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HomeMy WebLinkAbout36478-36494 Camp Fire TerABBREVIATIONS 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 orA.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 Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss 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 LaundryTub 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 WDW or Trans. Transom Window DIED 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 LINO 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 MIN 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 0. 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 Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finish 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. OEM on MEIN I MEN MEN o 01. NEN MEN 11 loom 10011 OUIf � -L ��� III. III I r ~I��i � 1niI�li�El nEl �IrL �i� i � IIII�LiJ�I 7-1 0 111 i 6 - UNIT TOWNHOMES (ACCCCA) 6-U NIT TH (1532-1624) 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. d� CD CM raC-1� Cn cv Ced - W CIA ao e N gA G � O t� CJ o 00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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 Q O N V r t 4 _ V _ u7 w Q J u- a Y Z Z Z rodo boo Z r mo o o W inO�? ¢ 0 z d < o W — IL Z N m Z U r Z OU El r W � m N Q O O � � Q J -- C� U) M N z CD o 0- 0 Lu o U [ o _ � zl1•_ N � � � W U- o Z a td - oo aR CL ® E U wz z 0a —E o< -o o� a= wo wz WW '- C/7 7 Ox U Z m g r <w �y ao ai ? O � co On K 0 a 0 Z F H oz s3 �O W � �0 .0 F z Q O U S c O 0 E2 >r.... T U m N r L I— Cfl N T N LO '� N _ � 00 v m U C�.I +-+CN F— 0 LO M LO � � M C d c,4 LiC� T.- 00 r iu M e- o z Z E T m @ a. E m U J Q C J JOB NO: 23-03667-03672 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 UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN W Z W g CONTROL JOINT DETAIL SCALE:1 1/2"=1'-O" #5 CONT REINF. SEE FND. FOR E QUANTITY ` "! = _ = t•. _ 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 W 1.4xW 1 A W.W.F. n o ' d T N - ..�• as _. - a• (4) #5 REBARS CONT. 4" Z-O" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 15x5x3/8" A36 STEEL BASE PLATE 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB (FIVI24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" 11, 13' VERIFY VERIFY LOCATION OF A/C AC PAD LOCATION OF A/C 3'-0" x T-0" x V-0° PAD JPAD PAD L wl (4) #5 E.W. L S3 S3 2'-0" x Z-0" x V-0" HOSE HOSE 2'-0" x 2'-0" x V-T w/ (3) #5 E.W. RIB RIB w/ (3) #5 E.W. F- CONDENSATE CONDENSATE 7 4" ELEV. FIN,LINE I LINE -4" ELEV. FIN. A OIL 1 I o CONC. SLAB I OIL o CONC. SLAB S3 2 I C) -11 All G' O" 71 1 A" 71 i r%" 71 O'. 71 0'1 71 .1 f%" 7' A n" CI C SYMMETRICAL 3'.0" x 3'-0" x 1'.0" VERIFY wl (4) #5 E.W. LOCATION OF A/C UCPAD L PAD HOSE S3 2'-0" x 2'-0" x V-0" BIB wl (3) #5 E.W. CONDENSATE 7 I I- 1 I 4' ELEV. FIN. LINE 1 2 I I o CONC. SLAB 2 4" % -4" 4 -4" PROVIDE 1ILRECESS FOR ---I— -1 F I — — ——RROVIDE 1Y2" RECESS FOR I _ _ _PROVIDE' RECESS FOR — — F SLIDING GLASS DOOR. REFE TO F— I I SLIDING GLASS DOOR. REFER TO (- SLIDING GLASS DO R. REFER TO I I f I MASON'S SCOPE FOR WIDTH I I I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I ® I M PROVIDE LINE FOR D1 L I I ( 1 p00 PROVIDE LINE FOR M I I co I I ICE MAKER M PROVIDE LINE FOR - I CD ICE MAKER D1 I S3 I ICE MAKER I I S3 I I I S3 I ' N Jill y 1 3 V" MINMVISQUEEN 3000 PSI CONC. SLAB FOR �� j T IL " I � -"OCOUNTY ONLY. 3Y2" CONC SLAB OVER 6 MIL I VAPOR BARRIER 00 ® I I I I DBL. SINK W/ I I I DBL SINK wl I _ C.J. - - _-_ DISPOSALDISPOSAL -_ -_ C•J. I _ io 55 - —ff -i I I IIIL J JII I I I IIL_JL Jill I I TYP.@ L-__JL== =J IL=====3L---J 2-STORY U.N.O. I -E — I - 00. 12'-51' L 5'-11 " 5-11 L 12'-1 " 1 13 I I PWO I PWO I I D1 D1 I coI I I I I 14'-6" Cl) OIL 00 M I I I 0'-0" ELEV. ® I FIN CONC. SLAB — — C.J. — - d' I S3 ® I I @ FOUNDATION 0 M I I ® I I ELEV. APPROX. 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1.1/2" ■ IBELOW TOP OF — — EGRESS DOOR (THRESHOLD. FIELD VERIFY K PROVIDE 1/2" RECESS FOR S3 MFRONT DOOR. REFER TO v ASON'S SCOPE FOR WIDTH ■ 4" 0. ON 4'-0" [1 011 Gl, 0?I o I1 50 - I LO 4' ELE 3'-10" I 13'-10" 4'-2" F-7 A 2 I F, 71 DI I I I DBL. SINK w/ I I I 00 DISPOSAL GO I IIII I L- � --F JLLJL'JJ 1 I -_ — - - I PWO I I I D1 I zo II 14'- ' 3'-10" F-� I I� q I I I I I I I I I I I I 0'-0" ELE 0 0' ELE�.SLAB FIN CON I I FIN CON . SLAB I I I I _ I I _ I I _ _ I c.J. - --�---E- -I °� - - - - --I--- -I _I__l_0? I `0 I I I GG I I `° GGI H 1 -7 \. �3 I I I I I I I I I I @ FOUNDATION i I I I I @ FOUNDATION I I I I 21.101, 2' 10" I I _ 16'-0 IL iI IL it I I I - I I_ I I I I T I I I Ir r l I I I I I I t^ ;/ I I I,/ 7F 6'-0" 2' 0" r I III I I L- i I I I I I I I I ;� �1 I �L co I/ \ / N K o0 I I I in N L� H. -`rH W�� S3 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R I I I v FRONT DOOR. REFER TO I L FRONT DOOR. REFER T 2'-104' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 I FM24 f I I I I I / -411 / 10'-6" 10'-6" 011 11 '-0., 4'-0" 1I-8 V-811 41-0" 011 0. O I I O 0 co N. co I -4" ELEV. FIN. I I CO I I CONC. SLAB I I PW01 CONC. SLAB ELEV, APPROX. D1 ic ELEV. CANOBE NO ■I_C.J. I .J_ _ I ELEV. ROX. I I MORE THAN 1 1/2" IN O 3'-10" I 13'-10" 4'-2" F-7 A 2 I