee 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, M8`1`60, MST72 Straight Straps a FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10697-RB 20 L30, L50, L7q, L90 Angles 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC68B3 Pre -Bent Straps Sea x Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26. MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 3 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 SP3/6-2, BP112, SPt/2-3, BP518-2, BP518-3, BP314, BP3/4-3, BPRTU03-4 Aluminum Take -Up Device Bearing Plates 23 24 LSCZ LSSJ26LZ, LSSJ26RZ, LSW28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21 ORZ Adjustable Stair Stringer Connector Field Adjustable Jack Hanger 25 26 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C NCA200-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Medium Twist Strap Bridging 2 DGBF series hangers 1/8" and heights ranging from 7-118" to 37. Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318. CNW112; CNW518, CNVV3/4, CNWWA12, GNW314-M Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW612, RCW614 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS1S, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2"to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Siud to Plate Connector W" and heights ranging from 7-114" to 24", 6 N3, N4, II N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SIPS Stud. Plate To 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314"to 3- 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5. RTUDB, RTU07, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 5/6" and heights ranging from 9-1/4'to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS?, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in Wdfhs ranging from 5-114" to S- 9 TUW38 Take -Up Washer 31 RSC, RBCP Root Boundary Clips 33 Sr9, ST12, ST1B. ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST0224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/2" 10 URS3 3.i8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T627, TB30: T838, TB42, TB48. TB54, T656, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518"to 7- 11 URS4 112" Uplift Rod Run Tledovm System 33 RTC22Z, RTC42: RTC2Z, RT044 Rigid Tie Connectors 35 TWSI O, TWB12, TVVB14 Wall Bracing 1/4" and heights ranging from 11-1/4" to 32'. 12 URS5 518" Uplift Roil Run Tedoam System 34 STC, STCT, OTC, 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 6-718" 13 URS6 314" Uplift Rod Run Tedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, W81 DOC, WS126, WB126C; W8143C Wall Bracing and heights ranging from 8-1/2" 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- 118" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16"to 7- FL#10447-R5 112" and heights ranging from 8" to 30". -dal Product Model. Number or Name Product Description §21A Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-78" 1 DTT2 Hold-down Sea 0 Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, CBH2.37xT63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-117to 28". 2 HOC10/4, HDC10/22 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 31X'to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16"to 3-9118" and heights 7/8" and heights ranging from 7-117to 37'. 4 HDU2, HOU4, HDU5, HOU6, HOW I, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23.15118". 12 HGLTV series hangers Tap flange hangers available in widths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap -style puriin anchor 4 HCP1.81, HCP2, HCP4 Hip Cornet Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". e LSTHDS, LSTHDBRJ Sirap-style hold-down 5 HHRC2,2, HHRC42, HHRC42-2; HHRC411 81, HHRC44, HHRC52513,25 HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" 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- 9/10" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style puriin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 31S" and heights ranging from : -5115" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1 M"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style puriin anchor 7 LRU26, LRU28 LRU210; LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.0O-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-1/6". 10 PAI18, PA123, PAI26; PA135 Strap -style purlin anchor B LSU26, LSSU26. LSSU210 Light Slopeable/9kewable, U Hanger HHGU9.00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16"to 5- 11 STHD10, STHDI ORJ Slap -style hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS262, HHUS28.2, HHUS210.2, HHUS46, HHUS4$ HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/18" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold -dawn 10 TC24; TC26. TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16" THAC422, THA426. THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-31,V to 15-314". 16 HWP series hangers Tap flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81 22, THAl2.06122, THAl2.1/22, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSURC) available for all IM" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-318" to 32'. 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16"to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1l2" and heights ranging from 2.718" to 19.114". Concealed flange 5/8" and heights ranging from 9.118' to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in vddth of 1-9118" and heights I8 VTCR Valley Truss Clip greater than2-9/16". rang ingfrom 5.3J8"to7.114". 10 HUC01.81/9SDS, HU001.81/11SDS, HUCO210-2SDS, HUCO210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/18"and heights SDS, HUCQ410-SDS, HUC0412-SDS, HUC05.2519-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3/16" to 13-118". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1250/2020 !B= Simpson Strong -Tie 2020 FBC Approved Products Updated 1213VD20 Simpson Strong -Tie 2020 FBC Approved Products Updated IZ30M20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rI(M20 CMFor daect Inks to all SST approvals listed below, CLICK HERE MOM For heat Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below,. CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Nice of Acceptance (NOA), CLICK HERE Z For additional information regarding Florida's Statewide Product Approval System and Maul -Dade County Notice of Acceptance (NOA), ,�,ucK HERE. For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), CLICK HERE, • Fa additional information regarding Florida's Stalewide Product Approval System and Maid -Dade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in widthof 1-9116" and heights FL#11466-0 18 SILBV1.56, S1LBV1.81, S1LBV2.06, S1LBV2.37, S1LBV2.56, S1LBV2.68, S/LBV3.12. Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". SrLBV3.56, S1LBV3.62, SILBV4.06. S1LBV4.12, S1LBV4.28, S1LSV4.75; S1LBV5.50 6 Strong -Bolt 2 (STS2, ST82-4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Aga Product Model. Number or Name Product Description 19 SILTT20, SA)TT2Z, S1HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9 318" to 13-118". 1 HHUS21", HHUS210-4 Joist Hanger 20 S11i S1MST72 Straps 118 mil (10 ga) 7 Titan HO (THD-H; THD-HMG, THD-H4SS, THD-LOSS, THD-CS, THD-CSSSS Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 sense hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRSB. HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1171 3 HUCO210-2-SOS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 li MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1t2'. 5 THG02-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 TSD22 Truss Brace Diagonal 6 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (T HDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" 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 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118" FLi411473-R5 FL#13904-115 27 RR Ridge rafter connector 28 WP serer hangers Top flange hangersgets available in widths ranging from 1-9/16" to 7- Sea # Product Modal. Number or Name Product Deseriotien Sea # Product Model. Number or Name Product Description FL#16230-R9 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SOSG, OCTQM5.50-SDSG, CCCQNn.62-SDSG; CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16,H16S,H15-2;H16-2S Hurricane Tie CCCQM5.50.5DSG I AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10060-115 4 HETA12, HETAi6, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pot Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry }e Sea # Product Model. Number or Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors Kr, ECCLRQMD5.50G-KT 4 Strong -Bolt: 2 (STf32) Strong -Bolt 2 Wedge Anchorfor masonry 1 ASA44, ABA44R, ABA46, ABA4613, ABA56, ABA66R Adjustable Post Base 7 HHETA16: HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 4 HGUM5.25; HGUM5.50, HGUM7.03, HGU W.25, HGUM9.00 LGUM26-2, LGUM26-3; LGUM26.4, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titen 2 (TTN2) Titan HD THD-H6SS, THD-CS6SS) Tiben 2 Screw Anchor for Concrete Titan HD Heavy Screw Anchor for concrete available in 30.4 2 ABU44, ABU44R, ABU46, ASU46R, ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABU88. Adjustable Post Base 8 LGT2, LGT3•SDS2.5, LGT4SDS3 Girder Tiedown (THD-H4SS, -Duty ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM48, LGUM48: LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ARW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.5617.25, M8HA3.5619.25, MBHA3.56/1125, MasonryTop Flange Beam Hangers countersunk head. ' A 4 AC4, AC4R, ACE4, AC6, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAWO, MSTCM40, MSTCM60 Strap Tie for Masonry M13HA3.56111.88, MBHA3.56114, MBHA3.56116, MBHA3.58118, M13HA5.5017 25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry v, 5 BC4, BC46, BC4R, BC6, BC6R. BCB, BC82-214, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5-50/11 25, MBHA5-50/11.88. MSHA5.50114, MBHA5.50/1B. 6 C844, C846, CB48, CB68, CB88 Embedded Column Base M131I ICU 7 CB5Q44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-50S2 Embedded Column Base 6 MBHU356/9.25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, Masonry Beam Hangers FL#lW37-R3 8 CC, ECC, ECCU Series Bolted column caps with Wi ranging from 3.114"to 9-1t2" and FL#11496 R5 M13HU3.56/18, MBHU56M.25, MBHU6.60111.25, MSHU5.50111.88; MBHU5.50114, / W2 ranging from 3-518" to 7-112" MSHU5.50116, MBHU5.50118 Sad iI Product Model. Number or Name Product Description O 9 CCQ-SD32.5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9.112" and §Mg Product Model. Number or Name Product Description 1 X3481016.5K, X1 S1016, X181016.4K, XQf S1016, XQ1810164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.5/8" to 7-112" 1 DTTI Z Deck Tension Tie odll Point > 10 CPT44Z, CPT86Z, OPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RB 2 XL0114T1224, XLQ114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Solf-Drilling, Tapping ^ 11 EPB44A, EPB44, EPB46, EPB65 Embedded Post Base 3 4 HD3B, HD5B, H07B, HD98 HTT4, HTT5, HTTS-3/4 Bolted Holdowns Tension Ties S it Product Model. Number or Name Product Description 3 XMQ114SI224, XMQ1 i 481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 12 13 EPS4Z LC644, LCB66 Embedded Post Base Embedded Column Base 5 LTT19, LTT20B, LTn31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638, Strong-DriveSDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drilf Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114S1224, XQ11461224-2.5K X114S1224, X0112S1224. XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with # 6 Drill Point -6-0 V 15 MP644Z, MPBBBZ, MPB88Z Moment Post Base 2 SDWCI5450. SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, P644R, PB46, PB66, P86SR Embedded Post Base FL*I3628-R5 3 SDWHI930ODB, SDWH1940ODS, SDWH196WD8, SDWHIWOODB, SDWH1910D0DB Strong -Drive SDWH TIMBER-HEXSerew 5 XU34S1016: XU34BI016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46; PBS66 Embedded Post Base 4 SDWH274ODG; SDWH276000, SDVVH2780OG, SDWH271 DODG, SDWH27120DG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6. PBV1O Round Post Base g i� Product Model. Number or Name Product Description 5 SDWS16212, SDWS18300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw O 19 PC44-16. PC46-16, RC48-16: PC64-16, PG66-18, EPC44-18. EPC46-18, EPC48-16, Post Cap 1 SB518x24, S8718x24, SB1x30 SB Anchor Spite 6 SDWS19800, SDWS19712, SDWS224DO,SDWS22500;SDWS22512, SDWS22500. Strong -Drive SDWSTIMBER Screw(Inteno Grade) EPC84-ie, EPCBS-16 2 SSTB16, SSTE20, SSTB24, SSTB28, SST834, SSTB36, SST615L, SSTS20L, SSTB24L. SSTB28L SSTB Anchor Bolts 7 SDVV=800, SGWS22900, SDVYS221000, SDWS221100, SDWS221200, SOWS221500 SDVVS'22300DB. SOWS22400DB. SOWS225000B. SOWS226000B, SDWS22800D6, Strong -Drive SDWS TIMBER Screw (Exterior Grade) FL#35320-RO 20 PC4Z. PC4RZ; PCOZ, PCBRZ, PGBZ, PC8RZ. EPC4Z, EPC4RZ, EP06Z, EPCSRZ, EPC8Z, EPCSRZ Post Cap SDWS221000DS AMA Product Model. Number or Name Product Description 21 PPB44-4Z, PPB446Z Post Base 8 SDWS22312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSC046, DSSCB48, DSHS Bypass Framing Drift Strut Connector W 22 RPBZ Retrofit Post Base FL#13872-114 9 SDWS2730oSS, SDWS2740OSS, SDWS27500SS, SDWS276DOSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5; FCB45.5, FCB47.5, FCB49.5, FC8411.5 Bypass Framing Feted -Clip Connector SDWS27100OSS, SDWS271200SS 3 FPHSD34S1016, FPHS03461016, FPHS03461018-5K: FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framing -lie Self - sea X Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34BI214. FPHSD3481214-5K Drilling, Tapping Screws ICU FL#1Dill f CMST12, CMST14, CMSTCI6, CS14. CS16, CS18; CS20, GS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connecter M " 2 HRS6. HRS8. HRS12, FHAS, FHA9, FHAl2, FHA18. FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2.25, SSG4.25, SSC6.25. MSSC225, MSSC4.25, MSSC6.25, Steel Stud Connectors Product Model, Numberor Name Product Description MSTI481 MSTI60, MST172, S/MST27, S1MST37, VMST48 6 MSSC425KW MES06,25KW RCKW3, RCKW5 5 RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS26. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 90843,5, SCB45 5 SCS47 5 SC849.5, SCS411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH4861 GH48-8, GH410-6, GH410-8, GH86-6, GH66-8, GH68-6, GH68- Girder Harper 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) SW Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5197, SCS62-51118, SCS82-51118 Bypass Framing Connector ■ r 8, GH610-6; GHOID-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, A518S5; ASISS6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB58, GLB5C, GL85D, GLB7A, GL87B, GL137C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.252 MISJC10.25 Steel Joist Connwbrs L 5 GLST512, GSLT812, GLBT518, G BLT616, GLBT520, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector0 `u 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, 5T9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (18 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HGT-3, HGT-4 Heavy Girder Tiodown 10 MSTC68; MSTC78, ST6238 Straps 88 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18. MTS20. MTS30, MTS24C, MT830C Medium Twist Straps 13 X01SIO18, X01 B1016-4K, XQ1S1214. X01D1214-3.5K, XQ78S1224, X07BB1224-31<, #10-18. 412-14. and #12-24 Strong-DriveX Metal Self -Drilling, M i^�1 9 URFP Universal Retrofit Foundation Plate 12 SM1 56, 5101:61, S1132.06, S82.37, SIB2,56, SS2.68, SIB3,12, SA33,56, VB3.62, 6164.06, Top Flange Joist Hangers FII5730-R4 XQ1I4S1224, XQ114BI224-2.5K, XQI12SI224, XQ1I2B1224-2K, X3461016-5K; XI81010, X1810164K, X1S1214, X181214-3.5K Tapping Screws Q S1B4.12, 51B428, S1B4.75, 5185.50 � Z W 13 SSA2.1218, S/BA2.12/10, SMA2.12/12, S16A2.12/14, SIBA4.18/8, S1BA4.18/10, Top Flange Joist Hangers §jMf Product Model. Number or Name Product Description J SIBA4.18/12, &BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SIHD8S, S/H088, S/HD10S; SA-ID10B, S1HD15S, S/11015B Holdowns 3 PDPA, PDPA-K, PUPA -MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies J 16 S/HDU4, S1HDU6, S/HDU9, S1HOU11 Holdowns PDPAWL-MG, PSVL3, PSVL&K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SUCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. November 1 202 PA 1.3 MIAH� MUGAUDE COUNTY M-Ma PRODUCTCONTROLSECTIM 11US SWMSWeet, ROCM302 DEPARTMENTGY RIECULATORYA"ECONOAUC RESOURCES MM) Muina. Fkaift 33175-2474 BOARD AND CODE ADX1VMTRAnONDMS1O_X T<736)3IS-2590 FCM)315-2599 NOTICE OF ACCEPTA.NCE (.N-OA) WWWMb=M*"�"vAK*"=T FGT Indmstries, Inc. 1070 Techndo&py Drive, N or th V e vice, FL 34 Z 75 SCOPE: ThisN0.,k is beingissued under the apocable rules and regulations governing the use of constructionmakriak M3,- documentationsubmitted has been revieured and accepted:by NEuni-Dade County RER -Product Control Section to b e wed = Nlia = Da & Comy and a ther i uea s whm LUmT4 b y the Aut mty Hav mg Jun.,idic tim (AH 1). This NOA shall not be valid aft" the expuation. date stated below- The Miami -Dade Couwy Product Control See tion (In Nfiami Dade County) andVor the AW (m areas other than Mm= Dade County) res erve the right to h a ve this product or mdexW tes� for quality assurance putpases. If this product or material fads to perfom in the a c cepted manner, the mambctum will incurthe expense of such te sting and the AlU may immediatel1y rev. oke, me dify, or swpend the use of such product or material within thetrjwisdictinn. RER reserves the right to re-voke this -acceptance, if it is determined byMami-Dade County Product Connol Section that this pmdwt or material fails to meet die requirammts of the applicable building code - This product is ap1woved as describedhevein. andhas bem designed to comply with, the Florida Building Code, including the J:hi!h Velocity Hurricane Zow- DESCRIMOIN: Seriles ".--57W_770"V-my1SHding Glass Door (Reinf*rred)whro900& 10comers-LOWL .APPR0A7.AL DOCIAM"N'T. Drawing No.!A�5-570.0 Rev B, filed "Vmyl Sliding Glass DoorNOA (12vf)_ shem I through 21 of2l, preparedby-mawdactuxer, dated 10M)l 5 and last revised on 02V01121, signed and sealed by A- Lynn Miller- P_E_ . bearing the Nfiami-DadeCovntyProduct Control Re-;.ision stamp with the Notice of Acceptancenumber andexpiration dise by the Aliami-Dade County Product Control Sechon. ARSISUX ILWACT RAMNIG: L a rge a a d Small1fis s ile Impa c t Res ist a n t Limitadow. I . See table I (sheet2) and table 2 (sheetD forappheableSGD unit sizes, design pre%sures_ reinfbreementstypes- glass types. sill riser (see tables B-1 & 11-2� sheets 7-8) and anchar layout sheets reqWnmeats in I I thru 16- I Rigid WhitePVC, Tan (Nott,-wbite) Rigid PVC and Brown coated (Painted or lam ted) while Rigid PVC to be labeled perreferemed NOA's requirements. 3. Egress operable doors must comply with min clear wid1h or height per FBC requirement, as applicable. 4. Po&et walls under separim approval, to be revievvedby BUilding official UanxiG: Each um almn bear a pennaneut label with the ma=&ctar&s name or logo- city. state and series and f0HOWIlIff SUWMERr 'Mami-Dade County Produc t Comol ApprovW. noted bereim RENEW -AL of flus _N0A shall be considered after a reaeu2l application has been filed and there has beenno chawrin the apphcablebuildmgcodeneptil.,elyaffertmgthe perfonnanceofthis product TEMMATIONof this WOAwill occuraflertheexpastiondateorif thete hasbeen a retision orchittip itithe mak-fimU, use, an&ornmmdactmeoftaepwd=iyrpzocm. Nfinw ofthis NOA asatiendonemeat of anyprcduct. for sales, adverfising or any odierputposes shall autamtte any terminate thn NOA. Failure to conplywrth any section ofdiis NOA shallbe cause fortermination andre=DvalofN0A_ -ADVERTLSE-MENT: The NOA number preceded by the words INFLami-Dade County- Florida, and followed by th e expimtiondatL-mzybedis&,vedinad-.wdsinglitmttxe- If anyportion of the NOAis displayed, then it shall be done in its entirety. LN SPECTIO'N: A copy ofthis entire NOA shall be provitled to the user by the manuhictawr or its distributors and shall be avaAable far inq)ecttan at 1hejob site at the recp!st of the Building Official. This NOA revises & renevn NOA 92 04429.05 and consists of thispage 1 and evidewe pages E- 1. E-2- E-3. E-4, E -5 & E-6 as well as appro -.-A docume= mentioned ab<nte. The submitted documentatma was miewed by Ishaq L CU nda. P1. .N'0A. NO. 21-0205.0 ExpiratiouDatet Aprill.4,!026 Z /111 )n�l Approval DatoMarch 26, 20-21 Past I PGT Industrim Inc . NOTICE Of AC CEPT-ANCE: ENTDENCE SUBIAUrTIED 2. E-vidence Submitted under prinions submittal A. DRAWINGS 1. Drawing No. MD-5570.0 RevB_ titled -Vinyl Sliding Glass Door NOA W'. sheets I through 21 of'-) 1. prepared by timuftcturer- dated 10;05115 and last revised an 0-4,220-0, s*ned and scaled by A- Lynn Miller. P-E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per IFBC, TAS'2202-94 2) Uniform Static Air Press= Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC.. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic'%Tind Plessure Loadingper FBC, TAS 203-44 along with madoed-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc-, Test Reports Na: FTL-7W, PGT PXV5520 PVC Fixed lVindow (unit 6 in proposal), dated 09.,'03" 14 FTL-20-2107.1. PGT SGD780 Aluntimian Sliding Glass Door (unit 7 in propm!) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement'%Tindow (unit 8 in proposap FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4- PGT PW`7620A Aluminum. Fixed Windom, (unit 10 in proposal) dated 074 3/20, 1111 signed and sealed by Idahnis Ortega- P.E. C. C.A.LCULAT]IONS I Anchor verification calculations and structural analysis, complying with FBC Edition (2020). dated 0+2.120, prepared by manitfachuff, signed, and sealed kv AnthonyLytm1XMe:r_ P_E_ 2- Glazinicomplies with ASTIM E 1-100-04, -09, -12 and -16. D. QUIALff V A.SSLYRANCE Miami -Dade Departinent of Regulat my and Economic Resources (RER). E. 'ALATERLAL CERTIFICATION'S I- Notice of Acceptance No. 1"3051.02 issued toKur;u-ay America, Inc. fortheir "Trosifoll- Ultrack-ar, Clear.. and Color PVB Glass InmlayersT'_ expiring on 07MI'-94- -0803.02 issued to Kuraray America, Inc. for their Notice of Acceptance No. 17 "SentryGlasl (Clear and N%bte) Glass Interlayers", q�g on 07,04123. 3- Noticeof Acceptance No. 19-1106.10 issued to VLslon Extrusions Limited for their "Brown. Coated Ritinted. or Laminated) N�Thite Rigid PVC Exterior Extrusions for Window. s and Doors". expiring on 0930.124. 