F, 71 DI I I I DBL. SINK w/ I I I 00 DISPOSAL GO I IIII I L- � --F JLLJL'JJ 1 I -_ — - - I PWO I I I D1 I zo II 14'- ' 3'-10" F-� I I� q I I I I I I I I I I I I 0'-0" ELE 0 0' ELE�.SLAB FIN CON I I FIN CON . SLAB I I I I _ I I _ I I _ _ I c.J. - --�---E- -I °� - - - - --I--- -I _I__l_0? I `0 I I I GG I I `° GGI H 1 -7 \. �3 I I I I I I I I I I @ FOUNDATION i I I I I @ FOUNDATION I I I I 21.101, 2' 10" I I _ 16'-0 IL iI IL it I I I - I I_ I I I I T I I I Ir r l I I I I I I t^ ;/ I I I,/ 7F 6'-0" 2' 0" r I III I I L- i I I I I I I I I ;� �1 I �L co I/ \ / N K o0 I I I in N L� H. -`rH W�� S3 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R I I I v FRONT DOOR. REFER TO I L FRONT DOOR. REFER T 2'-104' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 I FM24 f I I I I I / -411 / 10'-6" 10'-6" 011 11 '-0., 4'-0" 1I-8 V-811 41-0" 011 0. O I I O 0 co N. co I -4" ELEV. FIN. I I CO I I CONC. SLAB I I PW01 CONC. SLAB ELEV, APPROX. D1 ic ELEV. CANOBE NO ■I_C.J. I .J_ _ I ELEV. ROX. I I MORE THAN 1 1/2" IN O N I I N I 1 112" BELOW F.Foo BELOW TOP OF EO 1'-4" 5'-8" W o I I w o ELEV. CAN BE NJ=- I I EGRESS DOOR 3-0" x 314' x V-0" I J I J I MORE THAN 1-1 /4 1 THRESHOLD. w/ (4) #5 E.W. N L o I o I I I I ^ BELOW TOP OF FIELD VERIFY S3 S3 LO I ® - EGRESS DOOR 55 I I 55 THRESHOLD. I I 1 D1 I I D1 FIELDVERIFYilli, ■ I I I I I- [J o I I I I I A ih S3 J I I J I —J L-- -- o I -{- I S3 I ■ cm I Q "SEE S-3 FOR I '�L RECESS OPT."—L YS3 — J CNI ® ■ S3 S3 HOSE HOSE ■ HOSE J (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL W/IN FILLED CELL BIB BIB V-8" 8'-0" 1,_8" 1'-8" 8'-0" V-8" 1 V-4" 11'-4" 6-8" 6-8" . 1' II � L,,W.HI I �- 2,_1�r I FM24 I 01 6" 4' ELEV. FIN. I m CONC. SLAB PW01 I i D1 I C.J. _ �a 1 N I I I I I I 55 I I I I I l l o 1 2; S3 I (2) #5 VERTICALS WIN FILLED CELL 11 INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENTW/25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: X"=1'-0" 1 cra CV c'4 cae � -o > 0 CL Mc.aCQ c�oa a� ar c c� 03 o � 0 0 � ra M GV CID ^: h' ai ST4' � o1.= 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. { .� 9rzo W+ril�rrc 'z j j Wd C) N U N m v C rn 0 cn° W 0 s s. in M V CL o- LL d Y U 5555 z r� O —ern O w i z 5 •Ly O t N 0 OR 0 fD m Lu Q Wink°'°' a LL -ce- I_ z o � o W M z h'k a In O U 1771171❑ f W M � N C7 O O z '0 z s � Q J M Ln z ; U o � 0 0 V d lU c U W� E ml , U o N ,- U) m N M I� o � � w M M ¢ g O YS 65 z Z Q E IZ p N U zo g ¢ - >� Z o Z oa H C Ma 0o O E a¢ wsg r2 �J y C¢ m J <o Y o m� o, aw Q� < gzZ o c`gn C) O rn o < it az 2 H �_ w� ao milo =1¢ 3 0 O > I� _ a) CN U � CSC � r LO N Q N f��+ v 60 Cf) m U r N _ F-- O CV Ln M L0 .� 't o M Cfl C( ` r N Ln t- E Itt cz z E @ a U Q p JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. 2 e� V. F. FL, OWNER'S BATHROOM SCALE: 3/8" =1'4' 0 60 BATHROOM 2 SCALE: 3/8" = T-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 i S.H. 13 20 X 3811 18 2 X 37;1 S.H. 14 20 X 50' 18 4 X 50 S. H. 15 20X63 18�Xi S.H. 16 20X72 18JX71 S.H. 1112 271/4X26 26X25 S.H. 1113 271/4X38J 26x374 S.H. 1H4 274X501 21 S.H. 1115 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 a X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 3671 X 62 1/2 S.H. 26 37JJX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 i 52 7'X 37 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52' X 624 S.H. 36 54 X 72 52 4 X 71 i 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 19 �� SLOPE CEILING TO N,�\ MATCH STAIR RISE F. FL. F. FL. - - - - - - - - - - - - - - - - --- M 18 r� 17 1 1/4" TO 2" DIA 16 �� HANDRAIL NO 15 LESS THAN 34" 14 �� NOR MORE 13 v THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. 10 HAND RAIL w METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 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) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 e (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 clear 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 % inch. A nosing projection not less than 314 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 1112 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 18'-4" VERIFY AC PAD LOCATION OF A/C PAD OUTDOOR LIVING 9'-4" CLG. A.F.F. CONCRETE 6'-0" 11 3'-10" L. T-10" Lo 2'-8" 6068 SGD 5-SH T 2468 REF 1 I N © LO M DINING 9'4' FLAT CLG. TILE o) oo co o STONE VENEER 16" SQUARE- F, CMU COLUMN FLRG. LINE I 1 3._2" 6._7 ' O O I W 110 CV KITCHEN Z 9'4" FLAT CLG. TILE SINKw/ 1 D/W DISPOSAL F - - - � I oo m---� L J 1 2x8 WALL 6-0" T-8" 0 16" CNTR. AT 42" ;n A.F.F. 1/2 WALL ^ CAPPED 1 r UP 9 CV 4 GREAT ROOM E 9'-4" FLAT CLG. CARPET 13'-8" - 0 GG ^ � S3 1C I 2' 4'4" _0' I 2'- 4'-8" ENTIRY 9'4' trLG. A.F.F. CONCRETE INJ 6o O 0 rn 00:� .O f1- - eo g 60 0 HB pp O - i 0 N '4' 5-8" T-0" 2868 11 W,H. BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR OARAG E 9'4' FLAT CLG. r---------- I I ------ I I ■ i- LINE OF 2nd STRY. ABV. I **NOTE'* I BILK. WALLS PRE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARAGE K I TYP. @ I I S4 GARAG _ 8'xT GARAGE OOR ' 1 V-4" L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=1'-0" D1 STONE VENEER 18'-8" T.O.M. in M 00 io v =F 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) - - - - - - - - 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 �C +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 SN SHEET OH SEE SN SHEET ONOTSEE 140 MPH E: :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 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 112" 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 flr. 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-11/13-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c�a � ua o L� fLi C.a N v D ® X � C !i- d. CU Ci G �5 i CE •� A E M N N co 0 CD Y,. a STA, r E C,r fj 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. to W ciC14o E N U m m J w N J LL Q r N r tJi W N_J V W a M u_ UL rL Co Z O z _arn oho yo no o N co no ui Q WU�11Prn ¢ z rz w L<7 N Z Q �c.J 2 �n nJ M Q U cn H Z U ❑❑❑ _ W a) (D (D - N M o g z a r N M z 0 W 4-1Om ch W 2 U) O C/) w Cl rn cn v w � J E Co Op Y N OO1 ww ti o M J CV1111111 Jz w d U_ c6 E 1 E o E= V o Ott o z Z d N ze oa H Pti fB g� �o wo ?O z �w o ZO C/� C m �o ¢ o2 mo o 0 az 1Z co S•' o 1 <� Q O n z �w �0 aLL � �- sr o w� a0 EA d z�< ° ` c O y > = L fco U o m E2 M N O F_ C.0 CO 2 r N N CL E 80 o on (6 U T- N 014 H 0 LO ►--' S] M 170 L O 0 N CY) Li') CU T cU r E 1 T ! d Z Z E T `n B ai `m c m D_ o U _JQ p � JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. 3 9 U 8 Q b, 7 w z 6 z 5 g 2x STRINGERS 4 00 3 2 1 F. FL. HANDRAIL DETAIL 14' 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =14' ' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3.. FROM EA. END. SCALE: 1/4" = l'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" �c CD OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ ---------- -- \ \ 13 6 2x STRINGERS 0 00 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.Q. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20 X 38 J 181 X 37 J S.H. 14 20 X 50 J 181 X 50 S.H. 15 20X63 18JX621 S.H. 16 20 X 72 18 J X 711 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 -1 X 25 1/2 S.H. 23 37 J X 38 i 36 JZ X 37 3/4 S.H. 24 37 a X 50 s 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S. H. 26 37JX72 3671X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.M. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 621 S.H. 36 54 X 72 52 J X 71 J 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 SLOPE CEILING TO MATCH STAIR RISE F. FL. \ w \ U Z T. HAND RAIL w J U 1 TYP. STAIR SECTION_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 v� _L F. FL. lyl DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3" FROM EA.. END.c. AND HANDRAIL D E TA I L SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET 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 clear 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 % 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. M I VERIFY AC PAD LOCATION OF A/C PAD HB 19 ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. b a CONCRETE -0" 16'-8" 6-8" 3'-10" 3`-10" 2'-8" Y o 6068 SGD °' ~ ® ®TitI' 00 C O o - r22468 REF BF oo I -1 E0 &-3" 3'-2" 6_7" O OO DINING N KITCHEN W I �0 N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE Z 1 I I SINKw/ I fb D/W DISPOSAL I zo r � I L - - -J FLRG. LINE -------- - 2x8 WALL 8'-4" 6-0" T-8" o 16" CNTR. AT 42" ;o A.F.F. 1/2 WALL co CAPPED 1 r UP 2 T II 3 I Cl) GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET 00 14'4' - ' 7 co cD c° o 9 PW01 D1 10 GG TYP. r- S3 11 12 2x6 WALL LO 7'-0" 2'-8" 4'-4" o --- r` rn CO *NO UPLIFT* - - `o PWO1 FLRG. LINE_-_--_ Q 00'� N z jO r V V R D1 - --- -- - S4 . TYP. l , co ; H1 LL TILE Y FO ER I o 9'-4" FLAT CLG. b 2868 TILE 00O OJ 00 tt"• in 1 91_41� � cv Lfl T.O.M. T-4" 2'-6" M 3068 BUILDER TO PROVIDE APPLIANCE �A / PROTECTION O WHEN REQUIRED cM PER FBC 2'-0" 4'-8" 1-CAR GARAG E -1 -° 9'-4" FU T CLG. CONC RETE ENTRY 1 9'-4" CLG. A.F.F. o cv cqv CONCRETE in v O r- - - - - - - - - - ------ vo I 1 I I �� I I I I I � I I 00 °O j TYP. @ j 0 ra F2 I GARAGE I K I I - cq I S4 I N N N %6I' I''oa,-71 r±AMAt'- Mnno ® STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=1'-0" 9 c i• 2ND FLOOR PLAN -UNIT-C 1624 SCALE: A"=1'-0" IR E OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -32.2 ( +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET O SEE SN SHEET 140 MPH INNOTE. 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 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND BOND BEAM HGT. AT 10'-8" TOP AT : : • I 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 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 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.An TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C C11*4 N! W �5_ V Qr- C= N� rs.= � � + cm %3 . c � CJ M N 0 N 0 z o J��f'3ti�'S5'ti41� 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 1 (0cli E S N N L - 0 _ 7�op N # LL 0' M! tl! �rrV uJ W m v 14 � w o c J a Y Z o 'Z N ..a, o Z LL N U7 00 L Q rn rn ¢ z J Lu r, Z U G H 4, (5 N oL) oo❑ iA.,- . ' W M Z (MV M o z 00 Q Q J 13 U) N M W 0 o 4--1 � V O o V) w c c =� U o 0 0 N ti � M M J J zo W Z Z G U- CC c, E E zo o0 > N 4N oa F- 2g Qo o Q E �o ro &0 Q`; WZ wZ �r o� <o UD O M J C U .9 mo ¢ ¢z 15 o Z. Z �i >? o� LL go a z N W M dLL 001 K =1 o w1W -o MV zl< a 0 3r-... 