4. Notice of Acceptance No. 18-11016.11 issued to Vision Extrusim Limited for their series "VE 1000 Tan 202 and Noter shades (Non -'White) Rigid Cellular PVC Exterior ExaysIons for Windows and Dmwf % expiring on 12,1129r" 1- 1 �" �, Z 4 Ish2q 1. Chasdx, PJE. Product Control Unit Supervisor N10A, x4o. 21-0!W03 FxWafianDatet April 14,2026 -Approval Datv.Afarck 15,H21 E 4 PGT Industries, Inc. NOTICE OF ACCEPT-kNCE: EVIDENCE SUBIMOMIED 1. Evidence submitted under previous.NOA A. DRA%T! QTGS 1. Manufachuer's die drawings and sections. (Sowbmilred under.Y0AAo. 114107 04) 2- Driwing No..ALID-5570.0, titled z-Vinyl Sliding Glm Door NOAaW, sheets I through 21 of 21, prepared by manufacturer, dated 10,05/151. with revision A dated GVD5/17, signed and sealed by A- Lym Miffiff, RE. B, TESTS L Testypporton 1) UniformStatic Air Presswe Tea, per FBC- TAS 202-94 )) Large Missile Imp;act Test per FBC_ TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-N along with madoed-up drawings and installation diagram of virtyl. sliding glass door- prepared by Feaestration Testing Lab, Inc, Test Report No- YrL 9717, dated 12ATI 5, Signed and sealed by Idalmis Ortega. P_ E_ (Test report revised on 0214 536 and 02,24il 6) Test report on 1) Air Infiltration Tes;t- � per FBC. TAS, 202-94 2) Unifort n Slat ic .4. i r Pressure Te st � per FB C, TA S 2 0 2 -94 3) Water Resistance Test, per FBC. TAS 2(Y2-94- 4) Imp Missile Impact Test per FBC, TAS 201-% 5) Cyclic Wind Pressure Loading per 1FBC_ TAS 203-94 6) Forced Entry Test� per FBC., TAS 202-9-4 along with matked-up drawings and inAallatton dngram of vmyl shding glass door, prepared by Fenes=fton Testing Lab, Inc- Test Rqxnt No FTL K46- dated I I/W1 5- signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 01,49,16 and 027A 1122016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) UnifbunStatic Air Pressure Test, per FBC, TAS 202-94 3) Water Resistmee Ted, per FBC. TAS 202-94 4) Imp Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 atortg withmarked-up drawings and installation diagram of vmyl sliding glass door prepared by Fenestration Tiesting Lab. Inc.- Test Report No. FTL 8-5447- dated 12,04115, signed and sealed by Idalmis Ortega, P. E. (rest report mised on 02,45!16) 4. Test report on 1) _MrInfiltralica Test, per FBC, TAS 2(Y2--94 1) Uniform Static Air Pressure Test- per FBC_ T-AS 202-94 3) Water Resistance Test, per FB C. TAS 2012 -94 4) Large Mssde Iffpact Tva pef FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 2203-94 6) Forced Entry Test, per FBC, IAS 202-94 along with masked -up dmwinp and tristallation diagram. ofmn)4 sliding glass door, palmed by Fenestration Testing Lab- Inc., Test Report No- M M48, dated 122.0415, signed and sealed by Idabatis Ortega, P. E_ (rest report revised on 01OV1 6 and 0111 V1 6). L 7 f " /"" lmkaq L Cla"2, P.E. Product Control r-mit Supervisor N-4DA No. 21-020.9.03 Expiration Dow April 14,20' .6 Approval Daw. Mxrch US, 10! 1 C G1 Windows a ad Doors, Inc - NNOTICIE OFACCEPTANCE: EVIDENCE SX-MMUTED E. MATMAL CERTIFICATIONS (continue) Quanm Part Super Spacer Standard complying with ASTM C5 18 Thermal Conductivity 0-881 BTU -in/ hr.-ft--F, ASTM F 1249 WV"fR-Pass. ASTM D3985 Oxygen4`ass� ASIM E 2190 I.G_ Durability -No Fog -Pass. (Su6ni-ftred underpretions AVA.,N76. 1M499.051 Quanex Part Durawal complying with ASIM C518 Theinual Conductivity 2-" BTU-iw hr.-fF-'F, ASTM F 1249 WVTR-Pass, AS`IM D 1434 Argon Permeance-Pas& ASIM E 2199 I.G_ Durability -No Fog, ASTM E 546 Dew Point Developnxml -201F in 48 his. ("bw hYed under NOA IV& 15-04619.0). 7- Vision Extrusion& Ltd- Parts complying with PVC-AAN1A 303-137 Vokuitary Specification for Rigid Polyvinyl Chloride (PVQ Exterior Profiles for V ision Extrusio� Ltd. -VEX- I by AAMA Fenestration Extenor Profile Certification Piogrza. (Subminled under.VO.4 JV& IS- 0409. #5) 8- Vision Extrusions, Ltd. Parts comp4W with nTC.-AAMA 303 -13. (Subivi Ned ander.V0.4 No. 15-0409.05) 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl. Chloride (PFVQ Exterior Profiles for VLsim Extrusiom Ltd_-VEX-1 by AAMA Fmestmtion Exterior Profile Certificationprogram- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-whire) White Rigid FA'C Extejior Extrusions for Windows and Doors", expiriag on 02/04�2 1. 1L Notice of Acceptance No- 19-012727.02 issued to Energi Fenestration Solutim USA, Inc, for their Se mis ""like Rigid PVC Exterior ExtmsiGns for Windows and Doori'_ a*ing on 012-1121 12- Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution, USA, Inc. for their -Bronze & light shade cap coated While Rigid PVC Evtflor Exn-nsions. for Windows and Doors-, expiring on 04/16Q5, F. STATE3KINTS 1. Statement letter of conformance to IFBC 76 Edition (2020), dated 04:222C2.0. issued by manufacturer sJgnrdartdwaWbyAnthonyLynnMiHff PE. 2. Statement letter of no fmancial interest and of independent, issued by marrufacnuw. dated 04,11 8Q0t signed and sealed by Anthony Lynn Miller, PE_ 3. Private Labeling Agreement document between PGT dated 033CV15 and signed by a involved partim G. OTE[ERS 1- 11is NOA. revim NOA# 17-Q42&06(PVTwC.G1) and updates toFBC2020 (7*Edition), eVising 0411,21- 2- RERTest pvposals #19-1155 dated 01110,20 approved bylshaql- Chanda-,P-E-eviring 0+14�21. 7 Lhaq L Clanda, P1. Product Control U" Supervisor Nl_ojk No. 21-024-.1.03 Expiration Date. April 14,2026 Approval Date. March 2,55., 2021 E -S PGT Indtistries, Inc. NOTICE OF AC CEPTANCE: EA711DENCE STETBIUMD B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC- TAS 202-94 2) Unifonn Static Air Pressure Test, per FBC., TAS'2202-94 3) Water Resistance Test, per FBC, TAS 202-%� 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC_ TAS 202-94 along withrnarked-up dawmgs and installation diagram ofvinyl sliding glass door, pwpared by Fenestration Testing Lab- Inc., Test Report No. FTL &"9, dated 11,06,45, signed and sealed by Idalmis Ortega, P. E_ (1'60 repat revised on 12/0415 and 02-A 1; 16) 6- Test report on 1) Air Infiltration Test, per FBC. TAS 20-1-94 2) Uniform Static Air Pressure Test- per FBC, T_,kS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Imp2ct Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along withmairked -up drawmp and inst2llatwa diagr= of vinyl, sliding glass door- prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 95.52.,. dated 12104/15, signed and sealed by Idalmis Ortega, P. E_ (17est report revised on 024 5�2016) 7. Test report on 1) Uniform Static Ak Press= Test, per FBC, TAS 202-94 2) Large Missile Iu1p2Ct Test per FBC, TAS 201-94 3) Cyche Wind Premm Loading per FBC- TAS 203-94 along with marked -up "ings and installation diagram of vinyl sEding glass door, prepared by Fenegration Testing Lab- Inc.. Test Report No. FTL 6639 (iamples A-1 thru A-22). dated 1149/10, signed and sealed by Jorge A- Causo, P_ E. fSubw#kd underNO-4 A'& 11- 0107.04) 8 Test report on 1) Air Infilftation Test, per FBC_ TAS -102-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Inge Missile InVact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC, TAS 20244 along with marked-W drawings and installaticit. diagrani of vmyl sliditig glass door, prepared by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 (samples A- I thru A-5), dated 1106110. signed and sealed by Jorge A. Cam. P. E. (Submilled under.,YOA.Vo. 11- 010709) C. C.UCILTLATIONS L Anchorverificationcalculatmas and structural analyms, complying wffhFBC-2014, prepared by PGT_ dated 11% 1 5and last revised on 0.1,115/16- signed and sealed by AnthonyL Miller, P.E. (Snbirtked under.1VO-4 No. 15-1210.01). 2. GWing complies with ASTME-1300-09- Ishaq L Chazda.. P.E. Product Contral r�ait Supervisor NOA -Xa. 1. 1 -0 2 0-9.03 ExpiratianDate, Apri114.2026 AipprovalDatv E-2 PGT Industries, Inc. NOTICE OF ACCEPTXNCT: EVIDENCE SUB 3. New ENIdence Submitted A. DRAW][NGS 1. Drawing No. AID-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA aW. sheets I through 21 of 2 1 - prepared by manufacturer. dated I a'05/1 5 and last revised on 0 Ml �2 1 signed and sealed by A. Lynn Miller, P.E_ Note This revision consistsreplaca=t of same existing installation screw with flat head- B. TESTS 1. None- C. CALCULATIONS L None_ D. QUALHY A SSIUI P,4,N C E 1. Miami -Dade Department of Ergulatoty and Economic Resources MIR)- E� XkTERL4L CERTMCATIONS L Notice: of Acceptance No- 1-9-0305.02 issued toKuraray Amerka, Inc. fortheir "TrosHoll, Ultraclear, Clear, and Color PNB Glass Interhyers-, expinng on 0TO&I-14. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Imc. for their "SentryGlasf (Clear and White) Glass Interlaven"_ expiring on 07104,Q3- 3- Notice of Acceptance No- 18-1106.10 issued to V ision Extnisiions Linitited for their `Brown Coated (Painted or Laminated) White Rigid PVC Exterior ExnirAous for Windows and Doors". expiring an 0930!24. 4- Notice OfAcoeptance No- 18-1106.11 issued to V ision Ennisions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for'97mdows and Doors7_ expinag an 121,29,2 1. F. STAMIEN-TS I- Statement letter of conformance to FBC 7" Edition ('2020), dated 02/01,121, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2- Private Labeling Agreement dated 01�09,21 between. PGT Industries, Inc. and CGI Windows and Doors Inc.. signed bv Dean Tvt Ruadr, P.E., V2. Engineering. on behalf of both companies- G. OT=S 1- This NOA revises & renews NOA# 20-0429.0-5 (PLA w/CGI), expiring 04.44/2.6- 2. Ile current associated PL4. CGI file #2 1-0204-01, expiring 04/14,126. Ishaq L Chauds. P.E. Product Cona-al Unit Supervisor WAINo. 221-0205.03 Expiration Date. Apri1l4,!026 Approval Date.- Mjkreh 15, 20.11 PGT Industries, Inc. NOTICE OY ACCEPTANCE: EX-MENCE SUBAM-ILD co D. QUAL= ASSUIRXNCE L Miami Dade Dqm-tment of Regulatory and Economic Rmurces (RER)- E. MATERJAL CERTMCATIONS C3 1. Notice of Acceptance No. 1.54528.14 issi� to Vision Extrusion Linited fcT thei?c -'%%Ikke Rigid PVC Exterior Extrusions for N%Imdows and Diort-, dated 0913/ expirim' on 093a'19. d 01113/ 0 t ed f r Notice of Acceptance No. 1"20.03 isssued to Vision E.1drusion Limited for trj 1000 Tan 202 and lighter Shades (Non-N%1ite) Rigid PVC Exterior Ex s Windows and Doors". dated 120116, ex;4ing on 120-9i2l- 3. Notice of Acceptance No. 1."528.15 issued to Vision Extrusion Licnited for L It. ton -Brown Coated RItift-ted or Laminated) White Rigid PVC Exterior Extrusio S f Windows and Doors", dated 08/1315, expiring an 09,30/19. 4- Notice of Acceptance No- 16-0712.02 issued to ENEFLGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non-N%Ihite) Rigid PVC Extedor Extr-usions for Windows and Doors" dated 004 546- expiring on 02104r-? 1. 5. Notice of Acceptance No- 1"71244 issued to ENERGI Fenestration Solutions USA, Inc. fortheir "'Bronze and Lighter Shades of Cap Coated Rigid PX"C' Exterior Extrusions for W indows and Doors" dated 09/15116, expiring on 041161'20. 6- Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc for their -'White Rigid PVC Exterior Extrasions for Windows and Doors- dated 0&10,17. expiring on 0129118. 7- Test reports No(s). I 0-M-492(A), 104)6-MO52 7, 535753-09. per AST?1AE-84, ASTND 1929 and ASIND-63 5. issued by EXOVA to Vision Extntsion: for cellulosic Composite material (Su6ndited under A10A.No. 11-0107,04� S. Notice ofAcceptance No. 14-0916.11 issued to Kurmy America., Inc. for their "Sentin-GlasS (Clear and White) Interlayer', expiring on 07.04,11 S. 9. Notice ofAcceptance No.16-1117.01 issu�d to Kurmay America. Inc- for their Tresifoll- Illn-aclear. Clear and Color PVB Interlayerf, expiring on 070/19. F. STATEINMiNTS I - Statement letter ofconformance with FBC--;* Edition (2014) and FBC-66 Edition (2017� issued by manufkhm. dated 0&'14117, signed & sealed by Lynn Miller, P_E_ 2- St2ternent letter ofno financial. interest, dated 04/1 & 17- issued by manufacturer, signed & sealed by Lynn Miller RE. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387. dated 05M5/17, signed by Ishaq Cbmda, P.E. 1. Notice ofAcceptancrNo. 15-1-110,01, ismed toPGTIndustries, fortheir Series 5570/277r Vinyl Suding Glass Door (Reinforced) - L.M.L_ expiring on 041*21 - Lhaq L Chanda, PX, Product Control Unit Supervisor NJOA N`0. 21-420.11.03 Expiration Date. Aprill.4,2026 Approva I Date. March ' S,2291 1 1-3 W. Cj CL r_ en .E W �g ;� ..; '2 U_ .T cc C= 0) CD =.= IU E CD Cn -0 > 2 C�L C:)- 0 0 L_ CU 0 a- Cn 0 CU -cu Fn 0 c —0 0 CU C 0 .0 +- CU LL_ %*- 0 CU > Cn E 0- 2 CWU -0 40-2 C ._ Cl) 0_ PF W Wj Cn E CD CD Cn co > 0 > 0 0 Cl) co CL co LU Z _j CIL SHEET NO. PA 1A November 1, 2023 MIAMI•D1�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA. LLC N NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED`' to EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 �-- - o -a Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS © o s Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I oJX prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " = A m SCOPE: This NOA is beingissued under the applicable rules and regulations governing the use of constructionCrai pp g g g materials. "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables", sheets I through 3 of 3, prepared by g Parrino, P E, dared March 24, 2003, last revision #1 dated April 21t 2003 bath (Craig e ad Tables", sheets 1 LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load bl s , Lintel Safe Load Tables ,sheets 1 through 3 of 3, last revision dated 06/12114, N H $ o The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. through 3 of 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, n 08119114. P.E. o a N Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. on B. TESTS d = > E = (AM). B. TESTS ", " March 22, 2012. 1. None. - CD •-- CD. 1. Test report on flexural testing on 4 6" & 12 Precast Concrete Lintels Filled and B. TESTS 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, perASTME-529-94, prepared I None. C. CALCULATIONS 3 •� = d Section In Miami Dade Coun and/or the AM m areas other than Miami Dade Coon reserve the right to have ( County) ( County) g b Applied Research Laboratories, Report No. 30404A, dated 04110/03, si ed and y PP P signed • 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.201 through 14.236, � ayc • 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. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, a 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 Cyst -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D 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. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g p P y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. 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 far 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 from Cast -Crete Corporation, dated February 03, 2012, signed and sealed .�' P rY g Parrino, P.E., certifyingcom liance with the Florida Building Code, 2014 Edition. P• g Lintel Safe Load Tables", sheets I 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 I 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 I P P y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. g PP 8 g y g P F 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}. 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. B Miami -Dade County Department of Re Regulatory and Economic Resources RE y �' P � �' (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 Miami -Dade County Building Code Compliance Lice. 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 be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 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 9, E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H%eelmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. . ClHelulyLA. Makar, P.E., M.S. Pro uct Control Section Supervisor Pro act Control Section Supervisor Product Control Section Supervisor t1. ��o,` ` NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 hitr4PtFDADECOU- APP, O Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date• 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 020 Approval Date: 08/20/2020Approval Approval Date: 08/20/2020 Date: 08/20/2020 Page 1 E -1 E - 2 E - 3 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, 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 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 - 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 06111120, signed & sealed by Craig Parrino, P. E 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I 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 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C;Helmy A. Makar, P.E., M.S. ClHelmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 November 1, 2023 Cn M CD U L O O. C O O C .� M U 42. CL U C C O Ca- C C O O LL 0 CU M um) E O Q ..0 F-- �O C/) Q a z z W J E -t-r zCn Cn cu M > 0 CL 0 CL Q L C U 0 L -�� U (a m 0 L cu w a N z J Z Q J a SHEET NO. PA 1,5. - - -A - - — — I __ I --A — ___ — - I I - I - - 17 I, - r I I 11 "Imr." l"q'I'mum I - ��, . I - /I ILI ECO 1 2 7ynw or.pinnav wn in ----- - - 3 110. I I PROMIC f EVATA *Anaaaam No. ifi-4727.02 2 lim C\ I L EC��� / ' TILLIT TESTING A ENGINEERING COMPANY 22, TIES -REPORTS: 6, MAIERIAL CHARACTERIST= AND SPECIFICAMONSo TILLIT TESTING & ENGINEERING COMPANY 2-L TEST REPO ... - WAT TPR A. TILUT YR., ?I. diteco@aaj.com FL M LJou-N. �4 W, Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.). drawing --- WALTIR-A. TILIJT� TRL, RE till a LCOM PRODUCT EVALUATION RE FI.P.rTwn 4416' Large missile Impact load tests were performed under SSTD 12-H standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per FLC,LI14_M,,.Q(ft7I5` 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 . M6119 fL,_ LICOFF V Section 1709.8.3, perASTM E-330. Test reports prepared byArnerican Testing Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996, 26, of Product Evaluation Document (P.E,D.). drawing No. 20-176, Lab of South Florida, Report # 0814.01-01 dated 03111102 vAtnessed by William PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT Ill 20-0727.02 R. Mahner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. P.E_, Fenestration Tesbrig Laboratory, Inc. reports # 2032 dated 04116/1998 and 0219.01-09. dated February 26, 2009, signed and sealed by Edmundo # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. a not Report No. 7. _UMffArQNSANQ_C��F �U- DATE: July 27, 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20-0?20.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Larigaespada, loadings per Protocols TAS 201 & 203 as per section 1609.1.2 Dfthe Florida P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, Othru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared byArnerican Testing Lab of South Florida, DATE: July 28, 2020 on sheet I of 26, as well as General Notes # 1 thru 4 and I I thru 16, indicated Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009� on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB-CATF-GORY- Storm Panels Gonzalez, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by 711teco, Inc. and signed and sealed by Water A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY, Storm Panels Z.3-S-TRUCTURAL ENGINEERING CALCULATIONS 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate. P.E. as per ASTM E-8 and Tensile Test as On 210 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of Me Florida Building Code. per QC Metallurgical Report No. I OKMA 31 8, dated December 1, 201 0 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as welt as maximum anchor spacing vs. design wind load and panel 11111ANUFACTURER: Global PrattilMlon Products, LLQ and Sealed by Jerry Jaclofano, P.E. as per ASTM E-B. MANUFACTURER: Global Praftoon Products length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete. concrete block, and 48W S.W. 51 Street 4800 S.W. 51 Street section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc_ dated 11/03108 and 03/12/15, sigred and sealed by Walter A. Tillit, Jr., P. E. wood frame structures. Davie, Florida 33314 2.3,37RUCTURAL ENGINEERING CALCULATIONS On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design Davie, Florida33314 wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PURPOSE OF &UMION: 3. MISSILE IMPACT RESISTANCE; Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATIONO length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by Waker A. Tifilt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No - 44167), President of Tiltsco, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by Waftr A. Tillit, Jr., P.E. (System $get ion 1604 of the Florida BuNding Code. Calculations prepared by Tilteco, I nc., dated 12/1 811 0 and 08427/i 3 (for this revision), signed and me led by Waiter ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. ID #. 1906) to the Global Protection Products, LLC, Rut* Chapter No. A. T1111t, Jr., P.E. 61 G20-3, Method I D of the Florida Department of Business and 4-. WIND LOADS RESISTANCE k%0I"A1#ff#JV,, , 0 NJIQ "Al §31i� 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. 20 Gage Galvanized Sleet Storm Panel has been verified to Sustain wind I , ... ..... A - - I�V, - , , ,,?V-,',y,Eiyoe -,!p N Professional Regulation. 3. MISSILE IMPACTAIMITA - WE This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, I - __ - Z .., . . I 44167 1% This product Is being issued an Evaluation Report as described herein, and has Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard TAS 201. been verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. ----_L-_�1=4��_p. I . — �*,;_--,* ., * 2 _��:r been verified for compliance in accordance with the 2020 Seventh Edition of the and Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ?, Ap-, . " STATEOF lil: 5 Florida Building Code, arid to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. drawing No. 20-170. _q.. . - ". 11 - 1'40RID"'.-*,4� , %N_A�'�"' f ii.... , N , "�* �0 �0 at least equivalent to that required by the Code. 4. VAIIND LOADS RESISTANCEm Gage This Product Evaluation Report shall be subject to review and revision In case of , - ,,,,,,l8/0,NA'1' This Product Evaluation Report shall be subject to review and revision In case of 24 Galvanized Steel Storm Panel has been verified to sustain wind a Building Code change that may affed its limitations and conditions 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 1041001111101100 a Building Code change that may affect its limitations and conditions 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. 