0 co N O I-- Cfl N CO N � u r LV-0 N CN I 2 a E r 00 M m U r N LO o 04CID CD T t- t M NI- o CU :3r N z z E r E `m c ca a U � Q p � JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 4 era N c=3 ev c� a CLij � o M C*Ij N C4 sn � Ry •, u ,m M fV O N co O O a n w 4J R4 oep '1b;Yi¢3 yy? 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. .. Am milk(..� O ll� N QO e, O M O N U N � V N m ik ® ��6, (n - "L LL W LLl N O rZ Amok cc: C-5 LILci O -rdO L t0 V _ C) SE:❑ o O W o r- d m rn rn r- Z ILW to J 00 w M Z O< N U O ❑0❑ t_. Z (D MM � N M O O z z a L4r)^, a o W 4—j w � � m V � Os w g N [n C6 e— U 6 m •., w r J E m e 8 S � � 00 ai o O C-0 J W M M J w ¢ O 2 S z z Q 1, ti p w zo Z6 � E V o0 wa z© oa 00 0 CC o_ C 0� a 01 0 ra (L) z w00 z K� Cn a C S z pi .02 ti ZZ¢ m 13) R 0 Q W o C0 < n ow Z g0 az > M 1 O O� H = r3 Q � z ¢ y O 0- VM C O O U N H C.0 co r LO N u N �-- 0, N CL ,-- _ 00 U) m U N N CN I— LO co LO � � O N CU ( LO s^ ci M o c(o � r� rri Z z E r N 2 ro C cc E U a -i Q q JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=V-0" _ 0 `- i L �_ CL N f" A- ro Cd � C4 CJ .q Cy ?� a CD CU CL CU` V w m$ V � U SiA a+ m X9 L` Cfl y� �d M N O N O d' O �4. �'�`iGec:i�t5h= 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. v EE N Q O N U �Np ron p�� (� N O 0)t!j U 4k YID ® 7 to L5 (ii � MUD LL d d / V J Z s N V 0 0 r C, d W U) ¢ w LLr m Z co Z O co co z o� ❑❑❑ F ,n W Z N (h O � Z n � a cl- r M V) \ O � T1 -J U? L'J C U _ 0 L., N ram• Y �N s E g m! � �I i U o U) QjFW m ® ® N � M M y Q W Z < --I LL C C 3 C cl q ECU Z O - p >m Q ry z rp �o 00 o o _ pa ao it ao < oa �z -w a C� C m J z 3a oN m O o , a w AM son cn use T m rw op ¢ O Z z 0 g az N F i M 2 2 A 03 = O 0 .N U rn m N c H Cfl N N r N Ln LL N � '--' �-� 0' E r 60 c'Yi m U r N 2 �(N F-' co LO It C:) 0) N O Lo Cfl r cfl (--0T v w ce) � r o z z y E a U -1 Q 0 � JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 6 12 , 4.0E— f l I I FIBERGLASS J SHINGLES I - — — TTL' _r .I_. T.O.P HDR. O 00 ■ O F.FL. 16" BAl N CLG. HGT. �t o co 7FL 11 00 -- T.O. r 0 w c F.FL. T.OA v F.FL. c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 Pl FLO ����20" LOUVER r rt 0 ■■■ 0 ONE 0 ■■■ 0 milliqln, ■■■ ■■■ ■■■ ■■ 1 1 1 11 1 1 N 9„ 0 "NN KEYSTONE DETAIL SCALE: 1/2"=1'-0" SH5 �H ORS o Z MOD 25 SH M01 SH MOD 25 SH MOD 25 SH o Z T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z_ --N�------------------------------ N� — 16"BAND— c�� ---------I----------------I TEXTURED FINISH s s TEXTURED FINISH Hill N I UP �000 �o❑a 00 00 0000 ooa❑ �1�1 1:1oDo =o❑a 00 00 ❑a❑a �000 �1�1 UNIT -A 1532 UNIT-C 1624 UNIT-D 1625 UNIT-D 1625 A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 —14.0 1-11177 I INN INN U1 LIJ TGARAGE DOOR FRONT ELEVATION - STANDARD (STD 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. overing 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 SNI 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 dial. 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 twa 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 v 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 0 0 N C `�" x cu E 03 v 8 M CV O fV Co 0 �r 0 f Ir '"1 E � • t_ ��.4'e �E9 d r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within pnteseh drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W MAM a E o 8 Co N CD,�% N O T 4 C ® UiO ) J 7 O N LL Q m � C)� w a a JLL �- N Z tma oo j N O m J Q W o g r r ¢ m ��J�W Z LL co 0 Of N M Z G H U ZW o ❑o I V M •�— Z N M O O O z � N z o � c — N M z �-1 c� o 4-1 Ll] � � U m O w oUlft to w t/) U E I' C) o • rr `� t J w to M J o3 > Z a � U_ zo o0 >M <� a o E U w�Z. Z® oa F� t6 R� op U O O O CADE ¢ z 0 � Z Z t wp o WZ �w � C <o 3Q m2 o. m � Off' Nm ZF aw 02 UZ c"n T c�� - Z LOW, m< O II oii w i=3 =1 o �D >° MJ 5 c O 0 >r tv M rn CN H Cfl N T � LMn N LL a E T� 00 W in U N CV �— O Ln co co d O D Cfl rn N Q Ln CD CD T Z m T Z E T w c cu a U � Q 0 � JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 7.1 CLG. HGT. _ — — T.O.M._-- AT GAR. 8" FRIEZE — BAND r 80 'v o_ F.FL. — LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 12 4.0E— ; =i FIBERGLASS T-' --— SHINGLES — — — — — — — — — — — ---------------------------------- ----------------------------------- 0 TEXTURED 0 13 SH FINISH 13 SH 1. 0 0 00 =L. 16" BAND 1 T T,— -�-- ------- --- T.O. M ti.. `t HDR. co _ o C9 TEXTURED b FINISH 00 0 25 SH 25 SH 35 SH RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cri \), CV O � N .. C CD �cuC.� CD � WW s� i3. xi E 1 M N O GN to 0 ✓' Lj F Y 3�+}iilili� L 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. N r W -'"• r� ci �E 8 N N # rn 0 co w M a d Qaj Z V W Z rn 0 0 .c m v 0 o CO m J W UM r Q1 c°n � pj Ci a r Z o w o Z 00 ❑OD N M o g Z aaN Z O Q Q J � (Z � M V1 al(DM z c� ,, w U ,O^ v ' u S r.Ly N f� U c — N p Q N O C d m _M J w z W m E E o zo oo wz rm <� o° 1— r0 O E to � ¢ Z 00 U ° ¢ W Z ItCD 0 c m a�i J py, ho 0 Qz w �z S CO o< go oil Im $ <o G aE .. o wF �0 <17 c O 0 >� L�L f U N O CN CV N LM 04 tL r � a E r 60 CO m (� T N � � N Ln M M LA) .