2. EVIDENCE SUBMITTED sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as WATILL D�� TiLTECO ADMON RECORDS A P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC % 20 GAGE GALVANIZED STEEL STORM PANELk DRWG # 20,178 kREPORT 0 20-0MOi 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10, 11, 13 thm 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2.1. PRODUCT EYALUAT-LON DMUMENT-11P.E.D.)% Drawing No. 20-176. tided "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. 2.1. PRODUCT EVALUATION DOQWTAT_(P_LDQ; '24 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a ron-porrous storm shutter assembly, as per SSM 12-99 Standard. sheets 1 thru 26 of 26 prepared by Tiltaco, Inc,; signed and sealed by Walter A. Drawing No. 20-175, tided GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part ,17A.1pils,m, Evaluation Report, 'VII ""kilulluturio, 441�,, sheets 1 thru 18 of 18 prepared by no teco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is inte 01111111IN, og 0 'O " �,A -, k. TQ/ _00 IN ge�� N ; T/44/� , 0 1\ - .. - an , , Evaluation Report. 141S pv, 0 1, Z Z . '76 �Y A T4 :_N - I - - " ......... �� 'A !i;� - ,A� `\CEN .. ,,, Mv - .- -*Z_ .. V '9, .. T ,K I I - - I � '.. 'A , ./ % ��,'.-` ,g:*�.-, \�\ZENSe`%. - __ I . . , , ". % -,-:--.I1,/,-"1-'.' __ C/ N 140- \,\r,ENS -.5? - .41 - , �;�� ., -� -�g-.,_-\�r EN � , -f - - , 191k '... - ' __...., . -_ - ", e I . I � _111�_____!�,___ - - , - ��, No, 44167 ', I -7,�_ f- ,. � - . - - .. - . _,_ I - �._ - ;[ - - —7- 41 �. 167 . z - . - = -�i; - - '. . I - ,C. 0 — . .- 5;7_�-,Z14- ^. % - - - , . I ... , . _'�_ ' - -_ - -_ - __ X __ _���-' - - ------,4 T .1a,,U4 E, . -2, ,�� � ,�e ,!*: i * :*a * * - 1&r,ILI�_ ' : ' ` ' . 7.'� :,, * , * 1 'J'A,, ?" ,/ �, * :*E - Z 7, Z&P-j - - . I .1 1: -In*. I-,'-- __ . � Is �01 -'ri. ., S "O" A ' . 11, topm� - / / --� 1W. STATE OF � I "-". J`0;".. "Ism -, 0 .. .1 S I - " -0% STATE OF :',az %:�. . . , . -%, A� -",* 1. e / / E , �� - %. -1 1. OF ..; . .. A - \ 0 . " Itr� .....tORII01I, . - :-,&-�C*,,-.- .., . � - W, S-1- - - I Nc* , 1 61 /P0 , .. . 1" i-� I 6355 NX 36th Sheet, Suite 305, Miami, Florida 31 I 66 - Phone: (305) 871-1530 - K � V , 'r " r�.... _'.. � --- V xr "'A, 0101,11P. ,I,o%' , , '14011111VIII.- . . 11 0,�, 1�. r�. '. on JolII.... 19 I, 4 ....... I" . 1, I L\ 6-355 N,W. 36th Sn"t, Suite 305, Mairti, Florida 33166 - Phone: (305) 871 A -1531 , ... . .. . ... ...... , , Or. NAL 'Q,121'119,�,b, I, % to,, 01 , W1,1001111", " I I I I I I ,� f 'I .... I, "Jollfrilikok", I 1111141010 I I I rENERAL NOTES: 8 3) IN CASE THAT PRECAST SICK. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K P"U ON THE CXWING WALL, ANCHOR% SHALL BE LONG THOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ��STIOWMRPII.,M!StKV!M!MMPRMOOUCMT �EVALMAPDINDDOCUMENT (PE.0) HAS DEJEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SKILL BE AS MWO40 IN 9, 1) AND It, 6 23 ACCORDAHCE WITH THE 7020 (7N4 EDITION) OF THE RORTDA BUILDING CODE (C) la-L&MUbG�1990-Lkfih--SffSAY-A&)M--�i-�A.TLVJL, DESCH WIND LOADS SK41 13E DETERMINED 06 PER SECTION 4620OF THE ABOVE: MENTIONED; CME, - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY IIW ISU&M, INC FOR A WIND SPEED AS RMURED By THE JURSOMIGN WHERE THEM SHUTTERS W I BE INVALLED AND RS AS UNNUACTURED By ELCO CONSTRUCTION PRODUCTS FOR A DIRIECTIONALITY FACTOR Kd-O 85. USING ASCE 7-16 AND SPAL NOT EXCE9UR THE MAXIMUM (AS D) - 1/4 0 LAC SCREWS PER 4 D.S. DESIGN PRESSURE RATWGS INDICATED ON SHEETS 7 rHRU 12, 16, 15. It. 79 III 20 - 7/Wo Y 5/e WOOD "IMAG. AS DISTRIBUTED BY ALL POINT SO" BOLT le sPET:Wr,, co IN ORDER TO VERIFY THE AMCK COND"KIN. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-76 C 1) MINIMUM THREADED POCTIATION INTO *000 Of TAPCON ANCHORS SHALL BE 1 112- AMC 2- FOR FLCO PANTILMATE PLUS SHALL BE FIRST REDUCED TO AS �O DES" WIND LOADS BY MULTIPLYING THEM RY 0 & IN ORDER TO COMPARE THESE W, MAX tA S G) DES" PRESSURE RATINGS INDICATED ON SHEETS 7 THRU i7. III, I5, 16, 19 AT 20 AM PANELMALE FEMALE 0 r �) MINIMUM THREADED PENETRATION OF LAC SCREW. IWO THE WOOD FRAME LWIr SHAU BE - 1/2- NO THRMED -10 IN OFT" VERIFY THAT ANCHORS ON THIS - E O AS TESTED WERE NOT OVER TrRESSIET. A 31% OIrREk% IN ALIOWMIL STRESS TOP WIND LOADS WAS WL USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N r PENETRATION IWO STUCCO SKAL. BE CCWSIDEPQ AS PAPI OF THE REOURED THREADED PENETRATION. ACCORDA14CE WITH WO.S. 2011L C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SKILL BE AS INDICATED IN THIS, DRAWING S70RU PAMEL'S ACEOUINCY FOR IMPACT AND WND RESISTANCE HAS WIN "IFIED IN ACCORDANCE WITH SECTION t626 OF THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC RrPOFTIS H-549, 9&-570 & 96-1730 MO C 4) ~A4 PENETRATION OF WOW BLISHING SHALL BE 5/9* 1/46 0-20 SCREWS USED SkA.1_1 BE I 1/2' LONG MINIMUM FENESTRATION TESTING LAB INC. REIPORTS #2032 & 17126 . AS PROTOCOIS TAS-201. TAS-20,- AND TAS-203 94MD STUCCO LAIST� AND I* MINIMUM FOR WALLS WITH NO STUCCO AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT 002 1 9.01 -09, AS PER TAS 20 1. TAS 207 AND TAS 703 STANDARDS. C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO DR *000 BOARDS BE FOUND ON THE EXISTING TH TRUE NLS 2 ALL 4UM94LW C"PUSONS TD BE WGS-TIS ALLOY AMD TEMPER (UNLESS OTHERWISE NOTED) SEE SHEr. 2 44CHORACE SHALL BE AS UEWKWM IN C 1) C 2) & C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES 56HALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHA44 BE 4WALLED FOLLOWING NA OF THE RECDMWWDATK"S MO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHEET WEIAL PAN" SK0U HAVE STRUCTURAL QUALM STEEL ASTW A-65,4 GRADE 50 VftMUW G_SC GALVAHM STEEL DESIGNAPON, WM- 58.5 - (AFTER ROLLED) 6 PANELS MAY ALSO BE INSTALLED HORTZOARALLY FOLLOWING INVAUATIO" DETAILS SHOWN ON SECTION 5 THROUGH 10 (SHEETS A fWTIOUGH 6) EXCEPT THAI HEADERS Ml III (I SKILL NOT BE USED S ALL SCREW$ TO BE STAINLESS STEEL 304 OR 3tt, ATS1 SERE' OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 17 94AU BE THE RESPONSIBILITY OF 'HE COWWTOR 10 VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE "I "W"' W/ 50 ft YIELD STRENGTH AND 90 IN TENSILE STRENGTH A SHALL COWRY W/ TLORIDII KIADHG CODE ' ATTACHED 70 06LRE PROPER ANCHORAGE THIS SHUTTER SHALL ONY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME SECT" 2-11 3.3'. fAMILDO'C5 6 BMIS TO SL ASTM A-307 GALVANQW STM, OR HSI 304 SM$ SIMNLESS STEEL WITH 36 WN MINIMUM YTFLD SIRENCTH 10 EACH REGULAR STORM PANEL WII.P LENGTH$ OVER W-19 THROUGH 12'-4*, AS PER SECTIONS 6, 3. 9 & 10 AND ALTERNATNES IT*. I ANCHORS TO MALL SHIkU. BE AS FOLLOWS " IS IOW ON SHEETS 5. 6 A 12 RESPECTNELY. SHA" HAVE A LEGIBLE AND READILY VISIBLE MARKING &STRUCTINC OMER OR TENANT TO SECURE PANELS WTH WRITABLE REINFORCEMENT OURING; PERIODS OF HURRICANE WARNING (A) !Q_Q9_1T9,?QW]SV_QOKW1 11 THE INSTALLATT CONTRACTOR IS TO SEAL/CAULN ALI S14UW COMP014FNT EKES WHCH REMAIN IN CONTINUOUS C)ONITACT WTH - 1/4-# TAPCON ANCHORS AS MANUFACTURED 01 I T W ftiLDEY. PIC (MIT, I'F.3192 P) THE BUILDING TO PRVVEW "ND/RAIN WTRU90N - i/4* 0 . 1/6" CAL. -IN ANCHORS. AS MANUVACTUREC BY DEWALT PC (MIN 1'r.YJOC, p_) - 1/4"o IT 3/4' SOUI ANCHORS. AS 015TRISVITO BY ALL POINT SCREW, 900 & SPECIALTY CC i2 STORM PANEL INSTALLATION SWAL COMPLY *�4 SPECS 40CATED .N THIS DRAWING PLUS ANY K.ILD,XG AID ZONING REGULATIONS (W7 C-3000 P-) ORDOCED BY THE JUTFPSDICIION VILIERE PERL47 IS APPLIED TO - J,14-10,PANELWIE FEMALE ID & PAHF1MATE PLUS ANCHORS. AS MANUFACTUR`w BY EXCO COkSTR,JC4UN PRODUCTS 13 (a) THIS PRODutl EVALUATION DOCUMENT (PFD) PREPARED STY THIS ENGINEER IS GENERIC O DOTS NOT PROVIDE tWORMAtiON - , " 1-33M P-) FOR A SITE SPECIFYC PROJECT, - WHERE n-C SITE CONDITIONS DEVIATE FCXW THE PE:)M /4*0 CF TAP-CMP ANCHORS, AS MANUFACTURED ITT 'RQ-FAST CORPORATION (f'3600 III,) A 1) IS INN EMBEDMENT OF TAPCON AW40RS IWO POURED CONCRETE SHALL BE 1 3/4' 2* �CQ PAWLWATF FEMkE 10) CO~OR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND 0,151,ALLATION INCLUDING LIFT SAFETY Of THIS PRODUCT BASED ON THS P.E.0 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TW3 DOCUMENT 40 AND PAREMALTE PLUS IWO 1 1/4' FOR CF 7AP-GNTP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE COWFACTON'S R[SpONSIBIft, A.Z) CALK-04 & SOUD-SEI ANCHORS SH41 HE EMBEDDED 7/8' INTO �F COUREI) CONCRETE NO EMBEDMENT INTO (F) THIS PRODUCT EVAWATION DOCUMENT WILL BE CONSIDERED INVALID IF woo,nED STUCCO SHAU BE PERMITTED 1/6' 0-20 'CREWS USED SHALL BE I 1/2- LONG M04WW SHOULD STUCOD EXIST, NO 1, MINIMUM MR HILLS WTH NO STUCCO AND WAY BE HEADED SCREW$ OR HL TIOMADED SCRM W/O I4EAD III) SITE SPECIFIC PROJECTS SKML HE PREPARED BY A FLORIDA REGISTERED ENGINEER 00 ARCHITECT WWCH WILL BECOME THE BUT WITH ONG NU?S ENGINEER Of RECM (E.OUR I FOR THE PTIOACT AND 'AM WILL 81 TIMPONTSBEE TOP THE PROPER USE Of THE P ED. ENGINEER OF RECORD . ACTING AS A DELEGATED ENGINEER TO THE A �: IN CAM TIHAT PRECAST STORE- PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND 1). W P ED ENGINEER. SKILL SUBMIT TO INS LArTPR T14E SrT SPECIFIC DRAWINGS FOR Rn" EXISTING WALL OR FLOOR, ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE B13-IIND SUCH PANELS ANCHORAGE SHALL BE AS MER-FONED W A I � AND IN A 2) (*) THIS 9 ED SHALL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF WE FROFESSIDNAL ENGINEER Or RECORD 01W PREPARED IT (a) !01 IHGG :RFIE 1LQQL_W&L_AJNLJ,r39 n TAPDO" ANCHOR AS MMUFAC1VACED IF, I I 0 BULDEX, AC 14 SHUTTER MANUFACTURMS UNBE, S,Au Of LOCATED ON A READILY MSIBUE LOCATION AT STORM S PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709�9 3 or FLORIDA BUILDING CODE ONE L48EL - 1/4* , 7/8' CAL-th ANCHORS, AS MANUFACTURED In` DEWALT INC (MIN ?'ISOD p� PLACED FOR SKILL BE rVERY OPEN" LABEUNG TO COMPLY WIIH SECTION I?QS92 OF THE - i/4 . 0 9 3/4' SOUO-Srf ANCHORS, AS DISTRO90 BY ALL PONT SCREW. BMI & SPECIALTY CO ILCAM aULDING CODE �01 .,.1100 P-) - ___ -7-7--I N C r5E�DR=SHALL MY BE L-SED TO - F14 I PANCLUATE FEMALE 10 MO PARELMATE PLUS ANCHORS. AS MANVITACIURED ON ELCIT COkSrRUK;1,ON Hust, IN THE STATE OF FLORIDA I .ROM IS �M,H r'F-2071 I, I - ) 0%%ko I 0 I 'C "A% - 14' CF TAP -GRIP ANCHORS, AS MMVFACTURED BY rRV-FASI QORPWTION % 0 r1i, '% ' . . , : , 0 1) MINIMUM EMEJEDAI UT TAPCO MC,,0R5, ELCO PANELIAITIES AND CF TAP-GRfP ANCHOR, 1.10 THf CIP �k4"�" "" ' N , .. 17 `,':1L% FLORIDA BUILDING CODE (High Voto6ty Hu, lea" zo. BLOCK UNIT, SHALL at I I/.- I ..... No _1�1_ _.. . f % - ItTU'a. PC 20 GAGE GALVANIZED SrM STORM PANEL I IT, 4 1167 *. S 8.2) CAL-14 Ar SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE ETLOCNI UNIT, NO EMIAIIAIDP . = INTO STUCCO SiIALL BE PERMITTED '/4- 0-20 SCRE-As USED SKILL BE 1 Iltd- LONC MINIMUM 9YOUL1 Trucca I . - � 11__i_________\ LOBAL PROTECTION PRODUCTS, U.C. '/"/Mo KOO "I ____ - C`X, EXIST. ANO I � MINIMUM FOR WAILS Sn� NO STUCCO I ��** IILIECO..c ' 0 11AT' COINIC S ._. -.. -_ - --,. �, _ OF .1 . \ -1 51� — - CPME. `L WI. _ , _ _,o I 'ILLYr Yrs,Wc a EAMPHISPINCS cow- I . R ... "� 0 0 .... - - .- - --,. P40IW t_)_,SAx - ,_)MR_S" 20-176 . . - PPC.r VOT . . .. ::,t I- � , . I - _* " DWWNC_ , - CA , �1 A It --- -,-.-.-I � !.H�I,E i ;W , PALFD,IL . _. ,� .� � :-'I" , I - I -. ;11- am-0 . ; 1. I CONCRETE AHQIM— SCHEMULE " SAM a THROUG. i- ONSTS.; Pomp ED CONCRETE EQUIRIT, IFITWING POURED ED CONCRETE OR CONCRETE BLOCK REOUIRED INUALLABON DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CQNCRETE PANELS (T & A BLOCK STRUCTURES ca4m, AN", I= ON CONCREYEAMONDRS SNEEM "OUG. 9) I= SCHEDULE ON - SHErr; 0 Twous. In \ � __ 1`1 10 I CONCRETE HICHM I - , (SEE SOMIA" ON I - �. - - Q4 O"ISTING POURED CONCRETE REQUIRED, . � , I 1�� -04 POURED r REQUIRM - 1 -4; ,:�, I .,(,� - """A' SHEETS 5 r1dovCN IS) _., - I __\ � ". I, . 116,- n �L \ � �� 7I.. 1/2. - r ,�.., � �� �11 - ,r:_--X -1 - -_ (r_::-4 - 1. , - I - - 7_7 ,/4' 7 I - f4 14,11 tv. _Ia � 1 '��4 ,I � 1 77- [ I V_ �:, arl-I - . P_WX* - -� I Lffi *, , I I I :- I I a ,� _� - , - I , I I E.D. I . 4 . ED - I 2 (k � EXISTING POURED OP" x, 40- 0 : I ; CONCRETE MEDIUM. - . ,;, - f �� ., I "I � : i � ,I,44_1�_ _�_' , 4=0 R , : I M. I A 0 ,�J,4.,�%-:,_" 9 � HISHIETIL ,7,/r CC : M. 11-1 W.I., i - 01 I ; 1 III. 1 J -.= : %Wr OWN, I ,�-�- — . — ...., --! - I I 10 slas I (D I � I 1 . , I . -- - - I I I 9 =___� � . I . 9 O_"J� - i : 5 : : . �. * I - . I ; - ; : - (i) - : : ; ; I I ti i I : : 0 ; : I : I') I I ti f if , � i : : � g _\�'111._ , , �� - I 1 _46*vr. 7 7 1 � - 7 , , DMSD . i 1 1 - I ,., - I , � - I : i . . i 1 ,2 ,/r a. . � , I : I I 11MESYSIUD. -1 I. 1 . I I 4 I .,* 1 12 Ilr"� E-D " t L. 0 .- ,� 12. ! I I Md.. I ;, EXISTING POLRED I : IDOSTING POURED to I A%-. 4 - � i I CONCRETE 04 I : bw� I CONCRETE Olt - . CONCRETE - 12 11r .Ce ;- : M.11 �, P C04CRETE BLOM ., ==t!�� PEOURED "Lo" . L - ,r__; � REQUIRED , I I I I - -I .9.1� " � � % I 1 �;: * � - � , I Ca III?, I ( � �516 Ii ��- �, , - -1 , �"" " 1�1 - EXISTING POURED � � . -M,, H5r ' / - I* IiWI--� I I - - I '� t - - CONCRETE WJXSRED I , -3/4.- , , CONCRETE ANCHORS , -) - . " STAGO39D W/ sm- - 171. __ _ Q) _ S.Mm IS "*a" S) - - (SEE SCHEDULE ON - C04C 000" (SEE SCHEDULE ON SHEETS 8 IHIPSuCH, 0) —E D, - -1 " - WAkL NUKING ;5M,I;t CEILING An :1M,; DOOR MOUNTING , ; - __ . I � - i [_ -0 - : MYCHMAI, _�_ ON INIXT . . I [ I I i I , AT 0110. I I : I I : 11 11A�-A,,S:r 0 : I " IS i - : 12 Ilr CC __L i 1� � i � ! � � F :,�,� *_ , I : I I I�� , ) I : � � " �' I � �:,:, _��,' , EXISTING POURED � �4 CONCRETE 3/. REQUIRED. : -- - E.D - ,;, OUNICASTIL ANC.M .,� 1� '(911 SCHUXU 0. e) ,,-. SHUT$ a THROUGH CLIUMS VAMMI11TING SCALE 3/6-1- 11 I . I -;( — ': �: ,.�. CONCRETE WICNORS � . i_" 4� 1 ,,4,, SZ-1 .`;1 901"M (SEE SCHUMUE OW \_ - SHEETS a THRow. 43 r. M I II-W-',Timl,'-Ifj �1 fi'm �-il-�-iil.-&� mosserm-Tam� . , , CONCRETE ANCHORS 1, - I : -94 (= S:Nmu 0. .1� 94UTS a THRO.CH 11) 9�1IT -, . W102- "I"' ..., , .--------- � ?a= i VAR, OAD 0 9 12 Ilr MC I 101 I I 9 I I I =Wr. rVER, sho a I 'I ./7 CC . 1 14 , Poll�i�'i',T.'Ilo:lljfl.x.11lff'�-111'lii'[,I ���� E.D. - EDGE DISTANCE (SEE SCHEDULE ON ) Smmrs a & 9d -_ I ': III BOTTOM MOUNTINGS CAN BE ; COMBINED IN ANY WAY TO SUIT ANY INSTALLATION I FLORIDA OLPILDING CODE GULAR 1k LIFE SAFETY STORM PANELS (SCALE 1/2W) - - - - - . �. 1 15 196- (TOTAL WIDTH) - � - - I - 15 196* (TOTAL WIDTH) - -- - I - 12.500' (EFFECTIVIE WVTO - I- - _ - . -1 . - 6 1 /,. - . ___ r- - - ---- 6 250* __ - I ; 7 '" - , -t.3�43' , - 1.3r - ,I.500' � N !". I ' I ,1� .�- � , I- 1,350* -� COW VA. THICK ,- 1.350* - , ". , I �- - -, '� - I ' , 1�0 i,wo�- - I GNILVAMM STEEL 1<. - I - - - -, - - - ASTW A-W _� - I 11 I I I , � tl� I" , /� anos- WIN nocx .D.leCo I I I / NEWMEID ., '�__ /��, , r * I -�I) 2617- 21457- G-W GAL 11 I - 41 2 657' GM:� EDGE / ' \ En .TFL EDGE 1 N�_a!6.!FL ,�, I I , , 2. _2�-, TYP� . 2. , ��i_ , I P IYP \ � .24.; � T_ ED HEMMED \ L_ Ou'a - - X,ML � __ _ GE \ _" GRACE so MINIMUM - W - � � \ 6-60 OLV -1-1 _t]iorl. 7'. T \It_,�/ A A t:7 4111. 48Jr 1 46,F J I ------- - . - - � _ , _ I __ --I , - - - - '35.. L-,.3m. - , -- - - -4.2w -----_____.__ - - - T STORM PAN @k END STORM PANEL - 2.16'r - ,-- � I I 30, I . , ---------. � -- ----- � ,r_l �11_ - I 2W' - 2j67' I . PLAin's ENO UP I' ,� - I ,oa. IS a 125* 7bo, - 4'020, 1/4--20, W/ HEMMED - _,.1 I A00, ,.250, , jar - - - . 1�4 SEWS 304 SEWS _22f �_ I , - IS a -_ .. - , ----I 1 _'..125 SS " RNOW SL& Fun WKTED - 3W_ , - OX, - - _10_01:��_ I �� , i , n I 10 941E 0 "' ..' IS , I ....r - -,�� - 1 ,2 'Ir CC __ - - 1, -;-� , tove- =__ � I . I __ _I 12 Ilr �C_ W - , i - - 'I'i I I / / �' �� - 3.375* .093' .093' -0913' 1 . , . . ,.. . 0 — I MO' f --- ;�-��, - - - I Z 125 III._ sm , ",� M , , _� '---- , 09�: ,.L !�j ",.�,,�� I DETAIL I _� - 1 2 125' A a ��Tsl I - I 11 ,,.,� I �,� , t 1000 - , I . I __ - - .2w- 1 _�__ I 125- it a 1375 I 1 / 1� i — I _2"`_ , - 4 - 5" III- � - L ,SW__J 'W� I � ISOMETRIC VIEW DETAIL A /;1 , 41\ 1 �tlow -3w< - t�500' - �_ 2boo* "" - ROUNDED CORNER * ENDS OF PAMECS .EA END UP W/ HEMMED EDGE. (j) *h' HEADER (�) "U- JJURER (�) AM= (R ANGLE WITH STUD @ ANGLE WH (N.T S) REVIERSE STU I - --I VAIRES , SEE DEI. _ = _ f__J '/1- III 2/1- 374' T 6344 91 TOP EDGE a-:-- o9c Z74 O'. - 750' - I PANEL , 'MY- - , .310' LW I/S."o-M 3N SCRIEs # _� V ' I - - , ?:V.41:t--j . _J , __S STUD RM17ED TO 407 06 375' '" - ' L I .W 1 ' .' '_1D421-1,'* - � 12 1/2, oc I . ,,,, .. IF - - 1- * 47 - - - r IT. - , 67 L I I, I - . - , 4io . - I I ___ ft.-- I. 67i- 11141 '.SO0. 1 -3 jlljiii�� I . I � , L � .* HCU, MR - - I `:LS . �-3- . r_ 1.','0.,11' 760. M LOCATION AT �, " , , _.., .. f - I EVERY PANEL Q~ .057' . I t - OAK am' S� .004' - - 2.000' - - - I TYP.) 7 Coo. (�) KEY HOLE nSHER - . IS - - (�) *F TRAcx ANGLE (4 sZA" or TRACK (?) rLAT PLATEo ,063' COM- (m..) I -.004* (----------, VATH STUD GALVANIZED VM - - (' ��Hl*! "ITS '4*% 0 - - - N, ' - 15' LOW 11 It - I .. - I I " �:� r � -� '�� �1� ? /,F I , - - __ , 0� .;� � .... , - - ,-'r. I ,T30`0 876'- t__� k�_,/ f .\ 'J I 3 &.. I � . - I 3n- �__J I '. �_ a . ..4 .., ..I '41V ,jai--/ 2*-. Ir . FLORIDA BUILDING CODE (Nigh veracity Hurricane Zone) , I -) I I �', TIP. BOTTOM .. I -y-2-I.- O.-_ � �� NICKEL Ma OF PANEL A STATE OF : am ruvom PC. F, - TED ONG. RUT .. 20 GAGE GALVANUID SM STORM PANEL owm IN, i. '25 - - 1875. %11% . t .. _. - , I* KEY HOLE o,i,-- 0. " ** - -2.000- - - I ..... W/ekl"n � QN11--il AT FARE 114: GLOBAL PROTECIION PRODUCTS. U.C. AM - - .. MCC S.W. S. SAREIT - Z �__ (1) 2'X7*Xl,( �� A* ALTERNATIVELY. USE WPC M11 W/0A I YQUIT TICIFFOR . TPPPWRQVRMMI.� IM.E. ', MI. _�_ _� ,." IV ALUMINUM AN MONOLITHIC fosmm W/ Aw"ORIL. M-MIAP.—WOOPPS ,H)SPI-7501 w (95.)� 20-176 - a"--- -FaCe-M, . 71r.313r WSKEW (StAwers; CA-01104711 — i-in.1 — I-DOWNS ft rm OR NICKEL PLATO STEEL) TIC � , , 11 , F50-91 . I - 1 -! Tomr, 2 . " I I =D�5-, -Lt __ I I INSTALLATION DETAILS FOR REGULAR PANELS(T & dA DO QDW0 0015 FOR WMIATION IN PM= OWL INTO EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES CONCEETE SM OR WOM —= I VALjD FOR FEMA UEE WO AM E-2 FANG STM PANEL SYSIN � =,CAPMEor; =.M. iMW, ,,, SCHMAr ON SHEET a a 9) (SOC SCNI , . .� ;,� � �J � gem a Beals- 9 -.- I - I � " , . , � � I_ 4, ( L �,,l2. �, - .4 (11 ,I ' ,4 I ---- - 4, , �� T .,P 1 ) � _ I I . _W I FIN, I I - , — — = I P, -- - r , � i 1/4, 06A, . = " ,44 �_l ] - __ EXISTING POURED I I I . .1 - . I ( I CONCRETE i W . - IF � , E.D , �, (A) V , Wee . -1-0 , _� _... . I PEOUIRM 1� I , - 1 03 - @' I '1�11 � I . I i . I _=;.;;;- � ; - * r., - ED ', I . I I - i � L-m-a :, --4- X ---a - � ! 7 I _�. — I ,. a F. (P I I I 1 t . .. 1 WOW, I I : I`= Or 1: .. I - r I �.", . � ,� Jr � r I .- - - -1,ft - , I EKISTING POURED 1 R i & ,�. I � - - I, Ir ." - - I .II - - -1 Or , ; � CONCRETE OR I V I. � . -M - X".&,- . .� I . I 0i I 5 . I / , - , 1. - CONCRETE BLOCK : ; I REQUIRED, I 1 01 9 I— - - - _J ! : : ! " ) T;W " r -L.�ii .-P., .- ! " : � .11 __ I M SAPPIT, .X_ - I I � -�, I I I 11 " I rASLIL(PLAN) MIN o _� Un, At, 5 =__1I i � - SCALE 3116.1- 0 11, t-.. A -.--,, : ! =11 -1 - I Ir STCYCW . -1 i "IV f _' , " , I i, " I . ;1-1. . L;2�11.9 - =1 " 'i I IRS M"CIA" I - WIN r', - - V.- � — , , W s�" : � - WENTANNIN I 1 4 - pe=�-. _., - 1. Ow a I. CAPS : - ,J) V__ , �� - � a. : � "WEST, MCI* 4 1, - - (j) t- [ � T SONPANCI I L___ 1 CUO. ! I I I I....... I 11� i Z I I o � .1, - "*.&r. �/w Ilt 1 1 . - R . : =31� : ; "_*_&= 7� , I . I _/ _,, 4 , I X � � � _!i�_-T I I I I 174S, IPUC, - . /� I 0 I. I/.- .0 ,--, ,,,.a 7 ., ,ij.0 i I ;1 - . I I ;_ 1. ,_ , I 7 - t I I .� 1 ..411;0- " I I — =j1;:E1__= � I I I EMSPING POURED ED , I I 11, — I,- CONCRETE OR . . I CONCRETE KOCK I EXW1MG POURED LD I ' - Srtm-A 31 I- "E&") -trot." 1,L_ i - CONDOM OR - ___ - I 4 Ler , !7L] CONCRETE KOCK �, , . . . �-, I REOURD) ,/,* 1�� - i , t I 5�za — �, We - . ==1Q=. I Z I I . I I ,- ___ 111r, � � I -I/,.'-- iE�r.%_ CAUI OR PANICUMITE 11 U.PE � za.F. =Q.—.i J FEMALE 0 ANO ANELLWE . _* - 1_. ,� , � " " : I. . .0, COHCRTV _�..l ,,� , 1 �, , .��,�, , . 1�, 1, PLUS 00 OF l�r-ow . � (�) `- =.. - - � ] - I= smwvum ON, (SEE SO, , CNA m"WATMM"t I � , - SHEETS 8 A 2) WAW&Wj U.) SHEETS 6 t.woucH 9) , B—MID-Ma MOUNTING I- I I %5 SECTION Z 's, \ I " / I — PANEL. Q~ or"Pr— of / -,, ", "&APS SCALE 3/6-1- SCALE 3/8-l' ... - IT 1\__.1 01MIANNI wv.) — = %.,= __1 . W EK41W * NEW I' WIDIE . ORCIS . FIJI' ED. - EDGE DISTANCE �-m� 4, - 0-0 1 1 THIC� Alum TUBE OR V . (SEE SCHEDULE ON - rA��!�") I I 145MM' STUCCO/ PT WOOD PLATE SPACER .1 SHEETS 8 & 9) lr_��� __ I wwo two I . , C1, ,�� . I IS NEW I' WIDE , VARIES , 1/8' . ; NOTE FOR tl ALUM. AIDE OR I' . VAR" - I � - I 11 FT WOOD PLATE SPACER 'I', i TOP & BOTTOM MOUNTINGS CAN BE LOT ANY DONCIMIS . I BEHINO TRACK �_, - I "L_ypow .. _L L, : AMC.M 1� I COMBINED IN My WAY TO S � _: if I :_ .4. I INSTALLATION. �J ISO, ScH,C,A1 ON �� I ,� ��� _ _ SM" 5 THIOUG. I _VTACX C." lu I - n+ � M, '_ A. Tilt, _] - . . I ___________I 0 �, Ime. wNce, LIM,," ..r .........- ri �. - vl - .... FLORIDA BUILDING CODE (Nigh Velo� zi " one Zone)l —=�Km�— __ %OtEP�w _] MMUNCEPHEIGHTTOK ' .1 - - I PON Cusco, INC, F, (M socauu, 1 112- W"I CONCRETE BLOCK I � talft. . owl" - : "a 1, *. 20 GAGE GALVANIZED SM STORM PANEL C. SHIP, I & 9) 3 REQUIRED, I I ywen �� - '. No 44167 *. -2 onamey X6 SECTION X_X S SIT: * C____ ___\ 1. - 0/analIO" �� . SCALE 3/8.,. _% 1. S OrLS-*17s::� > GLOBAL PROTECTION PRODUCTS, LLC. 7__ L7aiLT:E:C:0::m�,� � S.A. � STREET - DETAIL FOR SPACERS REQUIRED AT TOP Oft BOTTOM TRACKS ADJACENT TO STUCCO X�14,... MO' TRUR TICITIPHO . I DIME. Ft. 3331. __ - __ — ,_%. " r, - . .. MI.— .. - (064)"11-1sa. FAIL Ml)mt-Wv 20-i76 S. ..... ;;w I - go __YAW - ,4..w .1. ., �,�� - ovem; iIN, AL ' t*-NW,9 M.1 — I- — — INS, ,ISIGNATOMEAMME 's t III=- &I - - , I — IF091 ! 1 - 1 , SMS On p��I4]1301*0*VAIRIF.,4!io)a�tx;Lf):40"(I,Iwl! I o):40,10"WI! 5. INSTALLMION: 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, 15, 1 6 and 1 8 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. -6. MATERIAL CHARACTEMSTICS AND SPECIRCA11ON& Shall be strictly in accordance with Gen" Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product en, \ %I � Evaluation Document (P. E.D.), drawing No. 20-175. I* 11 7. LIMITATIM AND COMMONS OF USE: -was I ::w 7. 