� 1q, O C� Q T M N CO Lf 7 r ai E E M o o T ri Z Z c I_ N c a_ U Q � JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 7.2 I 11 1 11 I 1In II 7' 1111 NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE IN= 4;12 ITCH °- 4:12 ITCH IIT12 ITCH 1 2 1 NL) a. FIRE RESISTANT PLYWOOD LOCATION, DO NOT BREACH NON -VENTED SOFFIT Attic Vdntilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reddced to 1/300 provided that at least 40% 1/150 Rule 1/300 Rule Ridge VentAmt '-01, 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off-RidgeAmt, the space to be ventilated. Upper ventilators shall be located no more than 3 feet Rii (measured vertically) below the ridge or highest point of the space, with the NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT balance of the required ventilation provided by eave or cornice vents. Total Ventilation Provided by **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ATTIC Upper (Values to be verified with Manufacturer Specifications) SPACE IN. SQ. FT. Total SQ. SQ. FT. SQ. IN. of Ventilators NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT •OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT of of vented IN. of of ventilation to SQ. IN. of SO. IN. of (See Elev) • SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. ventilation ventilation soffit ventilation vented be provided Ventilation Ventilation [ • STUCCO SOFFIT VENTS - 126 $0. IN. OF NET FREE AREA / SQ. FT. required needed required soffit by upper 1 SEEDETAIL5 D- I FOR 1 SEE DETAIL 55/D R 1 JSEE DETAIL 55/D-1 FOR] 1 SEE DETAIL 55/D-1 FOR 1 SEE DETAIL 55/D-1 FOR *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. needed ventilators _JINFORMATION IREL NFORMATION O-1 I ON FIRE ,- INFORMATION ON FIRE INFORMATION ON FIRE Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) / g = Linear Ft. of Deck -Air Needed) D1 D1 D1 D1 N = r U i- CV = T U r- N r U I- CV y T U "zr F-- E FL EL a FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4' OFF RIDGE VENT 4' OFF RIDGE VENT :12 NON -VENTED SOFFIT ON -VENTED SOFFIT 4' OFF RIDGE � 4'OFF RIDGE® 4:12VZ - - PITCH I L - - - - TBLOCKING L 55/D-1 FOR ON ON FIRE @ EAVE FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PITCH NON -VENTED SOFFIT NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12N QIT�CI 4:12 I PITCH 1 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 0A 4:12 PITCH � 4:12 1 = PITCH- C-) I a FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT I L NON -VENTED SOFFIT PROFILE OF ROOF TRUSS = BEYOND ROOF SHEATHING TYP. --_- 2x6 ®.. _ SUB -FASCIA EXTEND THE (2) LAYERS - OF 1" THICK USG GYP.- WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-Ott n, FIRE CAULK EDGES - AT EACH SIDE - DBL. 1x PT NAILER d 1/2" GYP. WB. 1 Hour Separation Wall SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 108 104 15 52 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 62 60 9 30 2 15 0.0 (Zone 5) 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 2018 Saari no Mall Rating - 2 H R. Nanbearing Wall Rating - 2 MR This design -as evoluated using a load design method other than the Limit States Design Method (a.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Mathod, such as Canada; a load restriction tactorshall be used - see Guide BXUY to BXUY1 * Indicates such products shall baarthe UL or qpL Certification Mark for ju risdict ie ns employing the UL c r cUL Certification [such as Canada), respectively. 7 t.7 I irri ,t1,1 f �7{ .3;$"nnlhd. f, #' wI t /�3 ( -'� j ]') L Li 4 horizootQi Section 1, concrate Blocks* - Variousdeslgns Classification D2 (2.hr). See Canerete Blodrs category for list of eligible manufacturers. 2, Mortar - Blocks laid in full bed of mortar, nom. 3/8.In. thick,: of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement stucco or Gypsum Plaster -Add 1/2 hr to classification if used. where combustible members are flamed in wall, plaster or stucco must he applied on the face opposite framing to achieve a max. Class cation of 1-1/2 hr. Attached to concrete blocks (Item 1), 4. Loose Masonry Fill - If all core spaces are filled •Kith loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), eater repellant vermicu rite masonry rill insulation, or silicone treated perllte loose fill insulation add 2 hr to classification. S. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "EnergyShleld Pro Alai] insulation", "EnergyShleld Pro 2 wall Insulation", EnergyShleld CGF Pro and EnergyShleld Ply Pro CARLISLE COATINGS at WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L.0 - "Enverge " CI Foil Exterior wall Insulation" and ' Enverge " CI Glass Exterior Wall Insulation' HUNTER PANELS - Types Xci-Class A, Xcl 286 RMAX OPERATING L L C - "TSX-8500", "rSX-8510", "The rmasheath -XP", "ECOMAXcl", "Thermasheath-3", "Dorasheath-3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Pius Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RT. ci Insulation 5A, Building Units - As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. RMAX OPERATING L L C - "Thermasheath-SI", "ECOBASEci", "Therma6ase-CI" * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions em ploying the UL or cU L Certification (such as Canada), respectively. Last Uodatad on 2018.04-09 7GA FILE NO. ASW 0810 PROPRIETARY* z HOUR 65 to 69 STC FIRE to GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type x gypsum panels Inserted between floor and rx', ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and - -_ - - - - - - adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of V2" PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or full sheets of 112" type X gypsum wallboard NAILS EA. END BETWEEN screw attached to the slept components. TRUSSES Sound tested with x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. - .. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3112 (Fire) PLYWOOD. BLOCK MUST BE 11-314"(Sound) "PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC........ 1" DenSGlaSSV Shaftliner Approx. Weight: 9.5 psf TO PROVIDE AS MUCH CONTACT Fire Test WHI495-1290, 11-15-K AS POSSIBLE TO UNDER SIDE ITS Design GPNVA12o,04; OF ROOF DECK. ALL JOINTS WHi 495.1295, 3-15.95; AROUND BLOCKING MUST BE WHI495-0743ao744, CAULKED WITH APPROVED FIRE 1-28a30416; ITS 3160814000-OOZ CAULKING. 8-30-06; UL R2717, 04NK03115, 8-18-04, UL Design U373 SEE PLAN _ Sound Test: RALTLIO-291,8-31-10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVI DES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD SCALE: 3/1611=V-0" c� C= C%A C2 -� � yu o L o Q ei cn � N Ls cl- tn aj - 3: M isi mm, .w cm �s C14 O N o 111 :) L'. 6 y w t' T A' t_ C, / m '_ LJ IFS f A j i I eita�lo 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 - Residentai 7th Edition Engineers signature and seal is only for the structural engineering porters of the drawing pages bearing Engineer's signature and seal. 11 t, W F a c O ° IS O N V `y Corr N t7 p 4k J 0 w (U J .5 00 0) LL to N (n ti r LL W a-nw m y 2S r Q w J 2 d Y Ur- 1 i. 111 V N LL (n z 5 J � � O Z L m V O 00 III :0, a+ J m _ A Z U O N N ce) OU ❑❑❑ Z N M O � N z o � a. N M to a � o W � � U Q) m L/1C`1 w cD _ U) Oft U m r�w w �_ W z '` U 2 Q o w J Mw _J LL Zo Zo E u wz z® od ato _ a 0¢ ao 0it �z '° < o a= W w ctp 3 a oo m� o 0 Q) CotQ J ¢w rz w gz oa z go U5 T � W LL a to W m a° �0 o w� ;a zla= �a 3 0 .N O L U tL m m N r Cot LLO N Q N T � C r 00 U E T in C) N t �- O It Ln a-- �0 M M L O 'ello � .Q CO T.-CD 0) N 00 L ) r ai t M o : r .d" z z E N Ca CU 0 U J Q J JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 8 In c u SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: X"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 * 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED wl SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w'/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L 1480 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 WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS WO INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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. (SQ FEET) W 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 1 -60.99 1 -60.99 -60.99 -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: 3/16" EXP. 1 (24/6) or 1%32" EXP. 1 (3316) TILE: 1%32"EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:121-[12:12] + N CM CD �LAJ ME ' � c a » &I � k ro �a M CV 0 N o 0 a�. to 10 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. L, H o MEE000 o c J y NO aiMa w a L -u /IAGMQnn _ LL 0 c Z z o o � "" o .0 (D m W 4 111 Og�p, a Z r o o W _ < z C ❑❑❑ n W N O O O ¢¢N O n < v � ' ^ V f M r� V O i z; Lij 0 V) w LS7 J 8 0 d 00 N O w CIO cMi J z ` � z u- M_ ® U zo o� >m z©o t� 0 o E GO �< 2 S, ,M :Eli Q w� W Z n 0, ]) .0 ¢ 1Z 2Z z p s<s° 1i aZ m Q K aW =r - ig 0� E a� ° =o 0 .L > N L O F-- Cfl C�j M CO � r 04 n N CL 60 � co co N I-- Q LO It C:)Cn 0) C� T N tD Lo r ui M z ra C r Z E T— m a E v < o JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. 9 SYMMETRICAL � IUNIT-A 1532 IUNIT-C 1624 JUNIT-D 1625 I NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN SCALE: Y4'=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 1 Od x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1Odx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Cd x 1 1/2" SP1 555 535 10- 10d SPT22 735 8 - 1Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12.1Od x 1 1/2" 1 HHCP2 1 680 570 1 (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. REVISED 12-02-20 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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WBB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1102xCONTLEDG INTERSECTIONS. SPLICINGTO 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. LL- ER c(D o cCN o LO C:) 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<_ 25 ftWIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF)WIND AREA (+) VALUE DENOTES PRESSUREHIP ROOF >20 TO 45 DEG. (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 10GABLE -38.22 -38.22 -60.99 -60.99 -60.99ROOF 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: 7/6" EXP. 1 (24/16) or T32 EXP. 1 (3�6) TILE: T32' EXP. 1 (3�s)NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] DROP HIP DETAIL 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WBB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1102xCONTLEDG INTERSECTIONS. SPLICINGTO 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. LL- ER c(D o cCN o LO C:) 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<_ 25 ftWIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF)WIND AREA (+) VALUE DENOTES PRESSUREHIP ROOF >20 TO 45 DEG. (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 10GABLE -38.22 -38.22 -60.99 -60.99 -60.99ROOF 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: 7/6" EXP. 1 (24/16) or T32 EXP. 1 (3�6) TILE: T32' EXP. 1 (3�s)NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N :+ w to a - � N � ca � M N O (14 1. �r z- „ •,,'•, Vim` 04 ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 'r ... W � E S N So U p � r a IN � 10 O •� � W a,,5. ) LL �M 0� D_ LL M J j- J_ U Z 13 .c 08 O 0 N(O m ui Q � W �gmrn d � Z o 0-o w Z 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 singe 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Fff 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 j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER _Gl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN E39 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r I i11BOXHANSON I I LAV 3" VTR AIL I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV 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 10 KW at 100% 1000 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 Same As Underground 150 Or 200 Amp Service a Power Co. Feed NEMA 3R 200A Indoor Panel Center NEMA1 200 AM P N P /— Cable #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. O ------------------------- OUTDOOR LIVING INSTALL LIGHT �� fib ROUGH -IN FOR OPT. / FAN/LIGHT i GFI (U) (U)GFI ----- --- Him I DINING KITCHEN 1 F_-_, i GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT. fi-�FAN/LIGHT 1 r� � I I 1 / FOYER I I I DB ENtRY WPO— LIGHT AS O GFI DB & GFI TO PEAR SPECS ----------- BE ALIGNED / VERTICALLY C.M 1 UPSTAIRS t GFI ` \ @ 44" W.H. A.F.F. ' \ O I \ 1 GARAGE I I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r-------- - I ------- I I I J �W I I I Jz F d I I �a I I Na I I W I >W I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 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. F— — — — — — � 2ND ELECTRICAL — UNIT —A 1532 SCALE: Y4"=1'-0" r� CD 0 C3 a 9 iiJ >-- a � � � � o 0 0� E CD �a M N 0 N 0 Zr 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. F` N W a E � o W N rnr r— LL W - tii 4 N6 c`') V LLl t1 Lu C J d Y &J Z LL LL Z oo ono �Mo C � m Lu to�°,rn ¢ W Z ILW NZ Z (1)Z G U H o 0 o F" M � N ch 0 � O o � � N J o- V) v0 2 4_, w M O Ln �V) —� o CD w c 8 l N O� Q M J Z W Z ti £@2 m E p V Zo g oZ wi >m Z� za ❑a H n7 �� w� 00 o E ro ¢ � <� &< a wz <3w co c C Z U O U o° Z Q W r ¢ Z go man mom T C) > LL aZ W Z < U ,o O a) >� LL 1� rn m N F- CS7 CV N N N LL T— �..� Cr U �- E r 00 W m U T N N I— O 1-1 LO (0 � O O Cfl T a) N Lin r M o m r v; Z E r ili a U _j Q 0 JOB NO: 23-03667-03672 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 corner counters. ELECTRICAL KEY FET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I-.'r-1h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) k[e]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) T�2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I jI HANSON BOX I I ____ I I ti W/C LAV -1 1 3" SHOWER 3" VTR JIL I I I I I I OPT. �I LAV LI JAV I I L TUB/ W/C SHOWER STUDOR R. VENTQ I , DBLSINK t TI W/ DISP. LAV I W/C PLUMBING RISER SCALE: NITS 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 0 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 Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP 313 Cable #4 Solid COPPER Ground 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. C.O. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT FI i `� �' GP All (fl) (U)GFI L� 1 DINING KITCHEN 1 /-- F---� - --- --- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ `!��, `FOR OPT. FAN/LIGHT' r� � r � r 1 / E: DB & GFI TO BE ALIGNED VERTICALLY I I I I I rq-L—j DISCONNECT ►FN$DEDICATED RECEPTACLE FOR WN, —► iMICROWAVE •10A 0'R� RANGE t PER ►W A 00" UPSTAIRS F a GFI @ 44" ` \ W.H. A.F.F. ' ` 0 r I GARAGE I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I UJ I I 10 Z I IQ d I I0 Q I I� U I I � U I I IUJIJ W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL — UNIT—C 1624 SCALE: X"=V-0" 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. I 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y"=V-0" C%j C%A .®. dLU 7 W O t C7 _ R f_..) Q s b c X N C U- a o a - % a, o Cj CU xu . 15 7 ev �.�a,ev t .M C= M 0 CV o o 7 "0' dr , 4' � 0 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. O E c C,4 CD N M N p C1 J - to Jnr Q Qj co V w a d Z 'S 0 Z� r @ v 0 0 j r_o (Q � U0 coJ m Z O 0 W h Z U U) H N O U ❑❑❑ Z _._ W fAiiiiiiiiiiiiiiiih z N o z o z d J r M Nn' W ��r+, (D O a--J t'6 C) � m U O V) w g C�5 w ws v sLU e V =O y cC/) Q 'N 0 O' ti CO M M J ¢ 0 W Z Z G � LL Q E v zo W O z Z o Z oa d < w O 0, W _� c c m J < o O0< U `gym mo oa Z aw C } ¢ o g Z Z U.) M o try a Z =F o w< ;o M A " F v 3 0 O ;n >r U .- CU N 0 F� CO CIO co r N N a �. 6i E 60 n U r N ate-+ It F— 0 LO S] M Lfi .