1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated = . . i on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 = prepared by Tifteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. - W 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES 'A W as defined on section 1620.2 of the Florida Building Code, 3; 7.3. Product shall only be Installed into poured concrete, concrete block, and .!! �1. wood frame structures. Co T Product Evaluation Report prepared by Waiter A. Tffltt, Jr., P.E. (Florida License CC = No. 441167), President of Tifteco, Inc. (Florida CA-0006719). V 5 WATU D:� TILTrCO ADMON RECORDS � P E. REPORT GALVANIZED STEEL STORM PANEL k DIRWG IN 2D.17 1/4. 2/4. 3/4, 4/4. 5/5. 7/5. +IW/10, 2W/10, 3W/10. 4W/10. +6/ 5111T/110. GW/11 & 7W/11 _3* MAX__ - - - ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 0 AT 9 - -_ - __3 MAX_ I' MIN FOR WOOD SEE SECTIONS ON SHEIETS 10 AS 11 1: MIN. — . I a 0 1 a a D.M..(�).(�).@+@4r--;--r-----',- -r--y ------ , -- ----- : _____1_1 -1 ;___ -------I-- _I__T --- T-7- - , I I I ; � ___ I I I , , � I I I I I I I I I I I I 1 , � , I I I , : q�-�.@+@, 6 1 I � I i 1 -__ __T_ - - , - — '- J ! - . � [ , , F , 7 i I 1 1 1 1 1 � I I 1 ! I � I I � I I TF�l i I i! 1� � ; I I I 1 1 i i i I ii I I I .! l'; 1 I i I . I I � , I I �, 1 I! 1 I I r i 1 4 1 1 1 1 . . 1 ! , i 1 � I . � i ; ; 1 1 � I � ! I 1 i 1 ED � . � , i _ - � � - - - L_ -i � � -1 �__ ,- L __ . I 1 1 � i i 2__ i I I I - I I J 9 - ,, I - � , I , � : -, � - 7_ 7 . �� ! 7 1 1 I , . , I . I - � I I , . I 1, I I . I I : I i . I I i I � ;; . i . � � t I— � , I ; 1 i I I - I � __�� I; I 1 . : I � � I . I I I . I ! � i ; i i I i 1 : _� � f *1 , � I I � i r11 - f I . ,,.i �111- I; t I � -!14 , - ; i � i , � 1 11 1 i I I � � I : . � : i I i I ; , 1 . I : , - � - - - - - 1 I i . ; , � ; 1 j 1 � 1 � V i I I i I � I _ I I ! � 1 1 1 '. ,,�,j�w/ I/,.-,,,.,. ! I I . - ; i I I UNBOLTM — I I . 1 1 � ; I �'S.S. M.S. SCILT W/ 7/0* x3/32' ;_ !(SEE SECTIONS AS � I i � WINGNUTS 0 EA. OVERLAP i i � APPLICABLE) i I � ; � � , i 4 '(SEE SECTIONS AS APPLICABLE) 1 0 i � I i i I I i , : i � : i i I i 1 t_ . ! L I I 1 1 , . - _; _. __L i- i- - ; � - J : '__ � � i 1 � J I ts - � I I I I - i � F 7 T � -� --I -1 F . , I , I ED . I , i I __ I I - i 1 t I i � I 1 1 i I I . . . . I I i ; i i I i � I : I I I I I i I , t � i � � i I � i J T . 1 � I 1 � � ; 1 i I I 1 � I I i ! , I I i � 1 1 ; 1 I ' j I � I I Z I i i : I I I ; i � I I i t-1 ! i i D.M..@,4,C4).1(& - --i _ __ �__ � -- ---- __ . i4l --- I _ ! - __ !41 , !*I- I I I -1 I i0l i4i; i _ __i �� A, 0 . a a I . 9 , , I , I (�)- @) - (�)+ @ - &� - i - 3' " - I* WIN - 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, - I- WIN - 4i..W/10, � IW/10. 2W/10. 3W/10, 4W/10. 6/'S GWIII & 7W/11 - ANCHORS FOR CONCRETE SEE SCHEIDIJLE 04 SHEETS 8 & 2 , - FOR WOOD SEE SECTIONS 04 SHEETS 10 A 11 LS C-1) A I& ELEVATION N.T.S. 1/4* MCI. GAP 267, -, (Uk ONEXAP - WHOLE VALLM --A .- I I �7 \__1l It N\----/ 'kIII01 ,,--/ 1/4* �- \T�/ - __/ 11� k. 1i in kW GAP � )I � ...... ,�_111 **" L<-,) ,<<�,O. .1 . EN -. FLORIDA BUILDING CODE (High Velocity NU can* Zone) I-N �/v,--- **" I � . COME lumm INC. 20 GAGE GALVANIZED STEEL STORM PANEL rP 2 * N 414 I 67 '. 0%� 91 L - - III, - . *2 - - SECTION A -All * * : lur� TILTS. '. .. ATE �� ILIECO.... \ GLOBAL PROTECTION PRODUCTS, LLC. _C` CAM IiII. I .. /I � se. a STREET 1S.s. 0 , .-I NOW, '. IMAL F. 3", ,�.--. OR% * = _.. __ COMPAW " 20-176 . , . ---,-. )_TSAS. �. CMM)-em , .. � / - Poll SH.- AP. am -.1.1 1, I 64rkw. Aww'LalonE , CA-O.m IS !M.1 !!!= 1 - 1 - 1 Pat PRONG .: ____ , SPACER 4 ?" ... P.E - FmIl '; f - 1 -3 On I I INSTALLATION INTO EXISTING POURED DEIAIU FOR REGULAR PANELS(T QQNCRETE OR CONCRETE & BLOCK STRUCTURES ANCHORS. FOR CONCRETE SEE SCHEDULE DR SHEET 0 � _&2URED CONCRETE - - T.RED WREELT.1 POURED CONCRETE OR CONCRETE BLOCK _ _ __ __ _ __ _ - - - FOR WOOD SET SECTIONS ON SHM 12 I CONCRETE BLOCK REOUIRED CONCRETE ANCHORS - ItEr SCHEDULE ON . REOUNIC13 - r.NCR-CK=0-"- REQUAM CONCRETE ANCHORS 3, M_ 2,67, 31 VIC, - I. MY, . (MN. OVEIRAP .1 OLUM - - - It It a am we " It - smalT 9) I sHarT 9) :, flu scleau ON SHIFT 9) , �, D.M. me a" I i * ro M - -1 . I I - ff I 0 W ; 0 1 . v �� I F I I - , I , , i : I � I j ., , _IE-Z�5 ; __ - I I \ ___1 C = -e,- . 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GAP - V,.� I , - qT_ :;_ I 11., ') I � 2.67* - " . �_ - t I �� ,1/4' . I , . � . , �". 1 1, . I I,4'_2ft3/A* S.S. OXT I- 11 y I - .�, I-- I T OM, DIEFILAIC -1 WHOLE WILEY) 4 __ '! I : I k "" - � el/ 7/6-.? . 1 .(32- ONG HUT 0 112 t/2 DO, I . - CONCRETE ANCHORS - - __ � - — ��____ �_ �_ � �A - � �_ POWDRETE ANCHM StAGOM Come" ANCHORS (SU SCHEDLXE ON (Sm ScHaDuLc ON "M 2) ,/4' Mkt_ 3 W1 STUD (SEE SCHEDUUE ON SHEET 2) S.W 9) CIO r OR =? ftZ SECM A -A (TXR.) � =C= 011 ___Z=R=[ OR SECO, RIUMED REQUIRED SCALE 3/32*-I' "COUMED DIRECT AU . .A 06 MOUNTING , INUAMM SECTION 8 DIRECT W 0.6 NTING INOVALIP1101f, SECTION 9 DIREGI moutalti 10W 1=0 SCALE 3/8.1- SCALE 3/8-1- . . IIIIJ . ... ..... .. . .. *. . . . .. N . . . " __" . . * . - FLORIDA BUILDING CODE (1419h Veloeffty HIM car's ZO COMB KCT*,L FOR CoMe " - . . If : r - SKIM r,im. Ac, 20 GAGE GALVANIZED STEEL STORM PANEL F.P DROP 61 E.O. - ( BE TV S17E S�1� ON SHE! ET 2 ,IW ) I =-.QSE TOP & BOTTOM CAN Of INTAY To COMBINED IN ANY SUrT ANY I . . - * 1 * .... * 6Q;"; - -_ . =��_ GLOBAL PROTECTION PRODUCTS. UJC. TE 0 _', 0 )W __ _____ 5 11LIECO.. e!_-�� 11 - WII'34/302 CAR, - INSTALLATION. . * - V_7_`I`1` �r - - IS - , Us., "e, , " '00 - W ... C'N ...- , e Q-0- .... X==MrM,., ft., (sm)m-,%L FAX (1154RDIPAPFF - - T COB .1-1101. - I ON) ITY-HIP 20-176 Comms ft K �� IAT ,;IIi� "W"I"" ok�� I !M . 1 — i - ! !M . 1 — 1 - - 11 . - i fill" SILVER I ruff . I I w, TP P3_9 - I - I ! FLQV- U, If , I I -*..O a) CD r- Cn -0 —00 > a) = 4- .#._, Ld) a) 2 CD C _0 a cu -a a- - — M -#--# 0 a) 4-5 (n a) :!=,. a) -0 0 0 -0 -a _0 a 0 2 C_ = -2 a) 5: C= , CU C= 0 .0 -I.- CU U_ s.+_ 0 — CU > a) ". .4-9 L_ CL �9 CU 402 .422 CL �_ -0 .= U) < - = C= L � cm 6 r- Cn I C.� C-4 to :04 ! U6. 0- . a 4= - C-4 .= 1 2 C= go P C', - I �e_ P CE) S. = W E --- == C2 .S w :1. 3: :x. - .= ,2! owl CIS 4 :i- = C= 0) = 1 .;-� ., = = E Tor 0 0- C.4 7 W mi Cn " (D 'A , ,P, a J M a) C: M 0 " " :3 UJI M < Z Z < _J 13- 011-9 (1) CD _C__ U) CIO > 0 L- 0- CDL < -6-P-0 0 :3 _0 0 L_ Q_ (D (J) M M SHEET NO. SH 1.0 I I 1 I I 1l II Na ISmw ,• WALL AND FLOOR MOUNTING INSTALLATION FOR � : "al;�' m . ,n•3«TE AIDaIB O .344 -1.. -Eta PU. „a 6. SPLIT PANELS -- rj --- Y1'"ram : MRn ® } 'I 0�I , fi t/.`1 '.°'Awo I 1 � flea. I :- (. _e ® {0,P ,aP a!a°aWwMt � e- 1,• EDP m•. aPndlt II I II !-r--___ bi,Hti nau aan I f 1. I /WN6 •w 2 1 It 1ODGF of WILLT lAraaR ./ 2 1 ( ( a A°RL•QAeLs ,• + +31MCRT[ w «GLUT •. BIaeO I/ 2 V4' I Hun 0100, MN, E.O. K, \ `U31 SLOG, seE 3IsaINc ImFa'i�fb®� DETAIL I gG�IE.' ,!• - 'T^v � I I 1 1 i lI� t Km DowMpeTAa tea aa,A I �`--'� wAAWA • nw arr.uF a Wr ANaa ®ys�� f •� GA .me ws. - p I.,. M'•1° P�F N.,p 4_11+H a[_. - lt. _1, �..� mAt: • .• 0.C. 1 NMOIaF D• MB SWAT, (l i �� ' '' i T 1 l 1 i i i I yW. MFP(N i I wt00i oR a°i� i j FA,EL w -e' ,r Ewa � FLLID .. } •. nwu .out I ` I � � 14 I I � 7. J.l O•M6 w1tF+O:aa+1t_RATNc __ �_ r(lt�WNSR•MR I 2. f. I �.�_fT- �,i �- i. 2 1 ( i r.-w. w--Lr r 1 1 ( - AAIDE + ' --� rotor : • M Y� •..2 (to MI. W.O* � ® N.. � '-- AAAuer SMN • am t` SECTION Y-Y apt SPLT STORY PANEL ELEVATION SCALE 1/4•-T' SCALE 1/4'-1' -aF rwri�pA�in SCALE+/6'�tt Y(1LLUW SCMEOI}LE i 1�\',III 1 7j3 1 ANu, 1 N C___ t 1 A -_ LL Cox SoE 1 tSa fEltnlAt wl 11F2'n I a P) LDEm sm Am O< •fd0 µl_ nA µ1 c¢IIanT A+r .CAMS aQ SEC MLTO.W ,. !. • . w«Qn•&0 Ma. WAMON SPAN (rQ ' REGURED MM. 719E VuLLIA ^ 4 4•-e• 2' . 3' . 1/8' > 4-0. 0 5'-0' 2• . 4'. 1/8" > 5•-r To s'-to' 22•' .. 5•4•. I/B•. > 6•-10' TO e'-0' 2'. 6'. 1/8' • t�A�iO +56.9FOp4 ASDT2EOSWiN1 PRE�Si lME MTWO TUE'S' °siiiu ONENTEp SECTION T ^ ALL"U"L To sTo�ni Ps LE4GT�i It NOIL MUUAN CAN ALSO E NSTALLED 0/0 STORM PANELS ON TOP oft BOTTOM SO THAT IT IS LOCATED AT TOP OR BOTTOM Or OPENINGG, COME PANEL OPENING W/ NE TOP a BOTTOM) OW RATION - ALTENATME TW SCALE: 1/4- - I - '71 IN • ► 11W.1,•B : +o ~�io mm�•weeAr.DNa w I: ',PtaR,.�a +,oe °"w-,1O1"�- � - 2 ry' 2 a. `r.w No } t A SRAM is --T-- 3 i WAL INSTALLATION - ALTERNATIVE 3W $J .. SCALE 1/4• - t- w4,/Y W �A�rD�raMATfir.M, MISTLLLA� TTVE 2W WALE- 1/4- - 1' NOTES 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.sJ. AND PANEL'S LENGTH UP TO 8'-11' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COM81NA710N OF SFMIONS; TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, CODE Cen NNG t FLOOR MOUNTING WALL i n = MOUNTMIG INST�TION - ALTERILTIYE AW jNSTALLATXM - ALTERNATIVE, SMI (SECTION AT TOP IS LIMITED TO +35,5-67.0 MAX. SOME. 1/4' - 1• AS.D. DESIGN PRESSURE RATING) SCALE: 1/4' - i• RwN I IF I .AP • tT '/r PC i ''� �• P.. I .r`o.�ro°p°� , , nRSA uNwm FLOOR MOUNTMiG INSTALLATION - SECTION ,LAW WALL 1/4' - 1- FLORIDA BUILDING CODE (Nish VelocliY Hurricane I CONCRETE ANQgRS OONOAM ANpgNi FOR CONCRETE ANCHORS: SEE SOEDLAE ON SHEET 4; (SIX SCHEDULE m (SEE SCHEDULE ON•--� FOR W000 SOWN SEE SECSNN ON SHEET IS BEET H4t� .� MEET 1.) \ 1, 21 N2 IW/TS ;z.- '.. 1/4. 2/4. 2AI/4. 3/4 OR 4/1 r*, 2 $ iWj15 PweEo CONCRETE J , w RcwmEa1_ SCHEDULE 0-�.iI1' 11711(It i (Ti iT1i11 i�1-I 10 A/96 ' �ffiISHM " SEPARATION - P I (END t PAIIEtJ (POFNON PNHpJ ( P.�/EI)DNiTwOR is 1/rMr.1/ I ro GLASS WNC NUTS• y WMGNI�- E�'NY • E+.DIY I STD a 12 1 2• D.G. STUD • 1Y 11 1 I) I 1/4Ya1' AIsACoMETDHNqI, N 1 .'hl• LVCmIH f I W 5 5/a' MH. (T>$E 1)- U. 3' Yln (CAE '2% - t (SEE ET. TO 12 + T' O.C. 10 eP 1/1 OC ET 2/14D T T 1 WTOPOW LOQ•TNN �S s) +. P°umCOa I.AL a , f CONCRETE °1 i ( , D `PED IDLIPED r r I ` A 2/4, 20, 3/4 a 4/4 1, 2 !( W/TS 1, k 1W/15 I I ALTERNATE LOCAT04 ON I LT•BESAPANEL _ I 6 AREA W/NO LIFE SAFETY PANELS LOCATION OF l6E tiEE NOSE ILO*) I.RE01AEG PANELS IS OR -- SAFETY PAFNEL -� ( W/O REGULAR TR CX (SEE NOTE 1 MNCRETE MICHd15 _ /, _ R10W) i LAiT PANEL Cri TO BE INSTALLED AS • (w�WE, ap qAB CAFE SAFETT STORM PANU OPEN" 9WL (ffi INAR � •ON YGIIRED COI.CRETE� NN COMOmON) 0 FFAALo"ACiRAIE�OU6Tl`�UATWN IMENOED Ca'L •tDUIREO PANELM TO BE NSTALUED OR REMOVED FROM INSIDE ( rz O'CHafts aN�+OF StRUCNRE SHEET ,•t NL ELEVATION WALL MOUNTING INSTALLATION (ALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32'-1• - SECnON 1 SCALE.; 3/9' - I. - SECTION 2 SCALE: J/6' - 1 I/r M.. ,�_ w. GAP ._ �t/.• cA StljTj3 ON LIFE ¢�r'ETr sreM, P6N£:. h51EA1 INSTA�ATON.,; ':. I. LIFE SAFETY STOMA PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) t A(A7 B (ATENAME UICATIDN OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). MiE,) Hv�S LIFT SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADAACENT TO REGULAR PANELS ffiE AT O,D PAIUs (W/ OR W/O REGULAR TRACKS.) SEE Non ,) ?. LOT SAFETY SlotPANEL CONSISTS OF 0.039• GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONEM . SHEET 2 OF DRAWING. SCALE 3/32•-,' THIS PANEL ALLOWS ITSELF TO BE REAMED OR INSTALLED FROM THE NSIDE OF STRUCTURE. J. CAFE SAFETY vA 1. REOURES TOP TRACK TO BE COMPONENT m! BOTTOM TRACK t0 NnuNNMAA/A� ®AS PER SNEER 2 OF THIS DRAWING. �p...... BE COMPONEjIt COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOumWNG SECTIONS I a �•; •••• ''•., 2 ON THIS SLEET, AS WELL AS DETAILS I a 2 ON SHEET 14. Z�Q'.: aNSf ZL V FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4. Mtn. tENGtH FOR COMPONENT ®13 13-. _ MG.. ANCHOR SPACING FOR COMPONENT ANNCHORAGE AT BOTTOM IS GNEN aY - 'A ND• � Irma ISTECO• Nat FP. ® - * T 20 GWE GALVANIZED STEEL STORM PANEL SCHEDULES 1 a R SHEET 14. -*': GOC GRAM, m COMPOFIENTQDMAY BE PERMANENT OR NA MABLE-A.� 5 SEE DETAAS FOR INSTALLATION INTO WOOD FRAME BUILON175 ON SHEET 15. '90" ••. ' •• rAL PROTECTION PRODUCTS• LLC. IO�o .,ry�•.. oR ,,,,E.` .• ,LAND Sr. 51 STREET TRILP 6 SEE SHEET 4 FOR DETAIL AP%.ICABLE TO THE NECESSRY FOR THE INSTALLAPON OF hIA SS ORAL• / 7•W a,1w 2r YNr.r ••r«a a LAY Inow: (RS.]RA TjM, Ind (Ps.)tWF-e2I7 20-176 / SPACERS AT TRACKS INSTALLED ADAACEW AND BEYOND TO ST,'cC0/110LTD BAWDS, ARNu 11NNIWIAR A:w 0rI M.-qr A- Orl•N MAID. P[ SEALf4UANIWITAT FA-0roaT4 WAtFA A "Anw., P.C.Y M. - SEEI13 Ora .. 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING ((z.s•f•) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE OLWUNAA "0. IM.1RiG - (E116TN (SEE( R ) N TO ,0„ raw Ip �C�pN{ raw or C01lIINIDr1 raw 05s. -724 71-1• on U35 2 +J4• UNBOUND I TN(U a a 7 .95-5. -720 >T•-Y To r-W M.. 2 3/•' Ulam1E0 I TMU 5 a 7 .SS.o -T2,D >a'-r TO ++'-!' Mp. 2 1/2- K T1D0.[AI(IIMf H e H31A -RAID 121-4' OR LESS 3 I/7' • I•�w •'•'N 1.9 ! 10 . 9OLTED S/ 1/•15-20,' Its MS A WNW A amw a "LOOM A PANEL "XIMUM A.S.D. DESIGN PRESSURE RATINg (R.m.f.) AND CORRESPONDING MAXIMUM A14CHOR SPACING SCHEDULE FOR REGULAR STORM PAN E S (I-) R Q INNSTALL ATjQNS INTO EXISTING CONCRETE k CONCRETE BLOCK STRUCTURES NALD ONLY FOR PANELS (fiat QNISEALATIoNs AS PER SECTIONS I TNRU 7. ON SMELTS 4 A 51 MANaAW AS.0. OES,m PRESSURE RAT" („-I) NANMN A.0"On SACwG FOR Ea - 3 I/2• " SECTIONSAPPLICASTO i NIT compY TOM i UDICM of THEM TAPCOR ITtAP-CARP c"_ PANawn In."a PAmmumn ALIA ro CO„cK*[ m6 [ to concom To DONCRITE10 ewm00, CO.IOR[iF 1.OS11UETE Tocommm To mm T7 ommw t57 0.www 6' N/A M/A M/A a• N/A r ''(iA a' Alm , (Top) S' S• M/A NJA r r a• r r 6• , (•OTIOL.) a• WA N/. N/A a• N/A 8' N/A r N/A 2 (TOP) r 4/A W. N/A a• NJA S' N/A Y N/A 2 OID170M) i +SS 3• -F2.O r NJA N/A N A / a' N/ A a• N/A 6' N/A } a a (TOP) v-5• on LESS on ,Zu a' S• R/A N/A a' I a• S' 6' 6' a' } (aDTIOI) a• NJA p/A R/A 6' N/A 4' I N/A a• N/A 7 m(,) r S' NJA e- a' a' 4 a 7 (BoTOM) N/A RJA 12 1/2- a 1/4' 1 17 In- , a 1/a• a ,/.• 6 1/4' 5 (roP/60T1(W) it SU SHOPS to a It FOR Amu4m vvm a UPC" FOR PWWWIONS NMo WOOD FIRM BUIDpA. MNIMW AKIN SPAWOS AN MINIM EDR DISTANCE ARE SWAM ON THIS SCHEDULE FED EO LESS TNW PMYATI D ON SOMAE QEDUCE 41040 SPACING P MLUIPLY-D SPACING SHOWN ON SCNED'JLE IT THE FO UOPMW FACTORS FOR INS OPERATION TO E POUIRL EOUCED SPEW ONWO MONO FACTOR SU. OWN RE LESS TNSI MMMNY VMXQ PONATED FOR EACH AIC,DR TYPE AT AID Lgow IYD1� In ,/.Y - ,rYAr 1/,'. a TFn.En _ia•- - 1/4s IJ4% --- PWm 1/r. _ •rNe-10 M. ANN IN, "ROM OIL) 7 1 ] s i •ry 3 RA .0 yrr NT•r � ] 3 3 ,ry 3 +J2 3 try Nwa n Iwli 1■.Rv wm - 31 10 . 3/e' LOW SASS eAINNG «/ -711A2• S.S. Ms. • 6 1/4. O.C. FOR W LEMOnUP TO 5'-0' AND 6 1/4' O.0 DOom IS, To 0'-r up. OR /1•-,0 UMn FEMALE 0 OR PAWIMAIE PLUS 0 7. O C. LOTH 1 1IHIEAOET+ .m. TO HARE FOw IML LEmmms UP r MP.. to cat E I 1/.• La . 5/r UIW even at." W/ I/41- -10 - SS Ms. • a 1/a• a I 1 " FOR PO4 LOONS UP TO 5'-c• AND a IX O C FOR U 04NIs UP 10 S'-e• MP, Ji Yw MSa II aR �14-10 MNE2INTE FINALE D NI .roLrm PAIELN,Art RIVE • 12 ,/2' O. a 'ISM I p• MA TiHRFAED FDEnA„oN A .Dwain, or EICSTW Rood vurz ro• : UP TO Au LDWTs r-r Mp. DIRECTDIRECTyu'n',aF'r ALTER SCALE 3/6-1- 3,• •' { t�GEAI'gE • FLORIDA BUILDING CODE NI h Velocity Hurricane Zone • NO. 4167 g °'0t0 a,Eu. 'IQ 20 GAGE GALVANIZED STEEL STORM PANEL. Fp. LPN er ST �p.., Ors . :� IL ECOIMt. GLOBAL PROTECTION PRODUCTS. LLC. w1L 'r, ,Y• F •'•.,• 10 ► ' •L +Oro s.r. 51 snED "'L R 333t4 YO-17!) T ILO a ANY s hSy O ,�r� w�awar4Nzwa,r awl- p t+cRE (ate•), MIS. t o �rnrN - (»peP ant L mAnewarlowla>f N . '.aNEEI P on INSTALLATION DETAILS FOR REGULAR PANELSCb & Ct INTO EXISTING WOOD STRUCTURES mod fl I � _'+• �' Eli ,i- J i/52P01rW �,( 4 I Hot - - -- ' EGi EO - 1 , I ' L ALTERNATIVE Y LTF.t WW ATERNA C ' SOLE 3/6-I• SCALE 3Ja-t• �► rffi anNemAE NI SHEET e I I0R ml�qR to 1 TO Doss.LAS& i 7anW�mpi � � ti✓�a I I 1 { EO'I EO . I ( Ea Eo 1 ( Eo E0;1, E01._ Mom PLAT N REa�LIP race HAM[ 'I 4 . � ./!4AWL3Y RAOI,Mm - /.'• LAG 1113EN' IS r oc. W/ ---, Try Ia.1,rwAOFaPDC1w.NM ALTERNATM jj �T� i���_4W .� 21N• 'Al, • MOWwM N HALT. SURE 3/9-IWALE 3/8.t- Ram"I I ERAME FS. IT uM1 un 1•NMAI1 A1rMAu NOTE : SHUrrER TRACKS HOT SWAIN FOR CLARITY mzui% 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8--8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOU1H€RN PINE NO. 2, W/ SPECIFIC DENSITY OF 0'55 OR EQUAL NOTE FOR CONBIIAtbN OF SE^7IO,•15. TOP $ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 111) `O � XtERNA7E LOCATION 0 1 ^ r• _ -_ ,'-0 1 /2' _,AT END PAN0. STUDS O I TO VOID P r MW (CASE R) S,IM 41r ; , cool INCOME MIN EEN����� ��_ • A1. M 1. •iA • m 17 _ s a . n . 1 ( , •. ,/4• SEE NI- SEE I p1T.RNN, I'AHEI --LAU PwRl \/ fM SCHOIAE • SD40W P2 FOR -•- +2 FOR -3• Mom ANCHOR M•P. ANODO SPACING SpACUG 1•-J- Sit, --"a SCALL- 3/1r - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R-131.) AAND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE kameall4r w To SECTIONS t a 1 INDICATED FOR in SAFETY stow PANT SYSSE]L ON SHEET 1ST - - - MuRmUm, Am PRESSURE MINDel UPON NN O W- W out pA eam Fina D pawtum I" EIUCIS PP a COor ; TIOM HU LW W W PALL ,t71GTM 1' (A) TO CONDESIGN CRETE [TF' COMA[ TO CRETE tpS1OKEiE roNUEi[ CONCRETE a N/A 6' N/A 6' N/A r N/A 1 At 2 (TOP) 55.0. -710 O- T 9' 9' 4' B' 4- 4' 9' 9' 1 (90TOM) 5-00 OR LESS er N/A N/A N/A r N/A 6- N/A 8- N/A 1 a 2 (TOP) .55.0 -72.0 9' S' 9' 6" 8' J 1/2• 9' 9• 9" 8' t (BOTTOM) 5•-G• TO 7•-r 6' N/A N/A N/A 6• N/A 6- N/A 6- N/A 1 a 2 (TOP) 7'-6 To 6-r 9' 4' 9- 8' 9' 6• 6• 6• r 1 6• 1 (BOTTOM) YA �AAD •N6SUIE TOTING aN.CONCKM I Sam a 5/Y Mn FOI TOP or m" GHE .(SOD a Y li• FROM TOP O ANMQ Td CTIONS coMBWATIO OF THEM „IWNUN PARR LENGTH v (n.) TAPCON _ _ +492 -61.5 3- 3• ♦ 1/2• 4 1/2- 2 (BOTTOM) 7•-6' OR LESS -52.6 -06.0 3• 3' 4• e 2 (BOTTOM) r-r OR LESS .55.0 -72.D 2 1/2' 2 1/2• 4- 3 1/2- 2 (BOTTOM) 7--8' OR LESS +55.0 1/2- 2 1/2' N/A - N/A 2 (BOTTOM) +55.0 -72.D N/A N/A 3' 3' 2 (BOTTOM) Y-8' 0 6'-6• rNew Au „ua, I,-. rMa LBD,H F+eaM2.w 1� •mot I.wI, anRNms n nAn wa oo-wrol .33.0. -Tao rx 2 3/.' ,ReCLtLe 4E SIRE 1a FOR Amc"m TYPE a SPACM FOR "WhiAnoms INTO WOOD FMIH OU DPC. WILY ANCHOR lKNGS AW MNNY EDGE 06NNCS AM "MOO ON INNS SCWUUA FOP ED LRF TWA INDICATED ON SCEDULE ASOLIE ANCHOR SPACMO 61 .RATrtrPD SPAONO 94OWN ON SC1V%U BY THE FOUAWNO FACIOK. NOR THIS OPERATION TO BE POSSIBLE REDU= SPACING OBTAINED USK FACTOR SIMUL ROT E LESS THAN NNNIM SPACING 94"110 Fa GCS+ ANCHOR TYPE A AMOCO LEGEND. 1/4•. 1/41. ,/P• Ip'r ,/.. AEsaR TEPB iggp: 1' -+G1E UPW1 LT 00,00' OIP-N W Moo" smams (Ant 3 3 3 3 2 In AtImm Nat 0^t 3 3 3 _ 3 WA NN►N d- 3 3 3 ,/1 3 ,/2 AIaL LL 8DE Wommiq 18D1Ot I tJ2 m A _ - 1m - 3In _ m +m Fe'3P' JGEN�'•:;�'� i No. 4416E IN *' BUILDING CODE INSTALLATION DETAILS FOR REGULAR PANELSCU & dA INTO EXISTING WOOD STRUCTURES i? 1h 10 PwNELAAIIE LUS i It.-10 ponawTE PLUS - 14-10 PM ELMATE PLUS Ili --- 6 t/4• o.cP . w/ i 7/B' ', s +//r o.c W, 1 7/B' I.. -� 6 1/A• D.C. w/ T 7/8• T4REA6Fy PENETRATION TO >TUWED PEINETRA7N)N 0 wOpp WEAp THREADED PENETRATION 0 _ EXISTING wow N'Am ' Cx611NG WOOD HEADER REOU6(EO � I j 04STM wow NFA(1FT I { l 7 1/rh2S• 1/rh7JY• _.. " re _ RNG a .-_aWW NA • dCAWSOO D • [WRY SEND . me 1/ 4 • wood HEADER2' )'•.. a ,/.• at w000 HEADER j. s /r oc 2. )i a I!' ate REOUREO' lep. I REOWREO WE SCHEDULE ON SEE 90HdAf ON j 6EE SCHEDULE ar SHEET a !S¢i I iL sar s FOR Mw. FOR ,ILL SEFAMTNN FORTaNnlbl ro MASS I TO GLASS i '• , Yea. PANEL LENGTH I. -.. LIP, PANEL LENGTH � - : � NIP, . PANEL. LENGTH I J•Y-211ri' SS ` tSET NOTE 1) r 1F/IN ' (SEE NOTE 1) I/.Y- s I (SEE NOTE 1) YS.P T i E'�Tan"mPmAP i I i sox -box or OF I _. MAN MAX 7t MAX i N l� MIT '-1 U 1 2,ryd/32. _ tir3 »• - IS r.s wJ MWh 0 E- � ' MW HU/i wWQR � ' EYE' snD • _ : • ,2 I/2. OC TSIO MA E a ,/.• an E0. ,2 vt nc r 1 Eo. I/.•• LAG SCREWS r O.C. w/, 'Ir 2'"' WOOD PLATE N000-P; 2•.e WOW_PLATE MIN THREADED REOUMD _ _ _ - jI4-+O RANELWTE RUS REOUNIFO RED EOUNPENETRATION AT 7/e' I MoRAIM OF PLATE VID WIDTH OF PPLATE EIDN • , j TOY LAG SCREWS III_. _. "J6' CC. //STAGGERED w/ DIRECT 1��.LATM• .. AT t IPEwET4A1ION - . SCALE 3/9-1' DRECT MOUNT SIGN DIRECT 111OUNIT iaaww INSTALLATION SCALE 3/8-1• SCALE 3/6-1- Er-.F S fOR ALTTRN(TNES BW. 9W a IOW ONLY VAUD FOR ,Lµ101"O NS, Y1H LSD. DESIGN LOADS UP TO +43.8. -4a.0 pa•1. AND LLMAGTHUP TO 12•-4- .C10D FRAME CONSTRlIC1iON: W000 MEMBERS TO BE SOlJT1ERN P' EMS • ,� w/ SPECIFIC DENSITY OF 0.55 OR EOOAI.. F FLORIDA BUILDING CODE (Nigh Velocity wrIT, FDR must MATITN OF •stmows: 8 No 41 ? * = qma 1ATBC0. we 20 GAGE GALVANIZED STEEL STORY PANEL TOP a BOTTOM MOUNTINGS CAN BE * _ _s..r f� COMBINED INANY WAY TO sun ANY ST TE tip- _ , GLOBAL PROTECT�N PRODUCTS, LI INSTALLATION. SOW.- FL R1V?..(�• __4 �.-,- .. IL E C O NNE. Mao Sr. SI LODES INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM ,,. LOS Warwo w 4. ac, W/ INTO EXISTING WOOD STRUCTURES 1 I W llpgAOED R1E,RLT,DN - III'' TO QQ EmTNc Poop .ELDER •I E ilk I I4100 (I , h ,--- 1 to --' t- DR _l{ 1 EEOO) Ea, REQUIRED t_ t_ ( ) MW e 12 '7-.c ALTERNATIVE T ALTERNATIVE 2 1/a' 1pn 'J.r. ]eN.�� GET, iD •.Impr 12 + o c I I i aWOULL sc lo FOR Mh I j i to LASS ro GASTM I EON. EO ) d1 I WOOD PLAn 1 o0ro PUNT - - I REQUIRED RfOIlaH1O e G•N ALTERNATIVE 3 ALTERNATIVE 4 TW TE ,//a•. LAZE SCREWS ISr 01" W/ , In' REOUrED ,I Mw. 1.41om POETMTDN DR if1.1.0.d/r LOOP MIAMI PUSHING W/ /.Y-MOIL' S.S. M3. a •• QC CA 1/4Y-2D PANUNrtE FONLE D 00 ALTERNATIVE WOOD FRAME CONDITIONS do ANCHOR LOCATIONS PAQMAn HAR • r Olt : t ,/2' W. 1CNL' 3/r . E• T READED PENC,Mmm 10 FwoaD PLATE ,NNE SHUTTER TRACKS WI WON FOR CLAfT N,NNINIINI WALL MOUNTING INSTALLATIONAp.Tlt�/l ALTERNATIVE 1 W . $DU 3Jr . ,• r 3R•; • JGENS�c ' •'� 7 FLORIDA BUILDING CC 1e7m0 RTEDO. Pc 20 GAGE GALVANIZE 1, 061AlATIONS ARE OILY VAUD FOR BMLD/IQS WITH As.D. OESGN LOWROTECIM S UP TO $T EOF 4553. -72A 00 AND PANELS LENGTH UP TO r-r. - _� f r-• NET +'�;so� '<( R'0ECO1«C. P 2 FOR WOOD FRAMEWNSTRTO ME WOOD MIMSFIM SGUTHM F '" 4eoo R PRE M•. 2. 1111 SPECIFIC DENSITY OF ODS OR EQUAL YA•NA `s$j Al� ! coMrAln «+'E I•AIN,... ....RANI J _•M .Lw R._r m ++II•Ir MawRA w Mtr HUE: (ta•)6aI-7 _6^_j` ^W W N 0 N N Q- 0 O L= Co .� U Cn N 2 0 0 21 0 LL N 1_ CU '` /�) 1� LIRA 1 N X . O- 7 >n 4 .0 >t t0 �tic 3 � lu 4.> A O- O 43 Cn�• O U (D U C O U�/� vi ICU = Q Z Z Q J CL SHEET NO. SH 1. 1 R8'Tr A7 See -ffilll� m li [Ai IR B C-3 mq I I I I_ , , I ! 3 MAX D.M.or 04-- R ANCHORS (SEE SECTIONS ON SHEETS 17, 18, IS a 20) 1p_� "W/tc YAW/19 a UW/29 F7 ili/M ifNIIS 0 M/M I' Mail. 0 0 0 o 0 0 tS r 0.0 (D I DW1@ 0 orttil Puel "DAM A J-7 ----PAIL BOTTOM COM,00 WIG =6 110i w443- L"w". Wiz. 1_1�1-I "Vill. 14/16. I' Mtw 1- UK. ANCHORS (SEE SECTIONS ON SHELS 17. 18. 19 At 20)---- OPTION oz FOR LIFE SAFETY STORM P-ANELd rmvaom SCALE 3/l EMM SECTION A - SCALE A PANELa;. LENOTH (SEE SCHEDULE) MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P S-1.) L (ft.) (SEE SECTIONS) TO GLASS 1 CONDITION +55.0. -72.0 W-8. 1 2 3/4- UNBOLTED CODE INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES w 7 OUWErOER Ung"a • WOOD HEADER V4*0 TAPOON 0 1" O.C.I14o**'TAPC'ON 0 IF O.C. _7 I I __*, /2' Met THREADED / /2' AN. THREADED PENETRATION AT WOOD PENETRATION AT WOOD HIEZOLE, "EADER WADER HEADER 4 A 7 1 11114 1 I T Not. mea, was 1- r Ml NoW Fri] 3 G I EXISTINGI TO audit a.. CLASSJaERutL M. CLISS PANEL LENGTH a90ionuu, 5.117 '01, PANEL LENCY4 twourr NO M.. (SEE won I smaw) I PANEL LENGT` (SEE 4Dn I BELOW) opploomia I PAWL LENGTH Law) w ww poll L (SEE NOTE 1 9 C (In 504AU CLASS m� (SRNOTE I BEI QW) is) S.S. M.S. po, ANY 1 �40fe TAPCON 1/2' 1 4it"I OEPLATE a G 0- EO, 7 ED E10 I tit 1.COWT. ==___o CONT -or,- S_ W/ I --- 1/4-0-oll 4 1 4*SS, M.S.ill/ It 7111-0,3/32- KONG - /" . 3/32' *04 W WM NUT �7 T/111* , 3/32' WM WASWIN 0 12 1/2* Ox WASHER (BEYOND) WASHER 0 12 1/2' O.0 NUT MASHER (BEYOND) APCONI 0 r O.C. 11,410 IAPCON a 1V O.C.4 OC MTAGOEM W/ STUD) koomTH THREADED THREADED OF KATE A ;"Y;:NAT I MOMDTH UVNGN OF PLATE OF PLATE PLATE 4' W PLATE J&�VOD PLATE "ICOD'a WAILL. INWAILLATIE01 WAILI "HMP 41OU"N TER NATIVE'YAW PANEL WALL MWt= INISTAUATION WALL *%Nma INSULLAM REGULAR UM SCALE 31r.1' IMINNIM 0 Rtiff-PA51 a SCALE 318--1- X :EANEL luu SCALE 3/8-.1- SCALE 3/0-.1 Bans iN FLORIDA BUILDING CODE High Vellicity city flfluu cone Zone) (o 1 INSTALLATIONS ARE ONLY VIALL, FOR OU`UIINICS on" A.S.O. OLSON LOAM 10 @'-1' UP TO .5SA -710 PSF AND PAWL'SLEMM UP rp N0.4 alm `oUEoxI. Wac. 20 GAGE GALVANIZED STEEL STORM PANEL � w 2. FOR NEW WOW FRAME CONSTRUCTION WOOD VLMKPtS 70 BESOUTHERN W NO. 2. W/ SPECIFIC CEMM Or 0.55 OR EQUAL 4"/N/U= GLOBAL PROTECTION PRODUCTS, I.I.D. atE a= SW. a, STREETnuu, TiCompip, DAW- fl. 333*4 PHONE -".& M aNXM,_6w 20-176 AL IN, it of ,vanx A. "LLIT A, P1 Ulm Or 2, MIT F 1 1 COMPONENTS FOR SERIES 2000 ok 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) 2591* 15.196- (IDEAL W%l 12500' (EFFECTWE WIDTH) 13W - LOGS' 2-5W Typ MOST" MR Tim Sim EDGE 2.0001 -HDAIEGYPGftEOOE al�ASN_M"kffl OILTAIL 48S Q_w 94l ---------- 1 5 01 STORM PANEL -2,470' REVERSED 'h- TRACK PANELS Poll UP 7aa - W1 HDAiW CODE.' 250' 2,, *OzEI 2 Q. 37w, ISOMETRIC VIEW MAIL A 2 DOG ROUNDED CORNER & ENDS OF PANELS END UP Wl HEMMED EDGE. 125 1 - (l I I I 125' lr 0 3"'W(1iss.) AL, M. ANGLE L "l O O *J- TRACI( 750 LOSS. (TYP.) - .750- - STOP BAR II" LONG 6 063-T5 Alum, ALLOY 6051-T8 Alum. ALLOY 2 25 Top. 2-low, 1244' REVERSED *U* TRACK 125' 20DO* 125 2"'ItS"(lollax.) ALUM, ANGLE FLORIDA BUILDING INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 114' TAPCON ANCHORS '14' 1AFCOM ANCHM Ij4' TAPCON ANCHORS Too 02. ; TAPCON ANCHOWS 9, D.C. O.C. _ 4 r Ole. 0 C POURED CONCRIM Pok"Im CONCRETE POURED CONCRETE CONCRETE CONCaRETE OR comcitm OR CONCRETE CONCRETE K REQUIRED OR BLOCK REOLAM I BLOCK REOLOtED KOCK WQU*ED 114- Fc- t/4* E.ILOA LOW LO 0 -SIT G*AN am r saiNTAM I - law to W, stal No 41 a A07 wm .0 ED E.O.- LDA 11'2 4 0-111(OI�ss M's W/ cm -2t(4'SS M1 W/ 1.WING NUWASHER ISa3/,ioil NUT MASHER 01A 0 12 1/2' C IKYOND) �_7/11*0 3/32" WINO Mo .1 WASHER a 12 "21 O.C.igli� l,r4' TAPCON ANCHORS W4" TAPCON ANCHIM 1APCOA1 ANCHM --;=ON 6 4 1/2' De 4 1/2- D.C. I/r O.C. (STAGGERED W/ STUD) (STACOM W/ STUD) 0 4 1/2' OZ K POUO CONCRETE -OURED CONCRETE POLOtW CONCRETE CONCRETE Ill POURED CONCRETE OR OR CONCRETE BUICK OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REQUIRED REOL"M WALL IM&FING INSTALLATION WALL MOIJ PC WIG INSTALLATION WALL MOUNTING INSTALIA71ON RM"L IL REWLAP_ &EL 0 Uff =SARE&TYMPANEL & LIFE SECTION E-Gul PANEL SCALE 3/8--1" SCALE •SCALE 3/11".1' SCALE 3/0'.1 - sa olm 19 & M FOR � TYPE k New= "M Spalopc Fat INSTALLATIONS ARD WOW -MM OKM as ,RNA MINIMUM Alf4A7W S-ACR" AND U..w CIDGE DISTANCE M OWAM ON IM I-- I- OIL) 3 11CHEDULE fC* ED. al LESS THAN WrAWD semmu MUCE Ago" OW MA In NUILINFLIVIO SPACIND SHOW ON SOMU _ .WWO 37 min 1A an aRr- va" BY 1W MLON" FAMM Me INIS OPUVMM TO K POSSIBLE MOLOM SPACING OUVJMM USM FACTO SHALL NOT K LESS THAN USOARA So"CING, MOLTED /r FOR EACH *CNM TOE ON THIS SCHEDULE FLORIDA BUILDING INSTALLATION DETAILS FOR OPTION INTO EXISTING #2 FOR UFE SAFETY STORM PANEL SYSTEM WOOD STRUCTURES 4 II/ 'TAPI,00 0 D.C. /MIN, WDap 7. WADER HEADER 10 12 *ODD HEADER 2- itWool) MOUNTED WANT 2' RrOUHMO ow L r'12 EXISTING ON '"al 14) TO CL� MASS PANEL LENGTH PANEL LENGTH ON SNEIT" Too) ME NOTE I BELOW) SEE NOR I BELOW) GLASS SIS, M.S. W/ -4: 1 ;XNZOI 32 j v, G E'10. 6. t Ea. t 2'4' WOOD PLATE REOUNWO 7/11`0 v 3/32' WIND NUT WASHER 0 6 1/4 OC 2*14' LATE Tol 7/8"It 3/32' MNC "AUT WASHIP 0 (BEYOND) 014-10 PANELMATE P%JS #I. -la 0 6 1/4' OC 7/.e 714READILD =NA /6;. WR 0 6 l/. ". AT MV*VTH OF PLATE MON. w T04 AT oplowarrm OF PLATE WALL mwwn ALM= QUILAR PMEL WALL owMile? l""Mm"NuMw AA' N Tit 0 LFE SA= UKL ON SCALE 3/8--l- SCALE 3/8--l. FLORIDA BUILDING CODE (High Velo"cily Not cal Zone) HIM, No 44167 ILIVEXIL INC. ONCE GALVANIZED STEEL 20 STORM PAWL FP 1. INSTALLATIONS ARE 014Y VALID FOR BULDOM WITH ASO. DESCN LOADS UP TO +56-5. -72.0 PSF AND PANEL'S LENGTH UP TO 0'-B' S A-TE IILIECO,NC. GLOBAL PROTECT" PRODUCTS. I.I.C. "'W" 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0L55 OR EOUWL• ow, wr.DHt : rZy. •Text P"Mt I',- C, 004L F_ "314 NWW_7$.aL Fix 20-176 C�OD.", mq - 1-1- OW� w, 24 (TARE2KOW a/ L) DV/244'/24 f(Su 2 "Rom s• Met 2*/24 1W V/241101 (am NOTE 3 anowG AMC a10At. "M ookmw -oft %a C04t" ANCHOM 3: to. 'ft we* 7.� su SECam 9�w 26 ticelial am sw 25)- 1•M., Air 2 SINS EM OF IOCH rj •I •t I I I I• G i l !) i � � I I i t � �' i I•i I I � j U11 PANEL) -A,90 PANCL) 17 7 T� 60 X 'L' T-1 64 X L. T�l (INTERIOR PAMEL)l (Do 4 SEE on NOTE 3 4 BELOW KF NONE 2. 3, 4 BELOW 1 2 a I I TT41 , 4 f I I I I � i •I 1 4�M- J4• FLS. W/ 17 1 I i .._2D.3/4• Ms w/ I i•� ! e,3�` wNCNvrs 40 2 'L' 0 X -L' 1 IJI 11 11�LL:j ITTrfl 4 V P.ND-MATt'(Typ,) ILL NOR 4 KLOW Mar M.. TON COKVW AW-HOIS; SEE MAY BE LOC =,tr- ATM I . ION Oil, Sol 25. ran WOW saill': /I SJ SEE IlEcroxis ON sww 2e �3 TO BE OWAO" AT EACH 0Dl ON /00-0 BE LAST PN/EL TO BE INSTALLED AT EACH OPEFNGALWAIS SN,9 m HANDLE To 0=0K r =,I% mm �ou TYPICAL ELEVATION FOR ALWAYS TYPICAL ELEVATION FOR REM 10 K WAUID FROM IF INTENDED TO BE MPAULM FROM *we or snvctvw E-Z HANG STORM PANE WIDE OF STRUCTURE E-Z HANG STORM PANERKSIX-SITMEW 9*9 3/3r vw - t, GAP -Art/., oop. IMP iAl A SECTION B- SECTION A -A ft" VW - I' DETNrt1Da OF SERIFS. 1000 E - Z ANIC STORM PANEL SYSTEM CONSISTING Of PANEL NOTES TRACKS AT TOP A, PANELMATE PLUS OR TV LONG It)- OfFEINT)OILOF-SERIES 2000. E - Z HQWD STORM PAWL SYSTEM CONSISTING OF PANEL (fr-y BOTTOM W1 PAWLMATM Cont. TRACKSTOP A BOTTOM. (2). END PAWLS SHALL ALWAYS BE CONNECTED TO NO SILL WALL - MEALS OF BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 90 USED (2) (VO PAN" SMALL ALWAYS PMWMTES OR. IF us AT, 6w. END PANELS SHALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL Be CONNECTED TO /T(KC32" W%NG NUT OR w4kg EFT AS T (3) IF END PANELS ARE ODNNf/M 0 RACK, Cpl��CTXDN SHALL CONSIST OF ocstfmwo ON (3) Ow). NTD 2PW4* MStal To."I /32tO= ACK LOCATION Of MAY A (3), MR CASES WHEN END PANEL$ ARE USE JOINTLY W/ IS TIE NUT OR I/ ft&4'TMi, T�UIWEISCREW AT FASTENERS EITHER Of TWO BOTTOM Firnwal FIAT FIANCES OF END PANEL DO PANELS ARE NOT CONNECTED TO STOP BAR F`=" BUT PROVIDED AT TOP OF SUCH PAWLS (4). IN CAM THAT END PANELS ARE NOT CONNECTED To go BOTTOM TRACK Qe, A STOP BAR l =ft IS Oki -Y USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK ..LAT00M5 "" ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PAWLS MAY BE USE. C=Y M X OF I - Ts = Tj2i� a.-wn. TO 80 TOM TRACK MAY OCCUR At ANY PANEL LOCATION T W1 TWO PANIELMATES F NO SHOWN ON ELIEVATION AND W (5) SEE SECTION 1'. 3' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Ml EDGE Ot" CAX. P. 2F�l Sto +1f V D9 NOT TEED TO i:rC904rN0EACTTCMD . By ANY MEANS INSTALLED T ADJACENT PAN" ((IB LEFT k RIGHT EQ HAVE = .... OVERLAPS RETAINED BY FLORIDA BUMNO CODE (High Velocity Hu COMO Zionol 4 16T g WNQO nTEpO 01L 20 GAGE GALVANIZED STEEL STORM PANEL S STAT ()F GLOBAL PROTECTION PRODUCTS, LLC. N-- 20-176 Topal, M`__ Palo rOPAW" E42TE 60"w 21, or SEE OW to k 20 TOO ANCHORS rIff A tiom ratPM laical Pull SPACIND PON OVALLATOS Ill OM "VAE &NAM ATE ON -zrr SCHIMULE FOR " Laos Thy, toCA7m tax SCHEWAL RIOM APO= SPMNC w .ATftvm SPRIl SKO" 0. SOMIDIA1 313/2 III YW foulowm FACOM RA THIS WMTICN TO K PDSIWL NEW= IW VACW MI&O ~ FACTOR SMALL. NOT K LESS OAK � SftZft OWAM FOR OCli AN04OR TYPE 011 THIS SCHOOLU 3 F Im I I I ljr - INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TZ4' TAPCON ANCHC1RS t,'4* TAPCON ANCHORS 0 q* O.C. I, V O.C. 001,� ITE POUKDOR CONCRETE ON .&ffll SLOCIT CONCRETE BLOCK REQUIRED 3 REOUIRED Max. E. E.D0 -Fo. t, 77 E.0 ; WING PANELMATE PLUS W/ PARELMATE PLUS W/ :1111 7 . 3/32WING NUT WASHER, 0 x 3/32' WING PUT WASHER 0 6 1/4* OC, (BEYOND) eDURED CONCRETE POURED CONCRETE opt CONCRETE BLOCK Oft CONCRETE BLOCK REWRM REQUIRED WALL SECTIOMOUNTING INWASA I LATION WALL MOUNTING IHI16LWION ,h N SECTION 59 0 REGULAR PANEL 40 LIFE SAFELY PANEL SCALE 3j... I* AN040#00#0�. 4 SCALE O 4. No. 44167 r GENERAL NOT - Vu 10 E-7 IIMING SnXW PANIM I E-2 HAAC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E-D) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ARTH THE 2020 (71h EDITION) OF THE FLORIDA allUtNG CODE, DESIGN V"NO LOADS SMALL BE DETERMINED AS PER SECTION t6200F THE ABOVE ME.1,170RE0 CODE, FOR A WIND SPEED AS FIFOUIRED By THE JURIS011 WHERE THESE SHUTTERS INUIL BE RISrOLJO AND FOR A DIRECTIONALLY FACTOR Kall USING ASCE 7-16 AND SHALL NOT EXCEED THE MIJKWUM DESIGN PRESSURE PATINGS INDICATED ON SHEETS 25 k 26. IN ORDER TO VERIFY THE ADM CONDSION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SMALL BE FIRST REDUCED M &SD. DESIGN WIND LOWS By MULTIPLYING THEM BY 0.5 IN ORDER TO TO COMPARE THESE W/ MAX. (A.SID) OCSION PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ;ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.LD. AS TESTED WERE NOT OVER R STRESSED, A INCREASE 1111 ALLOWABLE MESS FOR WIND LOADS WAS UM MO IN THEIR ANALYSIS FASTENERS SPACING 10 ill= HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 Or THE ABOVE, MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201. TAS-202 AND 1AS-203. 2. THIS SYSTEM HAS BEEN DESIGNED TO BE 06TALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE *MOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VAjjD WHEN INSTALLATION IS INMENCEED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS V64EN -WALLATION IS REQUIRED 10 BE PERFORMED FROM THE INSIDE Of STRUCTURE 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIl SLOERS STYLE WINDOWS WHEN INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE 5 ALL ALUMINUM EX!RUSXM TO BE 6063-16 All AND TEMPER. (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEEP METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET METAL PANELS SHALL -ME STRUCTURAL OUALrY STEEL, ASIM A-653 Ow, E 50 l GALVANIZED STEEL DESIGNATION Wlfy- SEES pal (AFTER ROULED). 0 ALL SCREWS TO BE STAINLESS STEEL 3N OR 316 MSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W01111 W/ 50 Mar YIELD STRENGTH AND 90 Its, TENSILE STRENGTH Al SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2417.3.3.4 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR Art 304 SERIES STAINLESS STEEL WITH 36 ks, MINIMUM YIELD STRENGTH 10 ANCHORS TO WALL SMALL BE AS FOLLOWS: (A) TO EK1SU% POURED •ONLBETE, l TAPCON ANCHOPS AS MAN1JFAGTURED BY IT BUILDEX. IMC, (WIN, 1'-3192 P. /4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC (MIN I'3aa0 p-Ci.) it 4- a PANELMATE FEMALE 10 d, PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION! PRODUCTS (1'.-3350 P.W I) AA) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKILL RE 1 3/4- AND 2- FOR PANELMAXE FEMALE 10 & PANELMATE PLUS. A2) Who"AW EMBEDMENT OF 1/4-0 N 7/9- CALK -IN ANCHORS SMALL BE IS 7/6- INTO CONCRETE 40 EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUrH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' Il ANCHORS, A-,) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS LIENtINETY IN AI) AND A A,?). (8) 10 EXISTING CONCaM 111.0�- ol - 1/4- 0 7APCON ANG14M AS MANUFACTURED BY IT W BUILDEX. INC - �/4 0 X 7/11• CAM( -IN ANCHORS. AS MANUFACTURED BY DEWALT INC (f'rY-1500 p al.) - 1 4-10 PANELMPTE FEMAUE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, (f'm-2071 p.s.1) F P.E.tout,,salpeavoia/Dat do 4 4111%4 411=11111 9%8 Q0 Z.- F BUILDING CODE (High Val"Ify Hurricane Zan -LORIDA 20 GAGE G&I'All STEEL STORM PANEL L T .- - 7, E MOM PROTECTION PRODUCTS, UZ.1 LTE1_0 IT MDD S.W. Sisnw Exiat rit. =a N.Ow OMPO-YUS, rw we * a.- 1. F20-171, 8 1) MINIMUM EMBEDMENT OF TAPCON M04M AND PAINIELMATE FENALE 10 & PANELMATE PLUS Iffro CONCRETE BLOCK SHALL BE 1 1/4- 0.2) MINIMUM EMBEOMENT OF 1/4'* X 7/9* CALK -IN ANC4OR5 SHALL BE IS 7/6* INTO CONCRETE NO !EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BUTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INFO ANCHORS. B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE K"D SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN SA) AND IN 0.2). (C) ANCHORS SHALL BE WALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAPONM OF THE ANCHOR'S MAKIL"FACTURIER, 11 IT SHALI BE THE RESPONSOUTY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE HUTT S Lot IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHVITER SHALL ONLY BE ATTACHED TO CONCFEn, BLOCK OR *ODD IVol BUILJ04l 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILOW4 10 PREVENT WWO/RNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL. AROUND FULL LENGTH 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAWNG PLUS MIT BUILDING AND ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To, ,4 Atr4W W40M AND DOORS. INC. E - Z HAND STORM PANEL SYSTEM- 15 POW MO N 15 (R) THIS PRODUCT EVALUATION DOCUMENT (P.EO,) PREPARED BY THIS ENGINEER Iq GENERIC AM DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.W. WHERE 114E SITE CONDITIONS DEVIATE FROM THE P_E_O (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALIATON INCLUDiNG LIFE SAFETY OF 7116 PRODUCT BASED ON THIS P,E.D PROVIDED HE/SW DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSOUTY, (c) THIS PRODUCT EVALUATION DOCUIVIENT WILL BE CONSIDERED INVALID IF MODIFIED. (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU BECOME THE ENGINEER 0 (E OR.) FOR THE PROJECT AND WHO WILL BE FRESPOWAU FOR THE PROPER P.E.D.WGIN�;EC CRECORD. USE OF THERECORD ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SMALL SUBMIT TO THIS LATTER THE SIZE SPECIFIC DRAWINGS FOR REVIEW (a) THIS PLO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGOATURE Or THE PROFESSIONAL. ENGPRXR Of RECORD THAT PREPAF= It I& STORM PANEL MANUFACTUIll LABEL SMILE BE LOCATED ON A READILY VISIBLE LOrAftoo, III STORM PANEL IN ACCORDANCE WITH SECTION 17099-3 OF FLORIDA BUILDING CODE ONE UMBEL SMALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1 7099.2 OF THE FLORIDA BUILDING CODE CODE INSTALLATION RgTAILS FOR SERIES 2000 AND 100Q E-Z HANG STORM PANEL 11 INTO POURED CONCRETE OR CONCRETE BLOCK MOT painal .w A F4 - 31@ - M,Will so t -4,- rl%o Wolf mHlWntF I papa I �7 A vw_ 5 T_ tori ON WON In fop MIN.Me W. SEPARATION i I TO OtAft ape". MASS. 7 D'On 0,111"Ut, cvm 04%.p 1 0 1 EB§ 3 7, L Call Pe L "'a 04/4' ws MOAm 4m� a., Ma" IF \\c vow a) spopar a) + WAL1 AND INRECT MOYNTING INST, WALL_WQUbffjff9 SECTION 2' 4W T INST. Sol 3/w - L AWNTING INIST. BUILD -OUT INST, XMQM_L 0 " "N SECTION 3* SECTMIGN 4' am" SCALE 3/9-1- SCALE 3/il 'a TO ELMKOWM I'M" La. "$, 4 11 0, poom Do, a 0!, DA ON low ap 11l INSITAUARFM rot 0. "W a 8 M14 NO. 44167 FLORIDA BUILDING CODE (Wgh Velocity Nurrlcane zartill comem . An rw TO swr ANY 7$*- STATE OF 2 otm mmm Not 20 GAGE GALVANIZED STEEL STORM PANELrp BY 0 A . '4r DIETAIL I C " 1 , GLOBAL PROTECTION cut ww t - 11LIECO.. PRIMUCTS. Uc. SCALL Ilr - I- -t X / " S�W, 51 snw You IMMIL FILL wi. 20-176 21. 00.'..... l4l r Palo .0- "KaWL, (W)M-?SW Flat .l (*-OMI" -.VIL1 - I .WI [�vatopla, No %kT" A UT -,a- wn U) CD CD C BIT U) CU M =3 LLJ z z _j CL SHEET NO. S H 1.2 � I I-N Xl. 41 �. 3..YJ 1. L U x'r' A I, 1.. VAX•MW ASM. RAM.. �"EMTN6T ANfT1li41 , I TO P.I.) (SEF� .ea.o. -733 1 m• OR LFss a 9/te• BaTEo • . 3'a.sw.ZW, zrw. .08.0. -75.3 to- OR LESS 2 1/e' IIOLTW • .• k .'W • / 1/s-.- W0 ,S.µWS. r WMRMlT AT OVERLAPk 40% OF PNEA LENGTH ,, :i: r . ,T..: . - II,. . . • .,•,.1, .wH:. ,J HL• t • .. 1! . ,1 • yf. R ,I +'.RI •,.T. 'TI:4 H•11 .13.A i MI. Y' NI .. 4i E, I AIAXRALRN As.o Of51CN MANAN ANCHORS WACM FORE 0 . 3 1/I' ^ APPUC4W TO I SECIIOPS �, F� or n�Ell wvrw PwM. LfNOM 1' (K) PRESSURE RA �FM TApCpls I FAut-N I WHOA AT[ FCMALLE R I PwEMYVE Pus TO COFIOIET[ m IX7NCIIETE R m CONCWRC m WNLM7E 12' N/A 12" N/A 12• NIA 12" N/A I V A Y (TOP) tt" 3"s i ,,, 3' S' 4' S' 4• 1' (BOTTOM) SERIES 2WO 12- 3. 1 12- 3' 8' 6• 9• 6- / (BOTTOM)+ GES / 4N• 68.0, -75.1 NIA N/A i N/A N/A N/A N/A t 2 1 /Y l t • 2' (BOTTOM) 70. ON LESS % N/A I 6 1/2• N/A ♦ 1/7• N/A 4 1/2' N/A 1 3' (TOP) 12' N/A 12' N/A 9 1/2• N/A I 9 1/2• 1 N/A 1 3' (BOTmM) 12" N/A 12- N/A 12' N/A 12' 1 N/A 1 4• (Top) t2' 6" 12' 9 1/2• II• it" I 12" n•1 4' (BOTTOM) IF LIMITED TO 65A D.s.V Asa. DES" PTESSVRC RAT04 e SEE SHEET „ FOR ANCHORS TYPE k SPACING TOR INSTALLATIONS INTO WOOD FRAME NILOM MINIMUM ANCHOR SF4 d AM MINIMUM EDGE DISTANCE ARE 04 KATM ON THIS SCHEDULE. FOR ED LESS TNW 94DCAM ON SOAOXAX REDUCE ANDIIdt SPACING 9Y YULTOIMMO SPACING SHOWN ON SCHEDULE ff THE FRUOOM FACTORS FOR O THIS OFOWNN TO BE REDUCED SKVO4 FACTOR pOm SPA MEATSMALL, NOT BE IE95 MIN IIWIINJY SPACING RNOTJ,fEO iiR EACH MKTgR TYPE A7 EACH Al2'AIOR3 IDGFso ANN= INK 1/4I. 1/4•. 1 1/4. 1/4'. TFPmF FDA,XMT-r rN mems, 1Nltee o,L) 3 ] ) ) , n NWNTANO O,n4rY aA) ] 3 - 3 1 n+NMI O.s4r era SIN) 3 3 to 3 ,/I .-- /MALL EA pw womov NIGH -- 11/2• - 3 In• - - _ SO _._--- y _ I.- _ IRO e7 3 f - ,m - tm F�-� 1 + REOURES Ma. DISTANCE BETWEEN BOTTOM OF PANEL i -)t/P' AND (2) m BE. 1/2' 1/2 i W;-1 ++ ROUTESMo. DXS'FAND'E BETWEEN BOTTOM of PANELHERD ® TO BE:]/,6• /IV MN. Hurticone COMPONENTS FOR REGULAR LFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1•) _.. 15125• (TOTAL WOTH) _. ___ . _.. _. - - - _ 2.1a7•- - -_. _. _ _ --._.. .. _.-12 SW (EFFECTIVE WIDTH) - __.. - .. ___. _- -L- -.1D3• : 1 IY-TACT 4' I 250'r- ^ .750"-- .TOAMWE Ct 6 IRA (TYP.)..._ -. J745._, O 4" .,75'-I _ ,.23p` too• .tom I. ;06810� • •-- 1.J50' - -. I.sw.- ._.1.350 -. ,1 S00 .�; z,B."MVS EO) 500 .' aRI I T-- F--- i 1 zw , �.- I !HEMMED GKNMOi 0 SEELINCH16' h \ 3-375- _ . 1.671• -4 - ' 1 ,. -.J4 EDGE AM A653 TYP. I - -A • .OB4- . 4 - SEE " LOTS• - _ �. GEM 1 .260' - _ SIRE[ BL MW.MUM PEMYED 2.125' DETAIL A D-60 OMv. CODE - 37s --;TAP.) L I yy0. STORY PANEL 1" --I.35o' - ORAL A- _-- E - 2000- -- i PANELS STALL EE r6TALLED ALWAYS '- 2.38r.. - FROM T 00 :T LEST SOL W/f JMOMm O2 NOW HEADER (3 rj'r TRACK (� ANGLE WITH STUD ' 1`� TYP. Top EDGE 0.024' (Min.) I I PANELGALVAHYZED PAWLS ENO UP �' %.% `P270-OFSTEEL Y > DVSs• !'` - . ADrr ITRf. / 133'I ..270• - _ �Do` 3 J G, . - '. �'. ! ..SIy 0.375• HT.E(Ef o.250'P `'11.250' ,.. 14D7' i I . t.. . -.} •,625'I - �oD• - � OR - a.75o - I - 270 DAME ROUNDED CORNER 9 ENDS OF PANEL'S .13] f ..- ISOMETRIC VIEW DETAIL A •t - L.6251 Affs• -- .4.2•+D't .. - I MOO, ETNO UP W/ HEMMED LOGE. I -.. 423' 2 J76' - (N,I S) 315' �J 2 5(UO' N ( �- Ems' IX Pr'K' .091 • .Oar �[L,.�11F ' � KEY HOLE WASHER 3.750• 072' (I''P.) II 11 .71 st05-MI54 ALLOW ALLOY © KEY HOLE AT PANEL - -'I• - L� F I . SEE srEET a FOR AOOIIONM i l2<• -- .750• - At3• UMTAgMS . SLEC\E LENGTH 15 t I•. -- i .091• „ 1 _ _ 125' H.__ ONLY MYD FOR p6'TA3A7MINY INTO 1.750, , .375' O S�E� 2,•���. 4L..,34•.WOOD STRUCTURES L �I200'_. -- - -J 2.000' - - 2000'- -.193• -. J750' - 254a' ....._Ir.,ta' N125' 2.0000.40YC!JI L- O7 REV. -HOW HEADER ®rU' HEADER f2:7 -1750- I ,' YIN. TO 5• Ib.. --.- _ 2.000• ^. y ® SLEEVE MAX, t 0 ,�' r ANGLE 11 Wj• TRAM @ PANEL rr�r3�� 174. -. 3.OW' ]a4 -: /Del-ia ALLar VAN A Ti N 1/4-WI1/L,Ar WIDE) J, _.200 .,.:.. k*r �� '' �,N.ef,p, ,O ( ONLY FOR E-z NAND STORM PANEL H i i 50 -- . J 062, `*�; GEN -.,ITT- �6. -.: �. 470• ..._. 275' � ki' � s ! SYSTEM WO-76 ALUM. ALLOY . (I ,.a71` L 1 i000 1--t y p I 1.125' LSlO' 450- i c N0.441$7 't i FLORIDA BUILDING CODE Non High Velocity Hurcicorn Morn I' O � MIN. O ® S 173• i^--.PT 1 4]WW RItt6 rC. F.P. f .oae• ,.m,�' �' t. _. _ I. N ? 24 GAGE GALVANIZED STEEL STORM PANEL I (rn) a I ow•. STATE OP i GROW a. Z, O �., t 0* ,: mnIAX L- z.o00•.. _ i... E.. _ A. --- SEE SECTIONS - - _ _ MIN - t IL ECO 1NG. PROTECTION PRooucTs. tLc. W,<. _' _ ��� „ WHO S.W. 6t stow W, F: a. � r - N s- COW. IL .Z11 i ' -- h HM 1© BUILD -OUT 'Fr ®4 BUILD -OUT NEW TRACK 15 8 � WASHERED WINGNUT �/ A' .. 1mmM.-Tr- �� .N-.r, +.M'IYa)■F-75r.rARX.F4)N►.7I7 20-175 a G-00017H 011,�1a "' MMK ANGLE (1AM•C 3 ALLOY) PE zk/4AM[NE/LMt 1ALRR A Tun A.. PE W - a OW 2 OF Ts T INSTALLATION DETAIL,5EOR SERIES 2000 DIE 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - /1'I c scEYs a eo.c/ /2' M- THREADED PIEIRnTIN (] M•+. 7'*i IYpOLi 1 iP w! - ! -AO SCREWS a 5' OC *D E%K',NG W0o0 ,.F.1OFR. ) "C'm PFOI•ED I/1-• x 7CREws o 6. 0.0 w; ` 1/r N,. TNCADED PENETRAIKW ff FIAT 011 d. FDGC 1/7- ,4in THREADED PF.NE*PA710N T O EY15T1N0 MOOD •6AOER - _ (4 ERi51RIG 1KiDC If.ADER ' A Cw, /11.1' S.Y S. II U CND OF Q t (ai-tPs1( • us /H4.1• S.Ms • 4 cohl )'' 6 tone ! r/e �]j]i' .e.e I e G EHD ILA Q � I 'i7 '' HMt O 7 0{ QQ COPP, AG !. r' : �X SCREWS a 5' O C. N SR,.S I ,/1•.-tA_T 1' 1n0yS , 2•Mn. ! - e E Or3 T (SEE DETNL '/a4 t ID YM151 Nl/]7',0E%STAG MOOD MFAOCPEnETRArIW FA HD QOi n -,�Y61IRf,��) T�V-, IAy' I! oR MRYy RTv) 1s1E aRAu 1/7+ a - Y I,nora r! µ �MF�Y 0 4 COAL /T.., S. 5 , I�i L-� "Q7F. " 9ELq"` o EA O E'NV - R,P-) 1 i S T I:b,L _ REDUIRED R I 1 I . (SEE OrAN 1/2. k ) I 1 .-1 , '40,_. 1. BELOW) ) , 76 --1 NOCD MEMEH REWrED ]t j 7 - 7 ./1.• YY,. ' I!••.-7A]/4• k' 1/'.-20 W/' S 1 a aj'S' YH d SEPARATION us. N/ Q 7j6-e.J/31/ I SEPARATION i ,/.•.-to13J1• � To BASS, i Ije'OF :/. M7r • _ I - to XRAss K5. WjT/e .a!/3]' WIND H r e w WOO u' 19 iWING NUT s vL I EVERY OVERLAP A y EVLM OVCRUAP Ti 7SEPARArO'I'nl. I i Iu ,,M/iuwO.,i� 1' - ID GIA55 i!i•.-:A.1: <" '..t' j W I" 3 2 9/16' V. Ih e/ , AN SCREW W/ i, YPNMT)ON - 7/6•-J/ - • g r+ W 10 4,ASS I EVERY OVERLAP EVER NOVERLAP ; pb( I i I I :' i p I i; Ia r j � i g x e T - rN , _ I J if ytbl 'r 8 -- 1 -I t sY-XN3/4' Y.S. I gg r pK S Cans I I i ) ri/ 7/e'n], g 3 6 AA 1 3 CM I I 75 vrt' RANG MU 33 ,. J I _ , e 17' O G I S , - s I' i =�,. e 'I -_} IF.3' ITS..) \ 13 Y. � __6- 1/iL 1' N. W 1 4`. PUIELMNR 1TWLC Y B . .� ...... � ,i p 7 ANELW N 2 M u N,rr IE DtUs A,INc ! �T I --` ... 1.. � T'{Y�_ i F CaM. . ._. _. -_.. - 4 r� � t i+- i i a , WI ,* N12 ,/D IA.3 M.5 : Ta,AN(csGrEw°1J ,/r ac - -._.) f NOTE to 1KIIwi) DFJ.TRIF10Ne la 1 7J`pQ_.n• wlw , , I/1Y TAD SCREWS P e' O.C. W/ 21r " I Y ` HAN 7M'i 1•.-1371• kN+ 7 Y,.- ,. gg j I'IY- 4• M. W, 1350 TIVNBSCiRl1' (TEE , I/J• N,n iNRL4HEo PENCTRA71C1N • BOLA . RED R• u IMF r000 F RCW ! .• ', 3E PIT Of PLATE .T SDI 4 7006 DP F:.AT OR ON EOOE - -[ 1 4 .- 7, ..'i ,OTT ,A 7/8-) !7) /1.-10 PANELAMTE PLOSIWJ 1�� NODE I. BELOW) a 1/a'►-.26,]/1' Ai-S W/ 7f6'..3/3a' �,, 1 7/6• Mr,. pCFATR17tcM e a e y'/,L� Con, NMfC NUT f ,7 4C. 5[RES IODD (:I{L[l. ,/4L H45 SCREWS 6 0. OC w/ ,/.• LAG SCREWS r e- OC W/ Mm (2) 2'A1' ,� Wn. , 1J'.' YY, iMREADEO PENTTRATX3N Y•, II X-.' , 1/a' Y i1HR/J)EO PENETRATION ,y A LIMOUIS�j?�L..v.. WLbD PUTS otpEDGE I $NATIVE 2"W 'TTD ♦ YD'A%11M OF MATE yy2�tLEy►SEIYL M7 OR ON COCE Ym L•.a' MOOD 0 0. ERF DGE En SCALE 1/4--'- - PLATE REOLMIED RAT MT III DN FIN.£ ALTERNATIVE IIV SCALE 1/r-, BUILD-nUT��� I�us aTALLATION ALTERNATIVE 4"W r, 0-,NSTALLATIONS0. ANAL ONLY VA D f N BULDINGS WITH ,) - DLSION :DADS iiHNHµ NA 31.w SCALE 1/4'-I' JP TC .68.0, -75.1 p.f AHIO PANft•5 LEAY.M 11P 10 5- - (t SPaLT A• T!: "'++�i.TERNATIVE YI 2 FOR NEW WOOD FRAME -ONSTRUCi1aN WWJ MEMOERS 10 BE SOUTO!EA'I E �EA...., �CJr ySCALE r/4•.I• .- POOL SPECIFIC •• ow... Ma 2. W/ DENNSIIY OF O. SS 011 CIX/µ " �,`\`'��• vCEffsF••% - '- REORDER BUILpENC CODE HI h YHod Xurrieone Zone)d°gk ND. 4 �020 LEGS "' 2p GAGE GALVANIZED STEEL STORM PANE1FASEE iAS I REWMiEYFMS FOR La M SjM BW ® AT l� Fd - *: ; * S 9WN IT,ICEOR PANLTlpeg 2 5(f3'jsS Nautol TO lPf OS (9iDCTTp 21 Ai 1OITTLN. 81:ED ON DEA z � . L -�ALLA,MW ,APE a : = -- •. STA 1* �_ ��' GLOBAL. PROTECTION PRODUCTS. LLC. w/wrl, .. 9'•, •. f(� Ot` MID[ Y,+rE f1fR .5J.I.W,. iL E C O INC. [DYtFYA- a ,Cn r_\ / +®o 5... 3, VOW -- • (" V / • E E111N ANY OAVi. rt XJ],a TOP BOTTOM PlONTRMS I'AN W LvMMM1ED N ANYCONDIT�IJN�JIVN E•��•• f' 1 - P., .1 P,. In �1Rtr PAW[: ca3.)W-lD . -, I.).W-LINT 20-1 T6 F. PAY t0 SIFT ANY INSTALLATION, SCALE 1/1• . 1• NJNAN,N Wr^" 'F fA-0�,b'Ilp PP.I CMwG FIE. w NOTE SWJTIFA TRACKS ND7 S,tOM1 tqR CUM1tt PE 1TA.JSKMYTLMC/GJL WAL E* A TLOT "... PF. FLORIAUO, NIT 7 MIlSI M M lF c1FNLt E PANTI a(b Ne/Welre•II<YI STOP OR BOT►OY WITH TRACKS L` N Qmd1 9 MAXIMUM PANEL LENGTH "L+" OR 'L-" (Ft.) D MAXIMUM AS.O. DESIGN PRESSURE RKTAIG .,€. i CONCRETE k WOOD WWALLATONS t L+ V 2ao 12'-O' 12'-o 25.0 12'-O' 11'-e• 3120 if' -a' 10•-9' S1.0 10•-to, 10'-0' 4a o o._ 1. IT 4, CSo 9'-e 9-e• e r s J' 7 s e'-9' s_4_ e -o' • 7-7 r.o - - 300 _ ---- 3S0 Rao rao - 73.0 7 -s s -10- 80.0 ?.-2-67-7•_ no T-o• a a• __ _ 70a0 6 s' S -T1' 'Os0 a -r . 1. 3 a 1/30 - IT9E SW c� PANELS .() AT FH FNO Wt7H TRACKS a.z. d3 k 6-2 SIB D.M.,O.O•( SbID,S„1_ uO11NTED FACIA fNDK `C7' 1 OT't_� MAXIMUM PANEL LENGTH (D 'L+" OR "L-" (T+.) 0 MAXIMUM A5.0. DESIGN PRESSURE RATING FI. + N - (D ) t ) CONCRETE k WINO INSTALLATIONS 't l+ L- 3O0 14'-4• IJ•-O• no W-70- RR_Y Pao 11•-a• UO'-r u .330 10•-7o• r-r -DO e'-•6' 9'-2• Ls0 9'-I e'-,- 50.0 - e'-7• e'-T si-Q- f;_-;•. 7-4- Sao6' i -O&O, B'-0 7'-e• T- 7_-2• AO T-3' e'-11' 730 7.-,. s'-a' DaD T:0• e'-3' 8" 7-o' 6'•J• 9a.0 6'-e• 6'.F• esso e'-r s'-10- IDaO I 6•-. 3_T 1105V 1 6'-J' i�- -- - no.D - 3--I FrsV 4'-lo• 119.6 4'-e• MOAN" SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH BOND SPEED 4 171E my h WIND SPEED > 170 mph (10) UFRF37WMED RESTRAINED L RCBT44KD RESTRAINED 30 OR LESS 1. 1• C 6 1/4' ,3310 90 I. 1. 7 1/2• 7 1/2• >90 TO 145 I I' 1• 7 1/2• 161NHIUu PANFi I FNCaU tinl CDR A GIVEN MOUNTING CONDITION TOP -.. :;; DIRECT IIOMT T' READER •U• READER t.3 5' Im 'c• TRACK PrAG-o'n ;,=,' w SOLD -OUT / TRICK � ROPIIPES - DIRECT MOUNT 46' 32• 1. 1. SS' S0• So. 4 1.5'%1.5• STUD ANGLE 35' SY 32" W. 42• 38• 3a' b ;, TTMAdU 55• 32" 32' 42' 67' BO• Go' t - SIRE CLOSaUWES ANGLE �• 32" '' 1. '' ''A' S6- j 5c, 32` 32' M. 60' IV SIT, 2/4 1 /4, 3/4, 4/5, 5/5 A 5/5 ANCHORS ( SEE so+m0� 1 W/6. 2W/6, 3W/7 A 4W/7 3' MIN sNt-Ts 9. 10 All) --.------ _ - 3''rN 1• YIN.Y _.. _ _._ _ �1, - a _-.I .I-1-1-- T- --r.I_ f-E-T •-.li-f-_T-r-I-7-T_F _I..7 T. -.. II I I j 1 � 1 1, [11 I I I G Lt L, I i I i, i i i I i I I. ) I— I-, i E I 1 �, ,I ,1 I {. ,_i I i 1-- fi i I I fi 1; 1 9 1 1 1 1 I i ' BOLTED PANELS W/IJ4e-20.1- UNBOLTED PANELS i I (sEE SECTIONS AS 1 , 5.5. AN.S, BOLT w/ To EA OVERLAP APPUU ME i (SEE SECTIONS AS APPLICABLE) I I I I i 1' I I I u 11 I( I I I I I 11 I i I j i I ' D.M.. 3 4 I I y _ �• 0 I i __._;. -_. I -! - -- I I - _ , oI eI ''o 'o a -.I_i ®Orj •� S IMX -� ... 3' ALAI , :.- 2/4 1/4. 3/4. 4/5, 5/5 do 6/5 1• MIN' TW/6. 2W/6, 3W/7 & 4W/7 - .. _...-.___ANCHORS (SEE SCHEDULE ON SMELTS 9, iD mt) - REGULAR STORM PANEL th ELEVATION 2.607• N.T.S. ,J4' M. GM (� (MR. OARAP -1 WHOLE WUM :_- GAP _' 01 I v SECTION A -A -r� lilt) L+. M4XIMW ALLOWABLE PANEL L04M FOR A GIVEN POSITIVE AS.A DESIGN LOAD. L- MAX ALLOWABLE FA EL LE710M FOR A OMEN NEGATIVE AS-D. DESIGN LOAD. (2) PROCEDURE TO WEAMINE Mk"km PANEL LIDIGIN: GIVEN A POSITIVE RSA. DESIGN, LOAD, W ER11NE MOWN PANOL LENGTH l•' FROM SCHEDULE - OWN A NEGATIVE RSA, DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH % FROM SO4MAL FINAL MAVNUM µLOMMBLE PAWL LENGTH IS EO hL TO THE WON DETERMINED HALL LENGTH 6Emm Y.' AND 'L-•. (3) SEE £CIEDIAE BELOW FOR MN. PANEL U/NGTH FOR POROSITY QUALOX AXON. .LI MAX AS PRESSURE RATING �' Nstuu7RDIN INro WOOD ARE LNITED m F 9s P D D[9wI ,A ,` ^ /, f0 k II NOR 1MX. RSA. MIGN LOADS k NAX• PANEL LENGTHS FOR xa a mA:n s u9m E'�p�-,. I1tNS '' FLORIDA BUILDING CODE Non Nigh Velocifty HuMcane Zone * • . 441 f>j '; ' .m Ttmo, Nc 24 GAGE GALVANIZED STEEL STORM PANEL pWVM•IP. GLOBAL PROTECTION PRODUCTS, I.I.C. 07/W 0 .W.. iATE OF • T! - I L E C O FAG. 5�n' �Csi-- ORIC)" •'e� T�/(p - .fV 'RL2 Asoa sR e, mELT COME. 1L 3ul. • towAw ..AN, Rr AA-.1T®m_P. MNP 20-)75 5 S 4AyAAh tL /// G A • • \ ti- _ Pw--1L.� w naNL DTMUM-7w. I- (w)RER-rn7 IrAllFla Na y nIE/GR Y I7-,N T4 1AHL1pGG_W067TAft N1 PE fQi ) f• le GENERAL N07ES AMLI FOe 9EDL4e L .e A E-7 wY0 sTnRY PIANO S1. (C) IQ-JYSIING_.WX&-J rt..SELI;E&-4 AMLI G - D 55 Mw.`. 1 STORY PANEL SHIOWN ON TANS FMOpUOT kVALWTOXN DOCUMENT (P E. D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4•. TAPCON ANCHORS, AS MANUFACTURED BY I.TW BUILDER, INC " THE 2020 (7th ED17ION) Or THE FLORIDA BUILDING CODE THIS STORY PANEL SMALL, NOT BE INSTALLED AT MICH - #14-10 PM7RMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CQNSTRUC^-0N PRODUCIs. - VELOCITr HURRICANE ZONES (MMAO-DADE / BROWAAD COUNTIES) - 1/4•0 LAC SCREWS PER ND.S DESIGN MIND LOADS SMALL BE DETERMINED AS PER SECTION 1600 OF THE ABOVE MENTONED CODE FOR A BASK WIND - 7/I6*0 . 5/9' WOOD BUSKING. AS Di5ER181liED BY ALL POINT SCREW. BOLT k SPECIALTY CO. SPEED AS REQUIRED aY THE JURTSOM ON WHERE STORM PANEL PILL BE INSTALLED. AND FOR A DIRECTIONALITY FACTOR % fH ND-0.83 USING ASCE 7-16 AND SMALLE IRIDIUM AS.D. DESIGN PR TAGS [ TCp N SHEETS AIO E CfW PRESSURE RA NOICA. O C 1 NNUM W T AN 1 1 t P ( ) ) THREADED PENETRATION m WOAD of TAPCON ANCHORS SHALL 8E 2 A/O OR ELGO ANEtAMiE PLUS / 2 ' 1 i 1 J. 9 114RU 2 r 7. a v A AND ANEI.WLF FEMALE rb �i1 IN IXtpER TO VER1•Y THE ABOVE COMOT,IOM, LRTWTE DESIGN tYRNO LOADS 0E7FRMNEO PER ASCF 7-16 SHALL. � FRS' Y /0000, PEDUCED TO ASD LES" PRESSURE RATING BY FORA MLYRVG THEM BY O6 W ORDER TO COMPARE THESE WJ MAX (A50) CI) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL. BE 1 1/2- NO TMREADm DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 tHRU 12 a 17. 18 PENETRATION INTOSTUCCO SHALL BE CONSIDERED AS PART OF THE REARED THREADED PENETRATION owl IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOAM WAS KRT USED ,N THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS 13EEN OETERMRIED IN 1,J) M1MA.UY EDGE DISTANCE OF LAG SCREWS, ONTO WOOD SMALL BE AS INDICATED IN THIS DRAW44C ACCORDANCE WITH ND. S. ZD t8. STORM PANEL'S ADEQUACY r1XR IMPACT AND WIND RESTRANCE HAS BEEN VETbfED IN ACCORDANCE WITH SECiXON 1609.1.2 OF C.1) MINNl1A1 PENETRATION OF WCOO t3USMNG SMALL BE 5/e' 1/1' .-ZO SCREWS l6EO SHALL 8E t 1/2" IONC MINION THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /OBI401-01 AND #021902-09, AS SHOULD STUCCO E%lSt, AIO I' MIH•IAAM FOR WAllS wIM NU STUCCA. PER SSm 12-99 AT ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /112301-I0 AS PER C5) N CASE THAT PRECAST STOW. OR TNREf.AST CONCRETE PANELS, SIUOLQ OR HOOD BOARDS FOUND ON THE EXISTING rLAND TAS-2D3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 6r THE5) FLORIDARIpA BUILDING GOOF ANCHORS SHALL 9E LOB IND ENOUGH TO REACH THE MAIN STRUCTURE BERM SUCH PANELS. ANCHORAGE SIMU BE AS MENTIONED N C 1), C2) k C.a) 2 ALL ALUMINUM EXTRUSIONS 10 BE 6DW-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS S?TALL INSTALLED FOLIGWING µL Of THE RECOMMENDATIONS AND SPECTFK:ATIONS OF TH€ ANCHOR'S MANUFACTU ] ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY B PA OILS UAY ALSO BE NgTAULED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 a ALI STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY SIEE7.. AS1M A-653 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCFPT THAT HEAOCRS('D a(2 SHALL NOT BE USED. STEEL DESIGNATION W/FT- 922 %v (AFTER ROLLED). 9 Et SHALL OF THE RESPONVIOLITY OF THE CONTRACTOR TO VERIFY THE SM04ONESS Of THE STRUCTURE WHERE SHUTTER IS TO 5. AIL SCREWS TO RF STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INSURE PROPER ANCHORAGE TH6 SHUTTEP SHALL ONLY BE ATTACHED To CONCREEE BLOCK OR WOOD FRAME BUILDINGS. Q 50019 WJ 50 Pa, YELL STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING t,VK SECTION 2. I, 3.3.4 10 EACH REGULAR STORM PANEL WFI t LENGTHS OVER W. AS PER SECTIONS 1, 2, 4. 5. 6 AND ALTERNATIVES IN, 3W k ♦W ON E. BOLES m BE ASTY A-3o7 GALVANIZED STEEL ORAfil A14 SERI[5 STAINLESS STEEL. WITH 36 k.MiN7MUk YIELD STRENGTH SHEETS 4. S. 5 k 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MAFnfWG WSTRUCING OWNER OR TENANT YO SECURE PANELS WTFM APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING . 7 ANOORS TO WALL SHALL BE AS FOLLOWS It THE INSTALLATION CONTRACTOR IS FO SEAL/CAULY. ALL SHVIIER CDMPMENT EDGES WHICH RFMAN N CONTINNSUS CONTACT WON THE BUILDING TO PREVENT WHIN)/RAP: INTRUSION (4) TQ-jDFwimf-FVv8uLCv1Cf= n I' - 1 I T P 'Y T - I• f T ON AN i.W. I % c 9 2 STORM INSTALLATION WT11N SPECS INUMJIT M THIS WI ANY APC ANCHORS AS MANUFACTURED pR..) NW COMPLY I BU LDE INCLI ( J 2 PANEL $7µR GS W S DRAWING PLUS BUILDING AND 1CWV:NO REGULATIONS PROMOED BY THE Jl1R5pCTOq WHERE PERMIT IS APPLIED T0. - t% I . ]/a• CALK -IN AIiGrK)R5, AS MANUFACTURED ByG P HORS. A OEWALI NNC /4-0 . 3/ SOLO-SFT ANCHORS. AS 06 0MUTO BY ALL POINT SCREW, BOLT k SPECNLTI' CO 13 (.) TOOTS PRODUCT EVALUATION DOCUMENT (PLO) PREPARED BY THIS ENGINEER 6 I.'ENERX AND DOES NOT PROVIDE 1NEORWATiON ( 3000 LATE FOR A SATE SPECIFIC PROJECT. ,... WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E D. t4-, P T i / O WEIMA C FEMALE O k PANELMATE PLUS ANCHORS. AS MANUFACTURW BY ELCO CON51RlJCiIUN PRODUCTS. - 1/4'. ZANMC NAILIN ANCHORS, AS MANUFACTURED BY DEWALI, INC (h) CCNRRACTOR TO BL RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFT'tY' OF THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BL 1 3/4% 2• FOR ELSO PANELMATE AND BASED ON THIS PE.D. PROVIDED HE/SHE DOES N07 DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOUTT 13/4• FOR ZAMAC NMtW ANCHORS (`) THIS PRODUCT EVAL,IATION DOCUMENT WILL BE CONSIDERED IM'A1D IF MODIFIED A2) CAI-W k SOLO -SET ANCHORS SWELL BE EMB€ODFD 7/0' INTO THE POURED CONCRETE NO E118COMON1 INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I• MINIMUM FOR WALLS WITH NO STUCCO. AND ANY BE k'rA10ED SCREWS OR ALL THREADED SCREWS W/O MEAD, ENGINEER OF RECORD ((OR) FOR THE PROJECT AIM WHO DILL BE RESPONSIQUE FOR THE BUT SVOIN WWC NETS PROPER USE OF THE 0E.O. ENOMNEFR OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,EV ENGINEER, SMALL SUBMIT 10 '145 LATTER THE SITE SPECIFIC DRAWINGS FOR RVAEW As) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SMALL Of LONG ENOUGH TO REACH 114E MAN STRUCTURE REMIND SUCH PANELS (e) THIS PLO SNAL BEAR THE DATE AND ONONAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHAL- Of AS MENTIONED W A.1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT (8) TO_L) ftG CONCRETE LL.ASTgF__C=90. IC S44UTIER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY 'AS-OLE LOCATION AT STORM .iN=-WE - 1/4' . TAPCON ANCHORS AS MANUFACTURED BY I 1 W BULER D. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL - t/4' .. 7/6' CALK -IN ANCHORS, AS MANUFACTUREE BY OFWALL INC SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17099.3 OF THE FLORIDA BUILDING CODE - t/4./ I, 3/4- SOLO -SET ANCHORS. AS fISTRM61ED BY ALL POINT SCREW. BOLT r SPECIALTY CO - j14- 10 PANELMATE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CON"- UC7ON PRO�NINIIITN��,, - I/1' P t.AAVAc NAAIN ANCHORS. AS MANUFACTURED BY DEWALT, INC `SEA A. 91) MINIML:M FINBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND IAMAC NAUN ANCHOR. INTO TINE �1GENFLORIDA BLOCK UNIT SMALL BE 1 1 /4' : BUILDING COOS Non High Val"Ity Hurricane ZONE 8 2) CALK -IN k SOUR -SET ANCHORS SHALL BL EMBEDDED 7/0' INTO THE CONCRETE BLOCK UNIT. NO - �44 7 �L .3m0 O:,ao. rc 24 GAGE GALVANIZED STEEL STORM PANEL arr eY, STUCCO SMALL BE PERMMEO. 1/4' ►-20 SCREWS USED SMALL BE r 1/2" LONG MINNAUM SHOULD EXIST. * mM/FW AND t' MINIMUM FOR WALLS WITH NO STUCCO. l 4: STATE I L�O....L TAT • LLC• (AN, 9.•.Rao s. 3, sII¢*83) IN C,,,ASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE F -CDR) TNaaF IMACL sL ff-m / _ llw ar. W4rN RMmN, N DHr 2O-ITS EXISTING WALL, ANCHORS SHALL. BE ENOUGH i0 REACH THE MAIN STRUCTURE BEHIND SUCH P Fpkl/��A�W},IH 'G,\� nu; LONG n.,, GYRS_,ra N, p4R WH_,AP s.HONX pNJ6Y-TaN6. (FaL�pIJ7N ANr.Rr M w rwHr a Or.,MNO Na.. ANCHORAGE SMALL BE As MENTIONED N B.T) AND IN B.2) A'WpII�OtUAL NN PE 9[J4/3,aI.+T1NAE/0Att G-omF • III/11t/11 N WNLTDR A TTLLI J,FIARGA.. PE i'la M Mllii , aF le INSTALLATION DETAILS FOR REGULAR PANEL (I-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1pZtaTNO POURED CONCRETE - .OUSTING POURED CONCRETE. _ _ OR CONCRETE BLOCK OR CONCRETE OLD" RfOA,OFD -- I ,fy REOUREO. CONCRETE ANCHORS ClN7C74E7E ANCHORS / ' (SEE SCHEDULE ON -- SHEETS 9 THROUGH to; / , /�'� _4 ), (SEE SCHEDULE ON zj� SHEETS 9 THROUGH 10) :: ' G EXGSTING POURED CONCNEFE OR _.. - ._1 -I //;��p REOURED. NCRETE BLOCR ('t) 1nY-Rh 1 0 1 / /, 1/2` I -1/4• 1 ,/J• )1/4. RTF . _ 0 I,w O.0 -. i,L+yY__-. _ . - MAX; -. _-_. .-... .w ,..-Are CONCRETE ANCHORS / _ F I (SEE SCHEDULE ON CC i E) r 1 f�F SHEETS 9 THROURF 10) I • ) I I t I ff Ef3,1 S S 1 I R lk i %" 1 -.. 1'-- ?, _ w tl_ RAM:- - j.-_. IS•3 ea,Ts • E.D .: i t 1 - TTOP CLASS I• --- EXISTING (SEE SCHEDULE ... I (m no ma I TOOL, aim r-4) '],• Mo.. ,jI TALI GLASS. "4 ISLE SCHEDULE b A, I 9L M PNA3 I UNiN Ow* r.41 f f 1 ,.,. GLASS ON SHEET 3) j f PANEL LENGTH I p ON SHEET 3) 1 .:. /, .:: I I U (SEE SCHEDULE A t Yln. SEPARATON Y' MIT. 1 1 7' Ma.. I CONCRETE ANCHORS "I I ON SHEET 3) R yq. T 0 GLASS.I I PANEL IENCn+ 1PANEL LENGTH 1 (SEE SCHEDULE itSEE SCHHEDULE I (SEE SOEotLL tSEE SCHEDULE ON I_. SHEETS / THROUGH f0� i �. R Y ON SHEET 3) 1 ON SHEET 3) ON _-. /, -... - .1 _..J I - /) �J wx Y I : 1 H4'.":: I OF' • GLASS Y {�7+ 1 `+i1 a y j I # k fD q. :,- .. ) He,10 BOLTS 1 W.�•mtlh' OC. : P I Of 'L I MAX. j . 1 ,.. S FD 1 .. __.i I EO .,i0`1 j E.D.t 1.T -; EXISTING; POURED O 12 1/2' O.0 �'. i H AS APPUCLBLf) ; 1 ,4 - 1:151' ,e. HMeHR ,eAo T--1M.0.amL SL PSMSOw/ NUT CONCRETE BLOCK 1 RLoInREO. : I CONCRETE ANCHORS "' i i (SEE SCHEDULE ON [" J .. I- - . J : -10 r, 0- e It tn- Oc. _ _ SHEETS 9 THROUGH 101 ; 1 1 ALTERNATE - I. Y.r - le. I W'/i.S ONLY WHEN , $T � .�;� LEG LOCATION ��# � ` \ ) ANCHOSOLORS k USED A W ANCHORS EXISTING POURED CONCRETE ARE USm • w/ WHEN OR CONCRRE BLOCK ALTERNATECONCRETE. .- L7XRSDNO POLPI: CONCRRE CONCRETE ANCHORS ARE 135EDPARIEUIAra REQUIRED. ANCHORS OR COIICREIE BLOCK AEWREiX STACCEPED W/ STUD (SEE SCMmL E ON SHEETS 9 THROUGH to) (SEE SCHEDULE ON SHEETS 9 THROUGH to) SuaIrING SCALE 3/B.l' SCALE 3/8-1• X�Y��pp��E�} IA/S ,7ii17iN,r, MOUNT SCALE J/b-,' OIL Iltll 1 AT t"'NVI tN�SER A:....... .. GEMS FLORIDA BUILDING CODE (Non High Velocity NUT cons Zone E.D. r EDGE DISTANCE (SEE SCHEDULE ON NOTE FOR COMBINATION OF SECTIONS: TOP A Borrow MOUNTING$ CAN BE f : = * - �''., p • . 44167 = * •: * i �- �� -- STATE oF� _ _ - F (ORIO* r m0i0 aWca NO 24 GAGE GALVANIZED STEEL STORM PANEL 1 L E C O INN GLOBAL PROTECTION PRODUCTS, I.I.C. • r A W R.W. s, STFW DWMW IN. »/Y7/tsFa HAIR SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY •('•• %yF ' .•'G\' / .. N-•. r 2-THIS..... OWK. R 33314 lso.,-.r1� OWar,-uH aoe O-)W-7as. FA. IF6.)i.I-em 20-T7s INSTALLATION. A J0. U:M. M, rH� DAAPPO. AN141111 SIWtl1AEJOTiC ,w,q A TRLR A. It Y'*-w a 1 eat . •, q -I-./ N N s -Cu N U N O -a C a) Q O O C Cu -0 a- .0) U - U) C �CU -Cu V5 a)-0 p "C _a O _ -= C Q C 0 9 W O LL O p > m CJ C•7 ' N,^ ^' 1 C L.L. d =I a) - F Q 1 c O ISO rC cu^1 Cn O �-/-/0� c- • T21 E w C e C � -.5Q 3 Tv L 3 di d •2. L3 d C 6/ C G . � •cc T V] aC A O p. t3 z 4 I z z w InI INSTALLATION DETAILS FOR REGULAR PANEL r) INSTALLATION DETAILS FOR REGULAR PANEL (1 - INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL M INTO W00D E1 __ TD IRAs3. ' (D WARATION --- - -- _ ANCHORS L I T�SCHEDULE ON + 141-7a.T• 1 (SEE SCHEDULE I ,/A-Ar• A INATE LEG {+ ITT Bal4 W 41ER I1) 1 i - O / He.o eaN 1 ON SHEET 3) 1 A a 4 4•a9• (Min.) E%ISTINC WDpp - - _ LOCATION CONCRETE ANCHORS (51:E SCHEDULE ON EXISTING POURED WNCW1E - -f�. ,/4- o.[. Y /L _ t ....1 STRUCTURl (SEE SD]EOUtE ON - EXISTING POURED CONCRETE SMELTS 9 17ROIXY, 10) OR CONCRETE BLOCK I r- _ -- - _ _ __ _ -_ , _s (USE No PAWL BEAM REQUINED, SHOTS 9 TT4Yo1F.lf ,0). OR CONCRETE BLOCK OR CONC. /!, -REQUIRED. ENCINEIEFT OREXISTINGANCHOR11 S -.� --... --1 PARU LENGTH MCH�RECT PRIOR TO SHUTTER / a) CONCRETE REOlMiRO' :. (SEE SCHEDULE ON `^7 � REQUIREO� WO00 ANCHORS 1S I �{(FIRy�l�) 1 / SEE SCHEME _ i SHEETS 9 TI/ROL/GH IL F V -(SEE SCHEDULE ON - 1 t__ _.._. _ 1 - T___ A ON SHEET 1 FON ^1 / w - StER 11) 01 - _ _ _ SP - ! 41i' ,1p NeIL. WO (D �% __,. 1/4' i.. --�` __ _WOOD ANCHORS ALTERNATE WD00 ANCHORS - t' YIn. - / �'� /. -J / ,::i t -Co ..• m. • __'iiti %:TIED 1BArt M ) --� - i Y Ut 2•' Aux, 01 n SPACER 1 50; t- _Ep E]_. IRA IRIRDQ ip ANEW on ' 7�Sf , !• 1 / _ ) ) _ ' - :. _J _ LENGn1.. I _f� ''�!f _ SEE SCHEDULE aN (SHE SCHEDULE ON 1 _ 1/2• -e t] , ac. .., X 2 J OF Y' SHEET t t SHEET 11 . I i/P- Fs Ws • MP ... MAX,,+ ,/a-TG,• 3a MS w MR t .. _ _ - CONCRETE ANCHORS ': - e s +n' o c. /, , .- _ - - - - - - - i WOOD HEADER I _ . I 1 - - 1 `'u MAX. 1 4' 1 T ) SHEETS a THROUGH 10J f I .T- _ ,: 1 ED L i--__ - . T N X REQUIRED 11in ', I EO - - . "' _ - - -. _J MAX. REQUIRED ,/2' - - _-.__.. -.- (SEE SCHEDULE C ,T __ 1 1 3 1 1 _:;, ,- I / 1 >•:, I I .(^,' - O i ED _._ _ C _ __-_ I fXISTiNG 1 I ___ _L _ ... _.._ } _i.--I __T_ __,nk Hvn Waif 1 1 f A 1-- 3 E0 !-• ' -r e 6 T 4 acWAOMIUIF 1 •L- MW, 1 O E 1 \-/ T -. 1 / ' /f/ r ,L: I I .- 1 - • I _! _ ! GU -- $ ,4 X W000 NNC/IORs t . e a ,,% o.0 C /��\J NNam�.. 4 " .I- 1 PANEL LENCF/I 1 GLASS i 7 j E D / L 1 % . . - .i �, �f , . .' :i ' ; I (SLY SCHEDULE '�j HEFT 11.) IFOR SHEET ) QU Cu 1 �.i r L7' _. ! i Min. I �R3 1 Wn. I 1 t' MAX,1 E �SEEJ(NOrE "ANGEL FT3RSMFEi Tl.) SEPARATION TD I ISLE SCHEDULE -- . 1' i ' ( " ,�,(�. j,j 1 1 _ t' MAX. LOAD N.UYINUM SPACERS O 1/I' 1 1 1,' 2' t 'v 1 t s�ean •Aey� T I ( �,1 / a SEYEDULE 1 k I i 4 I ,,,J 4. �y A AIM !I . : ,r,,-.:, I 1 Two GLASS. 1 T SHEETS ~ m �s� 1 PANEL tfNGTN Y 1 I PANEL LENGTH 1 t 2' LONG SLEEKS• CXA9S.(SEE I I I / E Y ` . l._ oa fOI naa TO alASs ( jrA 11 N �L I _ i , T� (SEE SCHEDULE t ,�/tN,4TINT' 9 r 10 FFXR I (SEE SCMEDULF f PANEL IIAT IO Q M,1 _ / t- •U' W. -{ (SEE SCHEDULE ON 1 ss saTs. R I ON SHEET s) I q'. is • SPA iy ON SHEET 3) 1 t`ON SCHEOI) 1 - 1 (ON SHEET D 3,F OR---,-.•1111 ,:Yx 5HE. !tH' , _ f FEMALE R PANEL TE j ON SHEET 3) -.. i t0E I�/4 MmLE QU DIES 3 i u can W 1 O 1 i ' PANEL LENGTH N SHEET 3) AA _ - - 11 _ NI, FM6 •I, Yo.. I --.. f i' - NON It" OM r-el t ,J. s ,,. w ON SIIfR 3) L 1 - ._,-. _. i- '1 US (SEE SCHEDULE SHEET IT) H _ TOP 1 ) , 'R-]tr1' - PANEL LE�T4CtH1 L Y L (SEC SCMEUuIE T - n i 1Ba0, OEW T.n PANEL LENGTH 1 ,� 1 I - T u G I Yin I .1 1 1 ID01+ OA?H rdU 'L' VAX. I -.. A ( ,v w. OIOR/P�O'i SEE SCHEDULE • L6n... \ L - ON SHEET 3) 1 [►L•.1t��1 (SEE SCHEDULE I L n I 06c Ig ARAtWX1 1 _ I �- _...__.. / (UK m ,Ia Y EKL571•EG_I t---- 1_- . EX,STitlG� 1 / I LeWn, oAt r GLEXIASS 1 I PLAT• WOOD - - - - 1 1 U I HeaN oa ram'! ON SHEET s) SEPARATION 1 -1 X I ON SHEET 37 E%ISTING _ _._ --'1 ' _ 1 t SCHEDULE FXISTI_ I m GIV55. 1 D OLM65 I GLASS 1 t GLASS 1 , - , GLASS I.. (SEE SCHEDULE 1 } RATE REOUNRED ( .. I 1 "--� ; _._ _. _ Q -I(sEE SCKE3xxa i (1 l011 ( - - • , _ - (jl t __ _ -._-_- 1 1 oN S ER 3) I L. DIRECT MOUNT W f SPACER �A --, F . /E ox SHEET 3) C �' ., __ U) Y ON sHEEr 3) I OF t' 1 '! "`1; OF -L v i_ r 1 X i ALTERNATIVE 2W' 1 4 - --- -- - - - % -- MAX ., ... . 1 MIAX. / _j Y 1 L� I. .1 . -� 1 fl 7A _ s0ltc s/e-,• 1 1 / : 1 DF ]ITS L' Y Eo 1 f SPACER I iJsox , _ 1 e ,V2 t/roc 1 1 -In �J }RY 4 i 1 I ; 1 1 SEE TABLE • ON SHEET I, FOR MA%. PANEL LENGTHS A 1 OF '1' F I It'f'r.I9 12 1/2' CC. - - - I - , fU 1.- LOOM 1 � AX I 1 � OF 1' - 1 MAD. ASD DESIGN LOADS FOR TH5 INSTALLATION. I rr X MAx. L I1iLL! 1 ,n' i I ' ('-� I C-, t A q., MAx. Eo I ( , 4! - - ; i Jr o.c. F _ I - i ,/1y_WNX. 1 1 I I 1 `iJ` ' rC 1 � , 1 1 _ 1/Y _. _ _ - n I T ( 3S flFlp eats C ____ - 3 4' 9 12 1/2. Qr - - - I EO Y (D - 1 l 1 NO FNISHI i _- T V}31~ID,�'IiW • e F 1/.' 0- -- R9 .a3 CONCRETE ANCHORS ,j4 CONCRETE ANCHORS f 1 I 1 EO - t" 1 i _-----.-- ALLOWED I 1 E10 r • 6 N, ltv' " : - (SEE SCHEDULE ON . A (SEE SC EDULE ON /� _ - L `} _ _ I * *MBE: - _ _ EXISTING END "' `.-I .,-. �, EDGE OF WALL OR SLAB SHEETS a THROUGH ,o) `L SHEETS a THROUGH ,O) :•: •< t fl) 2 ,Je• LONG MAx. AAIYRILJM 9V _ _ -.. -.. _. _ _ I w/ STUD - -j ' ------!!�iREOUREO :� (ALT. CON011ION) - SPACERS 9 L 1 4' O.C. VALID FOR EI (SEE 9CIIEDUF ON i 3PM:B1 eA LINT E , ,n' IpNG. 1 .-113/4 �7c6TLNG POugED CMLCRETE Au DESLCN LWbS AHq vANEL - �_____ SHEET 11) 1 RERSwnN 6 IARIm m A GE s,ORr eIN1)em VIM tT-o' I _ -. DfCK REDURED 4z7x6- WOW'' ANCNDgS OR CONCRETE BUKK CXR57SIC PDUR:O CONCRETE LF/dTtNS P('R SHEET J. + 1 () _. .- 2•P WOOD TE �000 OCONCRETE ANCHORS ti�< WEQURED. OR CONCRETE BLOCK 2 N4• WOOD " *am YWIfMHAODi,16aNr(INS a A R®IW"W FROM NM I MADE ANCMDWa I REQUIRED � (SEE SCHEDULE ONREQURED MAX, LONG ALUMINUM SPACERS 9 • .. I I stWONG NBIeR aJMENRY •EICAICD OM fl1F[T 11)._ _ .,--C.,L7,• 1 WL Spam N To was INOIGIFD 2•R4" WOOD I (SEFT IT)tiE0. 17 ITS OC. (SEC TA&E t1 DIN - / ON LEFT 3 WW R REDUCED sD 1/4' AY PLATE REOUTRED(sEE SCMEDLLE ON -_ _ PLATE REQUIRED w00D ANCHORS i (SEE SCHEDULE iAVJ/4• - sH[ET ,Lm o- SHEETS 9 THROUGH 10) STADGERED w STUtlSMELTS 9 k 10.) _ • -• , (23 A/eKM$ eOINO TIRO LLCOMPONENTVA M AXIMA HATE FEXAtF e M __. _ --..._ (SEE SCHEDULE ON UM AS FIE FOLLOWING CONanan ME I -- -- � PA1,R NYL 4{As) 111411 N lMGm ILAAWAMI AT a //♦' at. /a MLING Cn MOUNTING _ SHEET ,1) NAelso VEIN I I s6T s} .KSJxTIG+ Flea iR ,n' o.G sreRlo NJaRm w -- 2' MA. - .:1. a) _ (1) IM1rItA1 Ago aeTRAN T'RB(kIRE ! shm RANq W ♦1A •e{ Pi1. (3) M R. 24 OAOE FAM L LENGTH a UMVC0 TO N' AT ,MN OPEMWO 1 SCALE 3/e-Y• SCALE 3/a-,• sCAMF Oro-1• D) tWM %w TPow PAa Low" e � (FIN E A RESTRICT" TRW Lem HRQ Wood ALLOWED ON 9DEwRs. SLANT t,), FLOOR n ■ `/'�' WALL MOUNTING (3) aTaTr HHEL NrrAAA oN e ONLY I4) 1 i/x LONE mNt xlwoNNrt BOA W.4L BE AS IaeAm1 ON (�EILI!(G AND l CRIME MOUNTING BUILD MOUNTING i11- CIO ALTERNATIVE i W wm M CROWD "Do FRME WAIL SCALE 3/8-1' ow i a9xWAA1eAN or 11/7• LONG wom G Im G6.Y 0114}!i•'NOOy6YFW'�SY.J=iMR,ALTERNATfVE IN INN FOR wm 7DHp 1. 2 AND 3 m aumro ITT WOW SCALE 3/3-1' I I Lµ9" `AW`Ye me THE YNO (TWO wwN) or THE nomm NN,. AILIININNNIVJI, L. SCALE 3/8-1• I (4) ONU JARW WTUD ONLY TO RNe i 11HLiNH SCALE 3Ja-1' MN 4 `- ZOMCS 1. R • 3 PER AM I I ��tEa A. TIT ) a A. TI ER A T ----- -- -- - - - \CEN ;4�+�i W tE . . , �4r `rF bk=. F�.: vCEN( -,9` FLORIDA BURRING CODE Non High Ysfoe(1 Nurcieone Zone NQg.S: :'\GEM 9 = FLORIDA BUILDING CODE Non Nigh Velocity Nurrleom Zane NOTE FOR COMBINATION LX SECCNs; - N0.4416T = FIERIER BUILDING CODE (Non h Aloe NuMeone Zone i t. INSTALLATION ARE ONLY VALID FOR MAX. AS.O t "= a 0. 44167 • = .3mo alum, e. 24 GAGE GALVANIZED STEEL STORY PANEL rA- NOTE FOR COMBNAT)ON OF SECTION 1 INSTALLATION ARE ONLY VALID FOR MAX. ALSO, S - gem rkwm Nc. FA. TOP A BOTTOM MOUNTINGS CAN BE ( IT *_ .lava mxm i, 24 CAGE GALVANIZED STEEL STORM PANEL I.P. Q DROWN, IN, �` DESIGN PRESSURE RATING (P.s.1) AND PANEL LENGTHS i �' 441BT _ 24 GAGE GALVANIZED STEEL STORY PANEL �, IA^ DESIGN PRESSURE RATING p.s.f) AND PANEL LENGTHS ;�-a � STATE OF NWN r: Z * * : * * _ * :*= : COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 § 9 Q = Z NOTE FOR COMBINATION OF SECTION:: - --. - m/17/71,I TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES 0"1 SHEET 3 (EXCEPT FOR _ E RE/JJ/JpJB INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 s O,L`' 'cl _ `` �• % m/SJnme E.D. - EDOE OLTHTANCE i •a'• STATE O IL E C O /Me. GLOBAL PROTECTION PRODUCTS. LLC. SANE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') T SIGH STALE" I L E C O INN. GLOBAL PROTEC170N PRODUCTS, U.C. Grz' MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC '1tAXH Q - ��-`' IL E C O INN. GLOBAL PROTECTION PRODUCTS, LLC. ONL (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE '. uAr' 'c(ORIOP /`-��-/-�� _ uJr • N m aM a, S.W INSTALLATION. O / SHEETS 9 OIL 1D) COMBINED IN ANY WAY TO SUT ANY 4 F •, •�(7 ! � ...- TM w,eeAAOWAn M,r OANL PL MIN 20-175 "I ---- TILIT ANY NOS Zr. O, sTlfn DENSITY OF D.55 OR EQUAL- ONAL F• N-. • ANT HMDI L . Star - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %. 4... ,r. FL Tr m NPIW4A .RNLI rt A,r Dow- FL X13u N. A �1�7.� .x Ar. A r to 1NP•r rhea A atr °A�' � M. 20 i 75 Z • ... • • • • • N I.� PLY m-tTr w . [>m7 Fn-,W AYIE- (RNJtlSp-JY16. rAR: IMSLNE4+Js7 • • • • • f•�►'W ,,,,, mN Tn-,YP . e... wS w+-Ir, PHaw:. CC.)r-TINE. rAc tm4MeS-aTRJ 20- T 75 JHNNNIH,HH N 1 oWH m-RAM tr , pw m.,w n,wl£ (9ss)Ns-T.NL FAIL' (N+dNS-en INSTALIATIDN. / E AhPN11M/ /MO4YIMEJpJE CA-000111 !! - - 4r .N .N ORNFIFIa "°'' MEMBERS SO BE SOUTHERN PINE No 2, W/ SPECIFIC +T'/ ••, Aw W,F•Ir wA Ou.•e N. cA-OOw F Iws� P•1 WE. O ' A Tlwr A., P,E 4 R-w DENSITY OF 0-55 OR EQUAL. ANNM rF c"- w.rr..- DRNAM.O NP' Q WKTp A lEll1 L., P.E Y R-w P.[ SEN./sYNAtYAE/Ous IYLJp A Tug Jr,. PF .. r ,plpt J N H -,1 sAW1T s ar to M, J Dam . d LI A 7 a SHEET NO. SH 1.3 I I - - IL 11. u END Q,I i�$URES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL M SYSTEMS I I - '\ F- \ 1 _- © a ® OR PdMED co11GE7E. 1 ) KY c°"cic'F eL°°" °" r . r . Ar 3105 N-14 O* 11 YN• WOOD Fftkw 606.F-T6 ALIp,• CONE. SHUNT O & ® 1�O -. ♦ ANGLE HITCH ,/4•.. , 3j.- H " ,/2• -'• TAPLON a 12' O.C. r 1/. 1 -. _2 I. 1 �, POURED MA:3EIL tX7HICRETE 1 1/aL : t 3/4• WCOt1 I Ri F.0 mED Y.4' •BOO ItIMiE POLAED CONWETE :, 1'- COKiETE ROC. Og --1 / ANCHOR O it OL - 2 1/2• �' ( I l i Ma ^ '. 1 ' rt4 wDDO nvAlE Z: oR® Yn REQUIRED 1. "= '�' FMA6O .. f . 1 ?. ,1/1 IW 1,t 1 GUI AMAEL � - L 1 . i ' T M AM ANClIOR T I tEnRA>ELEDLDG ,InM AL A2• . 2' ..MY 1DI„tB 17' O.FVARE3f. -/ Y. 3' LOSS• CgAI. * (t; r r MIS. qT< l C1JS '� 1 ALUM. AYH[ DIE U � >, 9 i _ _ _ Der 3105-N151 SHEET POURER CONCRETE, COrRRkTr t �r METAL ALOE RPM PLATE GLOM OR 2'N' WOOD FRAME r . 4' . 25• ( 7 �' E- t 1 NOS -His OR , 21/2` (��' i '1101 /-._ rr''; REQUIRED ACAS-1b ALLOY i u 2' - COHO, ALLEY. ANAL t/' � - _ _ \ s'� _ `.. a .- _Mat- .- _ s Ma /4CNP ..1.� , Ip.. SOLT 1' ..• , .072' 310-Ala ON 4063-16 e 12. O.C. ALDr W/iIJNUT CW- NUT ANGLE CASE A (PLAN) CASE B (PLAN) SASE C (PLAN) CASED (PLAN) SCALE 1/4'. I' SCALE 1/4•-,- SCALE 1/4--,- 5011E I/1'-1' 6" 1 � �7��y PAIRED CANCRkTF,_ [b61610 TRY AJFF 10 OR um P N'[i �'E NCRE�, 1.�:�. /• 1" . ` ' •© 'J .9 OR DONCi,E LCONT WIN` ION OR - PANRIMTE PLUS (SEE /37X COACIflE NLOCN OW '�` UA s 1 { ,�EF�L)y OR 2S4' WOOD ICES R OPENING SCICOl0.E ON SNCki 9. .- (MN. PANEL -� (tEJ IR41E REDIRED AS AILICIRF f0 a I,) LL,2•.4• WOOD FRAME �: sue. `M fEYOND OpmNIOVERLAP DONDIETE, COH,C•E¢ REDUINED 1 ,.. _:;.•. ", ; ' oPEN1Na vnl7n) -et` a oR 2tr RooD Fw:He 1(tb IrirW . RCWaFb 14 1i//{/j[�/ 6��".-,"�::,::71 .. .\ �/A'\ ,4J, - v '©,,I 1 ,DRIES F 1 1 � ( 11RFM W/ AKIIORED FRONT k ' REAR FIAT nAAQS PAMLLEL TO 5 M.c `-iii 1 "ALL (FEVER CUT END PANEL) •� -T- - - - - I_1 EYo X . eD DISTANCE �� �� 1 �_. , _ _ _ /4Y w 11 /OUN' "�M 71W1FNNMy, CASE G (PLAN) 1 aw. nwAae a A� A 5! 7/ 99a SCALE 1/4--1- ,�?�L"E({ \--/ \� `•'6�4 °' 4K--,'''\GEM ✓N VALID FOR DIRECT MOUNT NSULLATiON ONLY * - ";N S �. SF %= CERTnED PANEL INSTALLATION AT WALLS W/ a •• ND. ASCII i SURFACE LEVEL VARIATIONS WITHIN 3/4• 2 w' ; * . f - FLORIDA BUILDING CODE Non High VelocityNu one Zone CASE E (PLAN) CASE F (PLAN) _ -•. * oma01610)). MG. 24 CAGE GALVANIZED STEEL STORM PALL r.P. r-.-*, ORMN 9Y SCALE 1/4".1' SCALE 1/4'=1' : "--- F:OR)Ol , "S, Sc'. mMnOm o,„'„ GLOBAL PROTECTION PRODUCTSA LLC. it ECOte1G. On: IN FIIdMt / LLLLR L W,HAINY LIDO 6R. 51 51�1 f y'++Z'� - a. Ie. w.,e wca N a,Y °" • 2 mo• R... 20-175 P Owl b1-PAY rn LNN n,-�w N!'AE (WANT-75.6, FAIT lPo.lee-6767 s r4-4.U- 01e rt y r Hw DAMON; Na -.E �ft G-DOLL" A, MLTU A TILT. 44 PE. MEAT 6 O 16 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,YAf-,) AND CORRESPONDING MAXIMUM ANCHOR SPACING ecucnw c mR R rw AR STORM PANEL J) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1�INSTAUAT1ONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 at 7) MAX. A.S.D. DESIGN RATINPRE G (P...f.) IAAX%Xpm ANCHORS SPACING FOR ED. • AS SF " ON SHEETS 6 At 7 APPUGtBIE 70 CuIM,(IBry OF THEM PA NELM LENGTH 1 LIQ TAPCON LAG SCREW PRIMMP 0 PPLUS tt WOOD &iSIMNG Ir 13` 1a• 13• ,3' W (OP) ,3• ,]' IS" 11' Is- tW (BOTTOM) 6 1/2' 6 1/2' 6 1/2• 6 1/2• 6 1/2' (TOP) +IS. -45 OR LESS _ a_ — _ Is•-____ Ir _ 6. - - e i 1 - e_ - 6 Ile S•-W t� -_ - -(�) -- - -- -- --13• 11 - 13 - L3• is, IM:—:1 tY - --t]' ----- 1J` 13' t3' /}' 13-a t/2• W iJ• ,3' 3 6" III BOTTOM ) _ 6 1/2" 6 I/2•- _3_ a 1/r a l/Y"` 6 I/2' (TOP) - - 6 1/4' 12 1/2• 6 ljt' (9017.•) >5'-r a 1/2• 4- 6 t/2- 5 1/2� - (TOP) 1,-, 4 1/2- in' - _ 7' 7- - _ ]w (BOTTOM) 10 7n' _4 9 to-..- ..- t2' ,r 4- �6 W (TOP) tJ' 13" t3' 13' 1j2' 4W (BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D. S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.O. DESIGN RPREATING GE (P--0 MAXIMUM ANCHORS SPACING FOR CO. - AS SHOWN ON SHEETS 6 A: 7 APPLICABLE T[R M Opy�pTjpl„ OF THEM MAX PANEL NGTH LE-0 (ft.) TAPCOxI LAG SCREW PAMELMATE ID P PLUS TE 19400 BUSM(NG lr 1]' IV Ir ,r IN (TIN) i3` U' i3' tl' 6' iw (sorrom) 6 1/2- 6 1/2, a 1/2, 6 1/2' 6 1/2 (alh +45. -45 .75. -n _ - _7-- -- :— Ir _ e 1 r / -- - 13 1 1 z n IV _ - - a tJ• -- 6 1 / . - _ SIR l ) -00 __. 30 s o DR LESS 7 /r ---------i;--- - 6' Is- - — Al (BORON) t3' Y 13' (TOP) (BOTTOM) _ Is- Ir - 13 __. tr 13, tr -1Y _ IY 6 1/4' iW Morro L) B tjr 6 1/2- 6 1/2'— --d t/2• 6 1/2• (OP) - -- - _ 6 I/e 12 1/2• 6 t/4' 2W (UDR.-) > �r 4 1 -' n 5 7 i / T 7 1 '-—___ / 2 (TOP) _ r-s 5 t 2•� JW OM 'a. 12' i- 1,3 5 t/r -- (TOP) --4 • SEE TABLE #T FOR MAX. A.S.D. DESIGN LOADS 4 MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE St A A.S.D. DE" WAD MAXIMUM PANEL L ENM 40 PSF OR LESS 6--8- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE MJAALE ID OR PANEL ELATE PLUS ANCHORS k W/ SP1((OGRl,IrfF„ 1/2` O.C. INSTALLATION RETAILS FOR UFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES , /.•. TAPCON .. EX6TMJG POURED ,/4.0 tAPCON _. .._ I$TNG POURED AWC EXI O• O C ONCRETE OR ANCHOR 0 0 O C OR /;i 1 ` -f�-�,o-�-..',"I1,. 'I CONCRCiE BIOCX i;---- , �+, - 7tI REOUINED. f. G 1 ,/2• Ile , - - ED• ?, I C) ST i I pODA6..�P' GLASS GLASS n f � I. 1 � N 1�DW,I". rrdX I I I R I ! 1' e I LENGTH PANEL. L.EINGTH �_--. 1/. -_ -__ (SEE ELEVATION p t' MCI. I ON SHEET ,2) I'-SEPAMTOI,- 1 1 ro GLASS p 1 ,. r i 1 �) L/7 LOA EXGiGW POURED OR ^CONCRETE ,`717U'REQNRFD JI-11 iJ1t t/! CA I i 1/4.0 PANEtWTE PLUS ANCHOR III, 12 1/2 O,C. NEE 31HIGEM ,S t t6 FEW ANCHORS TYPE IF SPAGO FOR EEAiA00NS MD WOOD FROK RU4AI113. IMARM ANCI(M SWAM NA YWNAN EDGY OSTANCE ARE YDIOAT D ON THIS SCHEDULE NCR E.D. LESS THIN IFOIrmw ON SCHEDULE 'FAKE ANCHOR SPACING By MUL7KTNC 7PACN0 BIG" DRSCRONLE ByTHE FOULOWW FACIM FOR INS OPERATION LD KPOSIMILL REDUCED SPACED OB(AEED LSMO FACTOR SWAM NOT eE LESS THAN MNRKN iPAL5R0 WCACATED FOR EACH ANCHOR TYPE ON THIS SC ID'Aut !j4•. L/4•I '. N , l 11K .- -- TACK IDARIF RUN I imam ANCHOR VIC" (.4 3 3 -y-R,M� OLANM ITT) i 3 NPAw= DMROM 6Ma 9AO 3 3 1n MINA, ■a won 0(W From /3 0]3 2.1� _ PA1 - .. .. y- -__-- -- 3 - 0Ati ,.w- -- ---- - - 31 - - \l a MP, I I--SEPARAO00 I I To CLASS.�R1 ".'_._ , sAn , p(Y' s 1 _. AT d oYGFtM p I G4LSS 5 j r I a 1• Mo. e - i 6• PANEL LENCIN a L (SEE ELEVATION __._j_ _... ' ON SHEET 12) 0 A r .. r -r' -T f i :) r ( POUREL' Ex POURED � 1 I CONCRETE OO -- I - CONCRETE BLOCY REOUIRE. 1 1 ar' ) 4' - a �F . _Jk _ AMC,IOA (BEY0.VDTEj WALL MOUNTINGS SCALE 3/8-,' FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEQULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 B 5) MAX. ASDESIGN.D. PRESSURE MAXOAAI ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW Arosmnm • I'llPPl1C/IBIF MAXMNM L�NGTH (7L) tiAX. A.SA. PC WAG ( MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE R1AW =-t OF IEtW'IH(D.P.r,)7DRATING (R) TAPCNN SOLO -SET FPS a PANELMATE PLUS lAYAC-NAEYN EXX-IN TAPCON SOD -SET F IO P h PLUS iAiRAC-WNL1N CALK -II tp A W W ID OGOA,Y.A7IOR THUP.•.f.) m p A /0 A pl +45, -45 L� 13• 13 is" Ir Ir 1s• Ir it 13• is, t3' I3• 1 (RiP) 0R LESS W15 .ft -as 1]' /J' Ir 13• IS' tr Ir 13' Ir Ir 13• It 1/2 I (OP) LESS t3' i3' t]' Ir 13' 13' 13• 13" Ir 13' IY Is• 7 (BOTTOM) 13' I I]• tY 1]^ Ia' 13' ,r 13• 13' ,r tJ• 11 ,/x , (BORON) is" Ir IY — Is. W Ia• , -1S IV is' 13• I Is' 2 (TOP) Ir Is- 13- Is- Ir ,r IV Is- Ir Is_ 13 it 1 n 7 (TOP) ,3' /Y 1J' 13• 1r IJ' 1 3 , Y , 3 _. , ] , r A' (BORON 2 ) I S , J 1r , Y +T , J , 3 , 3 u• ,- ! I ! 1 , / 21 (eoTnMT _ 11' _ is' Ir I 3 - I ' 3 , ' 3 A' 13' t3' Is- ] i 3 -- 13 J (TOP) - t ' ] U' t a 1 ' J ,3• t ' } ri' /3` 1J' tJ' f]' 11 , n (TOP) 3 OP _ 1 , '12 t 7 ° 1 ♦' 6 t 4' 1 7 T 17 1 2 2 - 8 1 1' 6 1 4' ! BOTTOM ) - 2 1' n i 1 2 2 / 6 7 1• / 6 i 4' / i 1 2 2 / 1 I 2 2 - _ 6 Ile / 6 Ile / S < !' -- E' °• B" °' 6' E' r 6• 6' E• 7 1/2' 4 (TOP) e• s i/r 6' °• - 6• s ,/2• — a• 7 1/2• -_ e' s• e• s' — 4 tFOP) °..:. ,r _ ia' -_ ---- -- - 13 .... A•-- 1]" ______ u' e ! _ °- e'- - (90TToM) --_ a'-- 1J' t' 3 13' 1' 7 6' ,3' 7]' 1]' _ ° IY --- U• --e. _ ,r _ ,3• ° ..i IJ' - is' 0 '_, 3 - - p: - _ ___ 1J" -- 71 1/1 4 (eD7iDM) __ _ .__ (TOP) 1)' _ a _- 13' IS' ,3' 1 J _ 3. 1 J e_ 13' 0• .--- 'J' -' Mr - IY strop) _ u' ,!' ;3' IS' 11' la' 801TOM t ) 1 3 IY tJ• t r t3' ,!' J _I„ 6 1/4' / T 6 Ile S BOTTOM ) t a (BOTT.») - - --- 6 1/a' p t/4' 6 BOR.'•) • 6 ,//' 6 Ile - - --i - _ p 1/4- 6 Ve 6 1/4' 6 1/4• _- - --- _ - 6 Ile 6 1/e 13' S' 13, 10 1/2 IV_ r TV r 7'/,I S 1/2 is, 4 1/2- t (OP) r5,�• 7O I4 -4' ,3• 6' IY I]• U• 8 1/2 13' a i/T 9 Ijr 6 1/2 13' 3 to , ) >5,-a' TO 9'-6' tY T 1J' 13' /3' 9 1/2 Ir 19 1/2 10 1/2 7 t/2 tY ! 8' t (BOTTOM) 1Y 7 1/r I]' 13" Ir to' Ir 10` 11' : 8' is' 6 1/2• 1 (BOTTOM) ,s 5' 13 10 I/ 7r r IV ! 7" 7 in 5 1/2 1r 4 ,/7. 2 (TOP) 1• r Ir 13' Ir a 1/2' IV 8 1/2' 9 1/2' 6 1/2' Il` 5 1/2. 2 (TOP) 13' r I3• Is- 15" 9 1/2 U' 9 t/2 10 1/7 7 1/2 13• 6 1/2- 2 (BOTTOM) Ir 7 1/7• 1J' -,J'- -,Y to' tr IC' I 6• tl' 6 1/2• 2 (BOTTOM) 13' T tJ' tl' ,3- 9 In ^ 11` 1 9 1/2 10 t/21 7 1/2 I]• 6 1/r 3 (TOP) 1J' 7 1/2' 13• I]' IS" 1W tr t0• it' - a• 13" a 1/2' 3 (TOP) - - ,2 1/x 12 1/2 6 Ile 6 Ile 12 1/r 6 Ile - -- 5 1/4' 6 1/4" 3 (BOTTOM) - - � ,n' 2 to 6 tfs' 6 1//' 17 i/ t2 1/2 - - ° 1/a' 6 1/s• ] (BOTTOM) r 1• -t' - 5 ,/r r J I/2' 6• e 4 1/2" r 6 1/x' - ]' 4 (TOP) A Ijr 3• a• e' 7• 4- 6- 4' 4 1/r J I/2' 6_,/2' 3' 4 (TOP) r - a' - e• ( - r�u 5 1/2• - 7 1/1' _• 4 (BOTTOM) a' - r _ r - e• - 5 1/2.1 - 7 1/r - 4 (Dorm) Is- - �•- --,r Is• Is- 13' i9 1/2' 10 1/2' 7 ,n' 1]' 6• 5 (TOP) t3' tr 6 t/r 8 i/r 1J' ,Y lY is' ,r 7J` tr 50' tY Ir LO' 10' 1Y t a• r 13' ,]' 6 1/r 6 t/2. S (TOP) 5 (F.F.) -13---t -_ 7' Ir ,3' ,3' 1!�.9��f1' O 1/r 7 1/2- ,]- 6 1/2. 5 (BOTTOM) i3' 3' 13' 1D I/2 fY 11/2- tS'-r- 7' 7 f/2' S 1/2' t]' 1 1/r 6 (TOP) 7]' a" 1J• I!' iJ• 8 In• il' 6 1/2' 9 1/2' a 1n_' 1J' S 1/2' 6 (COP) - - 0 I/1' 6 1/4• 0 1/C - - - - 6 ,/a. 6 I i 6 (BOTT •+) - - B 1/4' 6 1/4' 8 1/4' a 1/4' - - - 8 1 a' a 1/6. 6 (110R.•-) SEE SWEET t I FOR ANCHORS TYPE k SPACING MR SWALAtg/6 INTO LOGO MAWE 01 R INGS ,A #k%M ANCHOR SAMJNGS AND UNARM EDGE CGTARE ARE INDICATED 04 THIS SCEDULi FOR ED ALBS TNVI INDICATED ON SCHEDULE AM= ANCHOR VADI G MY MA7MLYNG SNCRO SHOWN ON SCHEGIR.E er THE FOLLD•ND FACTORS. FOR I" OPERATION TO K Pp5597E. REDUCED SPACING DBTMED VINO FACTOR SANER NA K LESS THAN MINIMUM SPACING ROICATED FOR EACH ANCHOR TYPE Oi THIS SCHEDULE t/P4 t/4', I/4•, ,j1. t-.-- 1/4•I MIFJIOR HIRE -91PDY1 aKNp-•n P16,N"namu Q PAN�YIRr -PAN - OLN-,I ummum A "M SLMC*4 (•-) 3 ] 3 3 3 ,n' 3 1/7 MINIMUM epOP ADIIOEi[ O.J 3 3 I/rr 3 3 1/r 3 ,N11A,IR XAJ Heap 3 I III`3 in • 3 ,/2 3 ,T ACII11E, ®E DNWM FACTOR --I1/✓I' - 03S - - - - - - - 3 1/r - MO - - - - - - - _ I,e T o40 DID - m -- - - ow - 31/r - 1N ,m - I Im Im sP C T ONLY VALID MIEN sPRCER&S USED. SEE E Nt FOR MAX. A.S.D. - PA DESIGN LOWS at LAX. PANEL LENGTHS WHEN SPACER �jt 5 USED. 3" MAX. D.M..Q. 1- -- _ _ _ _ __ _ _-------_._ - _ _ _ -- - --. _.-------------- ---- - _ . _..___._t-_- O Or� _.. . 0 0 0 0 0 0 a _- __- �' i ! f I 1 I I I I I 1 i 1 1 i I I i I i IAA it A ASD. OEM LOAD LAIAM 40 PSF OR LESS 6.-6' > 40 PSF TO 50 PSF V-2' > 50 PSF TO W PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS # W SPACER AT 12 1/2' O.C. -- - -- . --ANCHORS (SEE SECTORS 0 ALTORNATNES ON SHEETS 13, 14, 15 416)---- - r*R-tA/13. R-2A/13. R-SA/14, R-16/13• R-211/13. R-38/14, 3" M". R-JAW/15, 0-2AW/15. R-3AW/16. ' IyyTT-10W//5. 11-26W/15• R-3801/16. t- BUILDING .-_..__I- _-__--- .. ._I L/2 I I t/4'9-20.1' S.S. 60LTS W,�1 I 11 (USE FOR PANEL LENGTH I MAX. { 7 1 OVER 7'-67 O PANEL LE7(G711 REGULAR STORM PANEL _ REGULAR STORM PANEL W-a• O +40.0, -40.0 pa.f. - - - - • - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - -- (W/ OVERLAP MID PANEL LENarH BOLT) ^K3 —; 1 - - -- - •--- - Y . _ _ I 7'-a• e .SOLO -54. f. UFE SA'EtY STORM PANEL 0 PALL (W/O ONERIAP MID PANEL LENGTH 901.11 A1 -,G- 1/4.0-20.1' . -•€►� - - - • - _ - - _ - - use 2�16ALL°NMO MNGi LENGTH S.S. MOLTS W - T A EA 1- �._ __ -- -. -- __ ._y. s__ _.._- ' __.- ' - - 6 I - _ -- - -- ----- _ —_ ..- - _ I !.' .. ..) V7 .�: I _ _.. _ _ _. _ _.. ..-_. _ _ _: CALL- _ . __.._._ �. ,. ..__s...., _-..:..___ .. ._._-.- _ ____-... __. (- _ . _.-._ .. _. _I -. -I-- ---- - -. .. .. _____ ____,___ r_.- __ _ _._i-_ __-. j 6 i2S NOTCHES AT STUD ___.__ ._____ O ._____. __ G 'I L naN a uFt SAFETY _` _ ( PANEL BOiTOIF CORNERS D.M.,D _ ( I -OVERIM- ---. H OI Q O NG 101 A_' i�L� MIND NUT AT Y 3WX LEFT PANE _ - RIGHT PANEL J' W7[. t INSTALLATIONS ONLY VALK) FOR WIND I MN, R-to/13, R-2A/13. R-3A/14, R-16/13, R-29/13. R-36/14, MN; SPEED UP TO 170 mp.h. R-fAW/15, R-2AW/15, R-3AW/16. R-IOW/15, R-26W/15, R-36W/16. _ -.. _...ANCHORS (SEE SECTIONALTERNATIVES ON SHEETS 11 14, 15 !16)- - _ I- S Atle NAx. GAP WEE SAFETY STORM PANEL n EL V� ATION M - I SCALE 1/4•.I• REGULAR 2,687' 71-47 STORM PANEL (tNN. OL46AP;t Y•IXE VA1£/) - AU PIN - - -------- - - --- ----- ------ a REGULAR . MAX-11 .OAP'/ i' ,,r .- 0C ., L ` - - - --=- --'-- -`- ------ '�E 4�9 - - - -- - - _-_a-- . t *. f�7 a LIFE PANEL ="C=, * * S FLORIDA BUILDING CODE Non High Vsloct Nurr(cons ss �F' ,�0R10► �Q ` wwD'X'� INS 24 GAGE GALVANIZED STEEL STORM PANEL EXIEl3IQ8 ss� •.... v�aN< :a'= _ _ LYW SECTION A -A N 6 '- '` I L E C O EEee PROTECTION PRODUCTS+ LLC "', �^[J/ MID S.R. 51 STQT SCALE 1 t•.1 • ' 30T� • a L NI► IeIWe, 4Awof, N a,: D.NL FL 3331A 2O• / A,-•iF N,ot: DOF)Y9-».e. FAr (w)aR-rrc7 •, INSTALLATION DETAILS INTO FOR LIFE SAFETY PANEL WOOD STRUCTURES -_ I .',_ _-' -1 �OUdiCOA-.. __ _ ,��'t _ GF°�OUINEHFDAGER "-,,I-. V .-..- `� 1I ..HALED -ARE - _- REIXIV . 1 jI'• TAPCON - ,14Y TAPCON 114'0 TAPCON -- - t//4.0 TAPCON H ANCHOR O 9' 0C ANCHOR O 9' O.C, i I ANCHW O 9' O.0 ", - A.CMl7R O 9' O.C. ( 1 f {2j -a I � -� ' ' ', 1 ) In• ,/4• I/2• I, MAX I MAN- _ II I/2• H1_ _.._.1 1/2• 1'j4• yV(i-__ Min. ' - .. 1 1 YM. . ; I 1 I i 1 Mb+. jU ' 1 - _ ___... - 1 - -------7 H u�>✓r % __�, .. I I 1 1 ,.. I �__� I Se ° p I e V ... 1 . R • N ,/4'P-EMI• s I ,/*•A-30.,' �i � : ! f 6.1 IOL A G IX,�ST K4 1 I _ N wean W . -13TR�.,y �I .: "1 N y, pe *p Ef6TiNC n 1 ° -.- - d ° EXLS / r_ -.I ALE NOR R,Ip GLAss-y i IDam GAP r I, P , 1 a I 1T" A 1•11 , a. N11 PIIO. 1 IOOA af11 r•Nn _N =mi I Y 1 1' MAx. i _ L_ A PANEL � LENGTH it ,.._ •, _ ° I - •i N , - 1 Mae. I _ . ___I- _-I K t, - - (SE p I� j.. Mo. r (SEE !1 Y T ON ELEVATOR N O _ __. ___ S,QE7 12) - ._ ll . _ PIE (SEE ELEWJON g' ELEVATOR N i __-1 ON SHEET 127 _._ _. __.. fl 70 GtA55! M- o _ ; ! EON SHEET 12) 0 1 I o 2 SEPARATION o ro MUSS �. °' p 1, Wt p TO G/16S -. . N .f' I 1�'^1 V ON SHEET 72) LJ 3 1 L/2 j 1 I. ; Cl —SEPARATION , T° fiASi 1. 03 6• I ® d 1 �/ p E0. -' 0 ,I ,/r' 1 _ : -. , 11 1/r • 1 : EQ _�. oc I EO _.1 _ r i j 1 ��12I 1 I 1y/� 1 Ilr PLATE FNOOQ !� t 1 -Z ,IXI ,5 1,.144 TAPCON lI/eS TAPCOH - REOUIRE I �1"I 'i -- TAPCON 2•.1. 114M I = ,n ox i! - ANCHOR O 9' O.C. ANCHOR O I. OC, 57AGGERED w/ =0 STAGGERED W/ STUD 1 FNCFHOR O 9. O.C. PLATE REOUNFED 1 1Y TMCpN - _L - I', O r O.C. ( 1 gP'Ut4' W000 + '.4" WOOD ( _:`. , __ .. 1 :- L' _--. __- REOUWED REQUIREDR AUTIMM& WALLupumnNGS ESA T)4/j MALL MOUNTINGS SCE 3/0.,- � DENS �'' .. ` FLORIDA BUILDING CODE Non High VsIOC• HurrIcons Zona ' 44167 ': i �a•o "NCO YG 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.e.1 AND PANEL LENGTHS AS PER AT ON S ) E ELEVATION MEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD , # # : # a- _ $ .q STATE --- - 's y' - L E C O AMC. yw''N GLOBAL PROTECTKN PRODUCTS, LLC. 0/ a1L .EDo MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 5 O' gORIO • �) f s Dy1„�,(1,,. - . 33111127 314 Nl, >G w, r tr ONWDi n a,w DAYS. 2 aA,. 20-175 DENSITY OF 0.55 OR EGUAL ,.• t1 ut •• ,:,,,, t.LN o . Dm •H-,.M .... +�• P„DIL (114M00-751A FAN: (934)M-6'!I7 ,WNW- .w .o�W. r ORNANo b. NNIN ,M 'I G-000NT,9 ut.t01 A 191Oi r�, P{ m ,w,I1 it it MIOiT ,O p to (VAUD ONLY FOR PANEL 1Q INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 # 5) MAX AAff. PRESSURE RATING MN[MW ANCXOW$ SPACING FOR MN E0. PFJI SC4EDUtE BELOW AroPPiICFBIL MAXOALM PANEIL tENO,N ( J MAX. AS,D. PRESSURE (VRA.ns.' IIAKIIIpNI ANCIWRS SPACING FOR MIN E.D. PER SCHIEDIAE 840W roEDESIGN k Map6µ LLMC7N (}1l) TAPI'ON SOUD-8FT P O P �� lA1NC-MIEN CALX-M k ,, TAPWN SDUD-SEE FEMALE W PLUS 2AMAC-NA61/ G4lt-M 10 DOIli1[ 10 f101dm[1[TO TOIoAtE O OF THEM m 10 KIT a l0 10 10 1D C00URFE / r THEIA >+65, -6p ro +76, -7! tr 11- ,]' 13- t3' t3- t]• tS' lr ,r 13' 10' (TOP) SOR �S >+,Sro-76 +t10.-'%G t- ] 5' 13' t t 0 /7 1J' °, n 13• 6 1 2' / 7 n 5 t /2' 1' ! 4 1 / 2 t l7DP 6OR � t)' ,1' 13" ,l' 13' IS' 13' lY t]' 12' ,]' 10' , [BOTTOA) 1J' a ,/Y 13• Ir IJ' 9' lY 9' IO• 7 1/2` 13' 6- t (BOROY) 3 3 ] 3 ] ,J' a ' 1 ' 1 ' _ , Ii S• 1r 10 t Y Ir e l IS' 6 1 r 7 1 r / S/ 1! a 1 ' 7 (TOP) 13• ,I' —4 ,Y /J• 13 1Y IS' 13' 1J• ,:• iJ' 10 -, 2 (,X7n'OM) , -__ T t]• 13' 1r 9 t/2• - IS' 9 ln- 70 ,n' 7 ,n' i3' 6 1/Y 2 (BOTTOM) 1 J tP - /' 3 , J LS' I 3 U' tY 7 tY• ,3' 0 3 (TOP , -- 7' 1' t' t' 9 1 Y t' I ' 9 7 , , ' 0 7 , ' 3 tJ' 6' _ 3 ) t2 In IT I/2 8 !/s' 6 1/t' 72 1/2' _ 12 1/2 _ - - 6 i/a' 8 Ile 3 (BOTTOM) - - 7 1/2-12 1/2 0 Ile 6 ,/a• 12 1n- 6 ,/4' - - e I/4' 6 1/4' 3 (BOTTOM) e' e 3 ..-_ 1J• s' - I ._. It - 17' _ . a' r e' 6' a' 6 //Y 2 !'„ • 1/7' 4 CW) ,Y __ e 1- t3 �_ �• - R',..., 0 2 / 5 1/2' - . -- T . _ _ a' — 3 t/2- r _.._- a -._ _ 1] , ' 3 6 1/4' 4• 9 91/T 4 6 2 / 6 I 4' 4 1/2• -- s 2 / — , 10 ,n . 7 1 n _ Y -- . 7, z- / 7 1/r 6 I/r -- r u t3 2 I/r �_ 6 6 4 (RD) --- 4 04 (eon ) --- _ (QP) S_(BOT70M) - a ,3' ...CLAN 13- -- 1]' 6 1/ - i] I tJ /3• . 11/4• e' - - - s a .,-- e -a'_.. a }{i ---- 4 BOTTOM ( ) 3 13' tY 13 /3' s 73' 13 i3 Y _. tY ,!' _.__ 1! IS -- 1 _ ,2 3 .-"-1-'-' 13" — 0 I** -- 5 (TON) S (OORON) -- 6 _- 7 - , - ._ is , t3' ,• _. IY 9 tfT — t3' _--- lr 6 1/t' i3 _ 7Y ___ ,7' __- 13' 10' (�) t ' J _ S' - IV 6 I/4' to , n 6 ,/4' ,r 6 F/4• 6 I n 6 1/i' S t • n _ i J' 6 1/4'-6-1 11 n /4' 6 (TOP) R ) 6 (BOTT.•') 6 1/e ' 6 ,T,• 6 ,/4• 6 MITI-) I3' S• 13' 10 Ijr ,r 5 ,/2• is' 6 1/7 7 tjr 5 1/2" it 4 1/2 , (TOP) >5'-r 7D r-S' 13" 7 t/2' tr ,3' ,3' I it /3' IO" I-t' r it 6 1/2' 1 (TOP) >S'-r W °-O 13• 7 112' ,3' is- Ito 1/2• is, to 1/2 t1 1/r r_ IY 7' , (BOTTOM) Ir 6 in• Ir tr 1Y 9• _- Ir 9• 10• 7 1/2' tY 6' t (BORON) t3' , 1/r _Ir 1]' IS' 13• t0• ,]• 10' 11- r IV 6 112' 2 (O� _Ir ,3• 5• T]' /0 1/2 13' 6 I/r t3' 5 1/r 7 1/2' 5 1/2• 13• 4 1/2. 2 (TOP) 1!' ? CHIN ,3' tS' ,3' 10 t/I ,r 10 1/2 11 ,/Y 8' 1S Y 7 (BORON) r is 13' Ir 9 t/2' Ir 9 1/2' 0 1/2' 7 1/2- Ir 'a T/2' 2 (BORON) —s• 7 ,n• ,Y is- is- 10 1/2 1]• to 1/2 ,t 1/2- a• it 7• J (TOP) 3' - ,3' I]' Ir 9 ,�• 9 ,/7• ,0 ,n , ,/7• ,Y 6- 3 12 ,/2'12 1/2 6 1/a' 6 I/e ,2 t/2. 6 1/4- - - 5 ,/4' p I/4' 3 (BOTTOM) ---I__-'_ _7• -r ,- 3• . . 2 1/1 12 1/1 6 1/1' - 1 1/s' 2 t/2. 6 Ile - - 6 ,/4' 6 1/a• J (BOTTOM) 7 t/2' J 1/1' DJ 8• 7 t/2' 4' t• a 1/2' __-_-- S- 3 I/2' T !• 4 (T®) 8' a 1/2' 13' 5 1/2' - 1 tr 7' e' Ir 3 1/2• - 9' r 6' 1!' 4• - 6• 4 1/2• 5 I/a• 10' J' _ 7 //r 6 1/r12 r 43" 1/2' - 6• 4 (TOP) 4 toomm) 5 (TOP) e—y__— 8• 6' - a` 6' - a• 4 (°OITOI) 13' 7 ,,, I]' 11' 13' 10 1/2 Ir 10 1/2 1I 1/7 a• _ 1]' 5 (10P) IJ' 7 1/2' 1]' ,]' _ 13' 0 1n' ,1' 10 1/2 I tn' r IJ' 7' S (BORON) IS' 7' 13 13' t]' 9 t/2' 1]' 9 t/7' /0 I/7" 7 t/2' 13-L. 6' S (BOttOI] ,]' 7 1/r 1J• IS' I° 1/2 33' ,0 1/2 t 1/7 _ a' - 13• 7• 6 (TOP) 1J• - r -- Ir _i!' 6 1/r 13` 6 ,/2• 7 1/2' S ,/Y- 1r 4 ,/2- (TOP) _U' 6 1/4• 6, e a t/1' 6 t/4' 6 -,fe 6 1(4' 6 (BOTH--) 6 i/1'f6 ,/1' 6 t/4' 6 I/C - - - ° 1/4.16 i/4' 8 aoir.,.) SCE SHEET 1 i to ANCHORS rm , YACWG FOR 4OTAUATIpIS MO WOOD 416WE YRDNIM • MMRAN ANCHOR 7PAC M AD MM6NM WOE DISTANCE ARE A,DGiED ON THIS SONFIX" IRA EG LESS THUS PEIG/ED ON SCHEDULE REDUCE ANCHOR SPACING n MMLTIPLYRIG 3144140 SHOWN ON pC1ED1AE BY TE FOLLOWING/ACTORS FOR THIS oPfN370N TO K P0991eLE ,EDUCED SPACED OWTASED USING FACTOP SHAH Not S LESS TWIN ONA" PAC" PGCAND FOR EACH ANCHOR -1 ON THIS SCHEDULE 1/•. I/e. I/`•° 1j4••- !/•'_ A9N91DR TRPf _ tAfGtY1 -1/41-- 001n-SET uW.�M,R nmz IL - L1Y0-MINI ..ouI MONIM ANCHOR SPACM (w.) • 3 3 3 2 Irr 11n ,LVNaMIM®Y L..) 3 41n' 3- 3 31n• 1 - IMANOTEe! —.tI 3 1 r 3 1R' ACRX WK FACTOR I I/r 03x - - - - - - ,it AD _. -.. _. _ -. y Ir O.PO 9: - I'm I m at3 vAti, •• SPIdN(S 001LY VALID WHEN SPACER )S USED. SEE t1 FOR MAX. A.S.D. DESIGN L.M05 d< MAX: PANEL MRE7-I SPACER IS USED. 1/4V TAPCON .(,)LH319N' POURED ANCHOR e 9 O C CONCRETE OR ft� , CONCRETE BLOCK 3`.�' P GLASSEXISTING,I GLASS w I II N it 1 • Yin. (4!�'vCEN ' �/�, • z .44167 *. III# 1I. STATE %fir.• f 0R(O T.EB F st e AS.D. DES" LOAD MAXIMUM PANEL U019 I 40 PSF OR LESS W-W > 40 PSF TO 50 PSF W-2' > 50 PSF TO 60 PSF 5'-10' A VAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS h W//" SPACER AT 12 1/2- O.C. .Tom 111.1Em A' 24 GAGE GALVANIZED STEEL STORM PANEL awwyi'n. L E GLOBAL PROTECTION PRODUCTS, U.C. °"SAS 70 .600 ,LW. OF Film' 20-175 CIRNO .. M4 ,w PAR,F.M MF.aR R MHp 0 m-,YOB-pY) m-,FP LIME. R 331t4 AOC fEMJie9-71M FNC lf4F)Me-s711 -. - .. - — - INSTALLATION DETAILS FOR UFE SAFETY PANEL(l) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 9/4.0 TAPCON __ _EXISTING POUREn IpY TAPCDN_ gm POUREn ANCHOR • 9' 0 C CONCRETE OR ANCHOR • 9' D.C.COICIEIE OR f CONCRETE BLOCK L"� REQUIRED.-] � F i- `1/1.11/4.i i MEJc.. ..-_._. _. _( MULL _-.) i I E. 1 f Ij Ii 111 I p I' Mio I I °-SEPARATION- H 4T�3AI- / r o c Ass. EXISTIIiLl P0.T5 • GI/LSS I 1 , .•0-' / a, - �y L 60L13 t T AT a W,G,RIMS.. 1, _ AEA a., , I ,G6IH IeD r- n 1 I A 1' Ma.. 6 - 1' MAX. I tl ( PANEL LENGTH l I ' PANEL iN a ANE ,CMG ,�- -. _. � (SEE ELEVATOR N I (SEE ELEVATION ' 1 -•''� ON 1 R SHEET 21 8 t.... t ON SHEET T _. a ) I ({ L 1 1. 1 1 L/2 1 1 1 E01 ' „ 1 :% 1 to {{{ I 1e VIMy''! [_ 1 oc - (4 1/1'e TAPCON � ANCHOR O 0. O.C. EXISTING POURED CONCRETE DR CONCRETE °LOCK REQUIRED. ;ACTION R-tA O REGULAR PANELS MALL MOUNTINGS SCALE !/e-,- A i.• I 8, ED• A i '• I ..Ur,3C- 1 I I 1 1/4-0 TAPCON . ANCHOR e r O-C. EXISTING PWRED CONCREFE OR $$�T ��QQCC�ONCR��ETEE�ggBLOM REQUIRED. 0 LT�ANEL SEE SHEETS ,5 III If FOR ANCHORS ANCINDII "PC . ,/1. TYPE 4,SPACRIG FOR I$TAUATIOHS PPO 6w00 WOOD 111411E 6WDelm. MINIMUM ANCHOR SPACIN65 AO MYRRH MOO" ANDOR IPACMD (M) 3 ,A,IY,IYY OAAwA EMS *---I--) ---I ) I� � � 3 ] EDaE t)sTANIX ARE INDICAiD ON LIPS SUENAL FOR E0. LESS THIN MDIGTE ON SC %A1 RfdICE ANCHOR SPACINf: °T MATPLYEG SVA.7VG SHOW ow SCHEDULE BY THE FOLLOWED FACTORS AQML OK M6B= XQ fp" , ,/r SASS FDA THIS OPERATION TO BE POSSMUL FA:CTOH SHIN T NOT NE LESS AN _ _ _ - __ 1 2 to - _ -.- - _ - _ _ - _ . - _ 9A1 _ -- _--. MINIMUM SPArANO INDICATE FOR EACH ANCHOR TYPE ON THIS sCNCDRE. r Om ] t/Y - 1/4-o TAPCON G I+pUgED ANCHOR e 9 0 C OR I - CONCRETE{�BBLUD01 ./: 1� • �I / f i6e(�!'j � 1 (i) N N 11 E%TINjr'.ISA T G,,, CLASS J�;� p _ 1 ;I N .-I... PRE FIN RY6 r oIG9 00 en IT , 11 i 1 v MAX N v PANEL LENGTH -____ Y`- ._.r _. _ ELEVATION ON q p 1' :T` N SHEET If^SEPARATOO7/ 1 II TO CLASS. 1 e 1 1 1 , ' N /2 .; 7 . 3 .;.,.. I E.D. , ,:. . I ( I .. 1/7' ,I/e i 1 E- I ' / I I i ., ... 1 1 MN,. - SEPARATION T Q CIAss. 1 ,/.y-2o:,' St 6aRW _ r (- 1 A G O 1 1I 1 I 7• MAX. i )) 6' PANEL LENGTH 1. 1 (SEE ELEVATION i 1 ON SHEET 121 �. i 1 i__. 1 1 C!", :. 1 1 e' E.D 1 1 , i I 11 - TAS F,p Ms. CO iT,R EO 1 O.0 /,Q%6a12t 013mrs+ OC t)::_I/40 TAP'OOI �� TAPCON ANCHOR O 9' O.0 _1/4'0 ANCHOR O 0. O.C. EXISTING POWER CONCRETE OR EXISTING POURED CONCRETE oR CONCRETE BLOCK REOU R.D O REGULAR ELS O LF1�-FANEL ��CCOgONCRETE BLOCK REQUIRE WALL MOUNTINGS H.HIIINAA.. SCALE 3/6-1- INTO WOOD STRUCTURES - _ _.�RW R 1, - - NEAM - - REQUIRED ! I 4Y 7APCON _ t /'I TAPCON - MOR O 9' G.E. MOR O 9 D.C. �, t tit <�,9�9. O .t Ul _.1 1/2 ,I/4. 1/2' IIle .I µIX._ - iiy5_ - - __. ___ .2 8 1__ 1 2• JI I N 1 I_--1 1 - � i 1 U .1 „ .7Dn• EX15T1(jEi-,j 1 VaSr-m,n• ` 1 Sa SACS f -J GI/WS SS F 1- AT d MXL.,T N .' H I. 'X W A E70STRf�1 ,( - .. �; ' ORE AW INFO CLASS II- I r i uD ,NTT r-4n d - I I 1 MAX. 11 I _ 11 i p.. _.. _. _ - :_,-TALL_ 6• PANEL LENGTH u I PANEL LE T1 (SEE ElEVAn(RI 9 1 N L I (SEE ELEVATION '. _. _. /_ __ _.- _ -- ON SHEET t2) G 7 _ i ON SHEET 12) - -- T. 9 1 9 ( 1 LL p—'crARA71pN - I a- _- __ A u r MP. t0 MASS J a•--sEPARAnox 1 p 1 , I X I R-it 0 GLASS. 1 6• I,� 1 .. L/2 I r I - 1 L EO I • n in HY EI jiT - 1 • a ,? Hr: I 1 Ef0 1 -COW 1 _ - I EO I . .- -.- t ! i 2-.4- WOOL) _ ( r.4• NOD()- _ PLATE PLATE REQUIRED - //tY PARELMATE PINS REQUIRED _ _ 1/4•0 PANEIMATE PLUS _ ANCHOR O 12 I/r TIC ANCHOR O 12 1/2' O.0 1.FHHNII0h, WALL MOUINT]INN ,EPA .!!4, PALE 3/8-t � .. VGEN �1 ✓' a 44167 = FLORIDA BUILDING CODE (Non h VNoe Hurrltwo Zone 21*'. * .VOEO 1RIECD. AP;. ; F). 21 GAGE GALVAIZED STEEL STORM PARER. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. ; STATE OF ::M4. DAWN r,, DESIGN PRESSURE RATINGS P 1, 07m/un (ON.f) SHEET ANEL �SO,(:• lOR --� IL ECOENE: GLOBAL PROTECTON PRODUCTS. LLC. "w- LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD h4,N S/DIAL E'� f J tAUT TENT,NA • Iq ANY OOMIsi. FL 3333114 MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC AA4HIAN' I L 1 :: yialq'm�-.0 P�e°1p°'rn RwA'w P CHNN18"M *Ax (Ie.Nw- m 20-175 DENSITY OF 0.55 OR EQUAL CA-0' 7'7% .In,Ar arm oAFWNF IN. Aw PI. gA1/S,CMTIIE/DAiE ,HURT A Tun A.. PE „'N• W,OT,e OF II -0^-4, ^W W J_- N —Cu V O ^' W �r U '0 L � U- c O O a .M Cu -1-0 -0 0- Cn CD V &�.r O O O O ^^,, W /9C O LL O /�� •� W L Q' O L L f- � � .a 65 Q < Q z z W J Lu Z Z a J a_ CD Jc— CD M O L- CDL CL U O 0- v! CIO SHEET NO. SH 1A In III JIL I I I - - - I 1 1 1 � .. mi, I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG 510 M PANEL (-1) + IIII.EZ11/18, IN -TO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES EZIW/la ANCHORS ----(SVE SECTION EZI A, #Inkt"V4 UIW ON SKET 18) 77 r- Mo.. AN, j_/4-4 TAPOON i 19ASEE NOTE 2) 4ft-10 13VASEE 2 CONCRETE OLD" NOTE ANC04OR 0 12' OC, J14 iv.$� REOUNRED 10 _T_ 3/16'0 ALVAN-J. RIVE, AST PANEL(3) TO BE INSTALLED AT EACH OPENING SK4L ALWAYS BE 1/4-0 7APCON J1421' NEE HEAD TER WOOD HEADER #1411' REX HEAD TEX SCREW 0 - FROM REOUIRED T SCREW III A" FROM i PROVIDED W/ REAP HANDLE TO EACJUTATE INSTALA.ATION Ir NTENDED ANCHOR 41, 12 04. EDGE OF 6 _T EDO I TO BE INSTALLED FROM INSIDE Or STRUCTURE I 0 E OF (64 4" A M" e A' 2 'PEA NOTES 2 We (1) 2VJWaQb_QLA0U_2=, E-Z HANG STORM PANEL SYSTEM It_ T (INT-ER-t-OP rf-A�NEIT- I PA- TETRI, T CONSISTING CTF PANEL I C-t TRACKS TOP & BOTTOM ALI qr- Uj U-NII'PA, N-E-L)l ONT RIOP NEL� i (IN OR PANEL) (END PANEL) 1 = SEE NOTES 2. 3, 1 LINK je,20". E NOTES 7, 3. 4 i 7 77 OTHERWISE A STOP L BE PROVIDED AT TOP OF SUCH S4 WDS. PAN R"U -AN11 S 0 1 t/2' C2 CC f--2 C',4 (2; END PANELS SHALL AL*'TBF. C EC7ED TO BQTTOM TWK 114-ii 0 �/� 4on P., U. LIE fl As At ; N-SEPAINALMON C=3 La- i7 IF END PANELS ARE CONNECTED TO BOTTOM TRACK, C.ONNEC-LION EkISTING 4 TO CLASS -SEP CLASS -1, ALUMN POP To G SHALL CONSS7, Of 1/4-m-20.3/4' M.5 W/ 7/8'0*3/32* WING Let POP .9-0 to 4= III PANELS IN/ /A#.-X.,- HUT OR 1/4'OX3/4' h4m TUMSSCREW INTO TAPPED BOTTOM RIVET Mill a 40 C1 Ap f S DOLTS W/@ 0 CA OVERLAP TRACNT LOCATION OF FASTIINERS MAY BE ATEJtHEP Or TWO a. L ARAWA ASS -NIC C-A -Ef SECTIONS AS APPLICARt EXTERIOR r,.ANCES OF END PANEL 6, rl� ; MAN -a --- , W L L! Tf`tAT ;NO PANELS ARE NOT CONNECTED TO BOTTOM IN, ENGTH a it PANEL LENGTH it 3: 0, 11 (41. IN LAS� AT af�!. I PANEL MAIL CL T' IT MAX: STOP BAR IS ONLY USED AT TO-) AT LEAST IWO 4 2 tRACK (i �, A 0 "NEO PANELS SHALL HE CONNELIED TO BOTTOM TRACK JSIM7 SPECS r C, "a 4D --t-T INDICATED ON NOTE (3) ABOVE� IN SUCH CASEL CONNECTION OF IT L SEPARATION 501 PANELS TO 90T`FOM TRACK MAN OCCUR AT AM PANEL LOCATION 1/4*4 CC _J_ L L j J-1 L L _j_j_ L in, To CLASS, I __01 I.'" OF "L* 502 0 TO CLASS 1/4**-2W2' OF L. a SEE WIT THUMBSCREW 31 OZ SEE t INSTALLATiONIS ONLY VALID FOR WIND molt ANCHOP5 HoTE $PErD UP TO 170 -ph SirT�ON E21 At ALTERNATIVE UTW ON 5"Erl, t8) T,)r 1 ANN. r= *EZIW/18 t/2 I ON ANCHOR TYPICAL ELEYATIQN FOR SERIES 2000 E-Z HANG 5TQRM PANELXJSYSTEM M -/4*0 TAPC se 12, O.0 2W wow SI 3/32'=I" 1/4-0 TAFACON ANCHOR 0 12- 0.6 PO 1UXTE RETE ?eA7-(kw %vius, CONCRETE BLOCK RMUMM .1 W14XE VALLEY) REQUIRED WALL 0 NO :�4.7 17�'S 7 SECTIMONMEZI Ma IVE E21111111 MAX- C1 SCALE 3/8-l' SCALE 3/8-1 5ECDON A -A X%0� SCALF 3/32'ml" X0" E FLORIDA BUILDING CODE (Mon Nigh Velocity Hur can Zone) FLORIDA BUILDING CODE (Won lifigh Velocity Hu, icons Zort Ali WIN. PANEL LE�NGTH It$ 24 CAGE GALVANIZED STEEL STORM PANEL aT 3 . 0.44 24 GAGE GALVANIZED STEEL SITORW PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S D. DESIGN SHLAU BE 2 -6* PRESSURE RATING +/- 40,0 p.sf, AND I I s, STATE I L E C 0 46 c GLOBAL PROTECTION PRODUCTS. LLC. Mat, PANEL LENGTH, S'$'- , GLOBAL PROTECTION PRODUCTS, LLC. IN iNIINI 5 w s, STREET III . - �M �LA.l MIMI SAN S, "ADS "LOR10, 20-175 ........ MEMBERS TO BE SOUT14ERN PINE No 2, W/ SPECIFIC TAX, V_ =779- OAAAMo DENSITY OF 0,55 OR EQUAL. list" to A I F29 'a W 'a �-�-ENGINEERING E11,40INEERING EXPRESS* PRODUCT EVALUATIOP4 REPORT September 15, 2020 Application Number 178691 - R2 EX Flood Number 20,31543 Product Manufacturer! Ail Americam ShUtt#m and CAOSS MarfulacturerAddress iUO Donna Road Wow Palm Beach Ft. 33409 Product Name III Dosimption: 24ge Galvanized Steal Storm Panels Large Misiff Impact Resistant Scope of Evaluation: This Product Evishastion Report is being Mood In accordance with the requirements of the Florida Depermisead of Business and Professional Regulation 11"loriclis BuTibing Commission) Rule Crelptar SIG202.005. EkC�� for statewide accallwarice, per Mftod i(d). The product noted above has been tested and/or evaluated as surnmartz" herein to show corn"ancis with the Florida Building Code Seventh Edition (2020) and is, for Me purpose intended, at Is" equivishard to that required by the Code Re-evaltistion, of this product shall be required following pertinent Florida Building Oodo modificatiorts or rev slons. SUbStantiIII6179 DOW. . PRODUCT EVALUATION DOCUMENTS EX che" #20-31643 Uftd '249a Galvanized Steel Storm Panels (HVHZ & NorT_HVMZ)', shoots 1-5. prepared by Entonsering Express, signed & sealed by Frank Bernardo, FIE, is an integral part of trits Evaluation Report. - TEST REPORTS Uriffarrin staft structural perlicurnance has been tested in accordance with TAS 202 lost standards pot tow report(s) 111151`-ASG11�001 by BaRejawaW Testing, Inc. Large missile Impact: resistance and cyclic loading performance has been tested in accordance with TAS 201 and TIES 203 test staridards par test repart(s) #ST-ASG1 7-001 by Blackwaler Tesiong, Inc. . STRUCTURAL ENONEIERING CALCULATION$ Structural engilnearft calculaboms have been prepared which evaluate the product based on comparative andlor rabonal analy" to qualify the following design critens 1- Maximum Allow" Spam 2 Minimum Alkantable Spans 3 Minimum Glass Separation 4, AnchorSpachrif 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TrA 1, @ENGiN*iRiNGExPREss.com ENGI N FgRtNGEXPA'SSTCOM "t ENGINEERING Page 2 of 2 All American Shunturs and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable strass has been used in the design of this product. Separation from giakang is not required for malialfations outside of Wind zone 4 and essential hadiftes Impact Resistance. Large Impact Resistance has been demonstrated as evidenceall In previously listed test rapicul(s). am Is accounted (of In the engineering design of this product Wnd Load Resistance This product has been designed to resist wind foods, = indicated in the spian schedule(s) an the respective Product Evaluation Document 0e. engineering diesving). Installation This product shall be Installed in strict compliance with Its, respeefte Product Evaluadon Document n 0 angirueering drawaing). along with all Components noted Ifterem. Product components shag be of the material specified In that product's respective Product Evelustion Document 0-e emmeaffing drawing) I Imitations A Cond7tions of Use: Use of this product shall be in shict accordance with the respective Product Evaluation Document 6.e engrains" drommq) as noted herein All supporting hoal structures shelf be designed to Easier all supeOmposed loscle, and shall be of a material listed in INS product's respective anchor schedule. Host Structure conditions which are tvat accounted for in the product's respective, anchor schedule shelf be designed for on a site -specific basis by a registered professional ergliffeer, All Components which are pentionerithr installed shall be protected against corrosion. contamination. and other such damage at 90 times. This product has been designed far use Within and outside the High Ve" Hurricane Zone (HVHZ). Respectfully, At Frank Bermuda, PE ENGINEERING ExPREW DIFIE0046549 I Cen Auth 1)885 16D SIN 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAm@EmGtNEERiNGExpRess.com ENGTNEERTNGEIIPRESS�Com of4.0 W Log Elf T� T_- .A i 'A ja U) _T xcmN 12 A 15, :Im �Lt ILLA., HOLLck'! T, " =1 Iu "'L v tin 1 -1 ji. i,", _17 1:7Z Pr NrFI _,C E 1, n: _flu .1 IUj r z z1f," "I ECc- It S J I'm T" cu_c I fit �IHEL A 4h r 20-31543 ===L4/ It IT- ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ 8L NON-HVHZ�j WIDTH UNUKTED MERP, TO PANEL SPAN) - TOP MOUNT (CONN, TYP, TYPE AS R15Q'D) SECrONS OPTIONAL AIZO STITCH BOLTS WITH WASHERED "CNUTSPASTtNEDO CAVERLAPS 0 MIDSPAN (USE APPROPRIATE WAN TABLE) PLAN VIEW pil MEE; BOTTOM M DU (CON N TV sE REQ`O) I I V i MAYKATATII�__,", TYPICAL VERTICAL MOU`NT ELEVATION IIIII'V N T S ELEVATION TOP MOUNT (LOCATION M ARY) C AY 0 BOTTOM MOUNT tCONN/ nPE AS Rrqo) OBSTRUCTIONO �PANELSMAYIBIENCTCHIDA5 SQUIRE OPTIONAL ki�-20 STITCH PROVIDED 74AT C"'NNECTILIRMIS ANOD BOLTS WITH WASHERED ANCHORSARE ""' ""' "" WING NUTS FASTENED 0 SPANS ABOVE I BELOW OBSTRUCTION OVERLAPS 0 MUSPAN JOSE ITABILE) VERTICAL MOUNT ELEVATION /-2'\ (NOTCHED PANELS) \11- / NIT.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM SIYORM PANti 'APARAUCIN I ROM GLASS TWItZ, WIND ZONE 4 4 ES5ENTAt JACIOTT.5) MAXIMUM OES4G"E ALLOWABLE INSIALAMINSU755 INSIALIArIONSGREATIFA LHAN3130OVEGRAJOE Its. 3S 130 0 1,, LOCIN, iti .140 000'. 606� 2.16 1. 'i AS LID 0 111 6, 716f," 00V 6,06 N, 1-16L, I-sS 1066. 6 oa.. ISLn :iFAN b(_HtUULt: NU I tb: 1. ENTER SPAN SCHEDULES WITH NEGA71VE DESIGN 1,00 S PANEL FASTENER SPACING TO DETERMINE MAXIMUIA ALLOWABLE STORM ILAWL SPW SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS TITAN OR EQUAL TO NEGATIVE DESIGN LOAD$, 2 , *WL FASTE14EW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (iFT-TRACK. STUDDED, ANGLE, M.) USE 6 25' OLCI PANEL FASTENER SPACING TABLE VALUES " ALL.".- AND 'U`k1AD1ER5 (INCLUDING BUILD GUY CONDITIONS) 3. LIZEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: I ENTER SPLAN SCHEDULE WITH PCISMVIE CRESTON LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, 2. SCIIHIEDLILE IS REQUIRED FOR USE WITH POSITTIVE LJOADS ONLY INTERPOLATION BETWEEN LOADS IS ACUPTASIE, OTHERWISE USE NEXT HIGHER LOAD 3. FOP INSTALLA71ONS OUTSIDE OF THE HVHZ AND GUTSIM OF ESSENTIAL rACji,TT11ES IN kSTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARA71ON FROM THE MOTECTIED OMING IS REWIRED, MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGNI DESIGN NOTES,- SCHEDULES _j rS E AeND N E G ESC D OR SE WITH TH SYliTEMSHALLBEDETERMINED PER EP7RATE NO INORING IN CCOADANCE WITH THE E N43 COD RE I E AS RM NED IN %I(R)MANCE 8 04APTEI 1609 OF THE FLORIDA BUILDING E 5 BE LESS THAN OR 0 E ITIVE OR N DESIGN P UREW-VIOVALUES LISTED HEREIN FORANY ASSEMBLY AS SHOWN GENERAL NOTES: VISIT 0 M li`�l Im Z=9�2WABLE SPAN SCHEDULE TOP MOUNT -W Hasser Ir T Or 23" 24' 2-- 2e T ?A- �T ?W ShAdeut III* Hia", 01 IF IT n- 2ir 25- IF M 24. 25T -ra-, zEklk W Cr T Zy 2A` 2r zr 24" Or 24' 27 ?r .234=- 27 27� 2r I I 30r 3t - _T� i BLANI.L11"V TINNII ZA' Z4C' W -Ir -W IF T NOT _5F IF, TASk zT W 25, It- W-1, 0 said Aryk, "N MNNIMO 22' 30T It" 29' It' 31" M!g Man 2ZjIr 2 am 29' 3V ST, 'U` f4� j I, IIS, 1-1 2r 2W Air ST 2r JOT -i� o-� �LASS Is A11.1tk`A"U` -1. I'AW I.NP_ !� AATHf I- ..I TKTT� Ir"'. ANT". N't- twI.ED `FE.NATI0f, I'Vo. 1� -,I K ft. _13 To WIlf 2 Z,. I- - Tti �T - t� I`— n"FAS IS L Q ,WONAL INTERIOR FASTENING DETAIL .Iw.wy UYV ,,Ae As OPTIONAL EGRESS PANEL DETAIL `Ft;ENING (M �Ii�I_C� t:e EVIL a LOT LID ILA P. E2 A Nr at Ln CC IUUI 2: 1 2 T 1-2,250" 4�2 2 7EIO11 ;41 0 094' 0750�: D,0 TV J-9 IS GA_ _T 0 044' 1,930' . I 7 DER C., c', 250- -4 2CO00' 2,000' 2.DDO" Liao" 91111.0-011T 'U" HEADER .3.380" MAX 0 313" i Id I SL 11%%0" 14560" kj:S1jj 0 Ott 0.36 �376" 'W''PANELCOVEWE 0.174:, .1 S 9 '6ai;- - 1 0§ ON 0 351y, L 007" AD C1.190, 77 187"PAKELLEN .1 IrTr T_-j_0OW, - 01I-WA& If i"O" T_ �_D.090` 0,710 TYP TYP� .957" a '0� 94- 0" 0' : ,06,k �jo Z -0 - 2 qO L 107' GTI P _iD < AVIX @MM LE -I&K tvuxatc) r OVERLAP .�5" MAX. D-T111C z 4" MA K - A CORLILMOLOSURE DETAIL 23'MAV, BVILO-OLIT LU DISTANCE �"AT 111 6- OVERLAP 1920' A MAX .2s� MAX jaw 1.5 14IN ally MIN EMBED I F; U!TaXWfJT CIPSLIRE ....... --- -, ANCHOR SPACING SCHEDULE: 24 GAUGE RAWLS, PANELFASTIENERS 0 12S� O.0 2.3- ISDGE IDESTANICE MAX �u mcmalt IRE�nt TVINK 111,011 UP To 6-01 1 WAMN up Tmo IF - 11 b - Up TO lit-141 CDR L" CI CZ Ca CA �m CI C2 0 CA x TV Cj Q 03 CA le . I.W r_ DEWAITAILTRACCII 2a.5,1116,07, 1471,19.91 112.511 16O� 10,2" Ism .. I IWO" 911, ISVI 12.51, 26�0` 11LIT, &V I ISO" S.". 5.5" 12LS" ISO" 913- 31511 .1111, IT V. Is 0. %Q. Ii. 16.01, &r a .9 a". 1 tl.%,. 19 W 16,12" 6.0 114" K4.1 14' a P 12,5" 16�0* &1* 17, S.4'* 12,5*1 16.01, 2.11 5.4- 12.5- ISO' &V &A- 22,5" 16.0" &V 5.4" ito,, ir,"MIMi 33 DEWALT JITPAWN +1 5Z 72 5*1 I..C`1 1610-1 ISO. 164 ., 15.011 12A.- 12S., vi 0. Ig, itil" =1 B6. P1. iff.; T1�9 `-1-31-1 141AW21; W11, =.11111 jfic�* I'M As ,21 F I . 11. 7ir R.F 42,51, Hrr, Ii-W, 251, 72,F 16.0'. It's., SF 125926'a" 11.0'. *.s,, 12's'. III ai,q-, P.S.- 'N." X3 A 10 . LID sET 41 48 7$1 1 ii.Y' i a' 1&0" 360 12.5" Me" Ili" 0*' 112 5" UL W 14 W LIM' 3TS, Ts 'o. RO., JS+$L. 12.51. 12.6TI JOB.. 12.�11 18,0.. 12.5., i0m. it s i I— ib.w .01 A' 13,3'+ 1LE IZ T' jj�L 16 IW' jf±� 12.5" I ?.r, 1&6" 1RE 12 V JZPSIL IED" 32.5' 151off 121SI; 101" ts 1 5' 16.0, ;ILS"104' 2,5 11 lexr� 12-5- ig 12,5 1,5. '17 V,7 "M 33 +1 As 52 11'st. iz, T, 1&0. 16.0 16.01. Mo., 'Exr, idloll 12.5" LILS' 1. IS?" IIA" 12 Tr 1"', is D I 1&0" 11181. ill'.. 4, W, 1. 4. jAiii. ALt _140" 'WR, IS-T. 412.- Azv, les" is 5'� it la's" ji,�C _ '16.0 - is, 01 i&L - 1- 15.51, 111211 12.51' 1CO" IS.511 .511 it,2LI It'2LI lig 26.0, ii.r. 1jLV- 761� Lw 1 ",2, 12,V. 45,V' %L,r, 2.8" EDGE DISTANCE CH3CP If 11111INVAT. 48 .f�ILAH "1 #1 48 5 7L '2V 6.25 , 11621' . I. 19.3 a... ?,IT 5.3" 161, &.5. .1.: 167 6.2r 8211. It', 11. 4.2!V' 6.2V' I I '1' 10.9-AMEM&m.. 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Iz .. 12.3- 4.r' AD- .21' 41'� IZ r, 123. 411, AD - ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. 14AXIMUM ALLOWABLE SPANT, AND PRESSURES INDICATED IN SPAN SMEDULE SHALL APPLY 2 U4-TEFLANCHGeSCHEDULr�ASEDONPAP&LrAS-tENERSPACIW,-rHEE)CISTIM!iTRUCTUP.E MATEPJ AL, &ANCHOR TYPE- SELECT DEMGN LOAD GREATIMAL TIIAN OR EQUALTO, NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GAEATEqTMAN OR EQUAL TO SHUTTER SPAN,%ELECT CCNt4ECnON7YPER�SEDONAPDXOPMYEMOUWMGCDWITrON(8EE MOUNTING DETAILSON 1, 'PANE T EW EST 05 SED N CO CTION H ROD TING SIONS t -TRACK, STUDDED ANGLE, CTC I USE6_25'O.0 PANEL FASTENER SPACING 7A VALUES FOR ALL "H"- AND "W-HEADERS (fNCLUCN NO BUILDOUT IONDTTTONS� 4 ANCHORS SHALL BE INSTALLED 114 AOCCADANCE WITH MANUFAMRERS' MkIENDATIONS HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 N=14L 6: Rimmum EMINDMENT SHALL BE AS NOTED I N ANCHOlk SCHFOULE, 7 MIND UM EMBEDMENT AND EDGE OLSTANCE EXCLU DES STUCCO, FOAM, EIRECK, AND OTHER WALL NIS ATtLY TRANSFER LOADS TO HOST STRUCTURE. 0, CONCRETE ANCHORS NOTED HEREIN S)-ALL BE E14SEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTLIRE LS WOW FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEOLLATF WOOD MWING MEMBERS, NOT PLYWOOD, FASTENING D IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10. WHERE ANCHM FASTEN TO NARROW FACE OF STUD FRAMING, FASTEMR SKALL BE LOWED IN CIENTEROF NOMINAL 2' X 4' (MIN.) WOOD STUD EDGEDI TANCE is ACCEPTABLE FOP. WOOD FRAMING). WOOD STWD SHALL BE "SMTHERN PAG-O.SSDR4REATER DENSITY, LAS SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. IL, REMOVABLE AWJ40RS ARE OSWALT PANELMATE, ALL-POIN-TS SCILID-Srr & BRASS BUSHING 12 MACHINE SCREWS SHALL HAVE Ijr MINIMU M ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HA _TTHEP A PAN HEAD, TRLSS HEAE)e WAWFE-R�FFt'0'TDHrS1':jA BOLT) U NO t3, MINIMUM EM VE r EXCUIO STJX :R L� DEDMENT AND EDGE DISTANCE FINISHES. 14. M DESIGNATES ANCHOR COWITIONS W141CH AM NOT ACCEPTABLE USES, 16 LINEAR INTERPOLATION 15 PERMITTED FM USE WITH THE ANCHOR SCHEDULES LISTED ON I ,A 4 le In P, ,a Z V81 fill 8 -6-0 CD (D U) -00 > 0 (D F- 0 2 a) C: CU -0 a- . CY) a) .4-0 Cn a) -f-a a) -0 CU N-cu 1 0 a) CU .0 -I--, U_ CU CD CID E 0 > 2 cn CU F_ Cn Z Z W mi Cn C/) =3 CIO 0 C�L 0 0 U) CU M ::3 LU Z SHEET NO. SH 1,5.