� CO It CD 0 Cn � Q T M N I ai ro w I CO M T o Z :3 E r `m c a E U � Q p JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 11.2 '00 CM 9 O - yU) C- �3 .O tj C.,i tU G HA O M N O N 1 Q0 CD 0 Ni ,� '>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 Engineers signature and seal. - Q 0 V E S N O C (4VJ7 M N O N � r� J 0 J 7 � in LL LL Q 113 cN'� 'ct 'o LL d 4LU W. m u- u" o z O Z — ono M@(-C 'ZZ c r vGo q5 W z IL W C) � C J r- Z O � O w LO MZ Z N UCH < OU ❑❑❑ W V M � N M O � QN p Q Q d � N M I ^ v I MLU w 0 �N LLA o wrtn LU F-- E ti � M M � w ¢ W W 2 LL to ? 0 E U zo of w yN z® pa N H (6 �o =o O O co O �a CIi L= m Q1 < s ,n O m o Z z Q w to o� z 50 a CD m ? F- F h o wF 0 �o 0 03 c O 0 >r ~CU U N cD H CD c� (6 N � r N LMc� N LL N T a l� 00 U) m v cv Ir -- *-+ a,., N CSj 0 LID M LID ZD T N C.0 LS') r ui m T— M .. z z E r E ui a- 0 -j a Q p ,a JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. 12 U 0 0 O, O v'v ,vv•a, ,vya< 8F8-18/1T 8F8---�0B�J/1T O�J dvv, v O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T dO v dv v � v O D vv v 8FB/1 16-OT 0 U OO O O O 8F20-1B/1T 8F20-0B/1T O 0 < �10:_< O<Av<�A TYPE DESIGNATION #SREBAR ATTOP F = FILLED WITH IN. (1) REQ'D GROUT / U = UNFILLED 112" a ° R = RECESSED CLEAR QTY. OF #5 0 REBAR @ BOTTOM ° OF LINTEL CAVITY 8F16- B/1T H Q J ° 80 �E� z ° ° GROUT tNOMINAL. QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS Ic precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ +haximum 3/8" aggregate and 8" to 11" slump. Eoncrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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'D 1.1/2" CLEAR J w \\� H C.M.U. So U U) xOWw wL0? oU)4J rr L_1 u 0 o w #5 REBAR AT BOTTOM Q O xQ MIN. (1) REQ'D 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications — y •a o 8RF6-OB/1T •o • av .•O.v. • O O O, 8F20-1 B-2T O O O O 8F24-1B/1T 8F24-0B/1T 0 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 10 10 IN 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" IN SYMMETRICAL (�)MIN. OMIN, OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL �r CM 9 Lu CM N � CV CU � i3 C::C E �21 Q M CV O N Co 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r ^ 5 _ W E S V N N CA � 9k W 0 =�-LL to J) '- IJi w 2 y Q N O 0 w aj M V w 4 a6; co LL LL 4 Z J 0M r A' Lu 0< W W o° c?.JKz LLmZ oxOw U ZN ❑m O ❑❑aoH U Z W allillillim N Mp O O z N z o � d rs - N M GA cn O V) ij o w to C) LU E N O I l� u O N C d O Q N 0 Jw co M M Z C o F. Z Q crr E =o oo �ty a� E= UU oa Fc6 r6� �` -o o� O co a O <Z 0 Z wz cn � aZ oo mo Z DO li QZ gzo g � � M °off w ao aZ w = all Z = H M v zl¢ ov 3 c O 0 rn m CN H G'VCo� T LO � N '� N C �.� 60 U (1) m E U T N CN O Lc� M LO I'llO M ,6 r 0) N - Ln r ai M o r z z E r a m d o U J Q J JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. L 1 3 M v _ v- 0 -a Cn N I O N O J Ln C] 0 I co LO 0 I rh i v v Cr 0 -0 cV CV -0 r o 0 I r` 0 co 0 I r7 v v- 0 Q m c IU-- r•7 cV 0 i v o_ E aNi E 0 `v c c 0 0 J a> L� M 0 0 ai v 0 0 a. to 0 cn v 0 177 Ld W 0 m -v 0 v In 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 ± 2 INCHES (914 ± 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6FFMS 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 TR11-14. 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: 1,111. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2, ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2, UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2, 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6, SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'$ ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2,33. 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4, 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1„ GROUT FILLED MASONRY: �4" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CR TEREAN 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 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 56 + 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 MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +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 1 7/16" STRUCTURAL 1, SHEATHING 1 32"USED IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D F IN SUCH 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 SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE 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- 718" 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 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 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1Y8 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: ASTMA500,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 / ACCESSORIES SHALL CONFORM T0: Fy= ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. 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 ET HALL BE F A TOLERANCE THAT AN E COVERED C, S O C A C B 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'T 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 MICROLAM 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BYASTM 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 318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore extenor soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any sail disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. cws 0 ar -U C w � � tin � t � c•�•s E +� H C�_ � g .en Q fl1 T.4 cb a� W � C W - E o o a, CZ v . W Ta c � 2 M N 0 CV o 0 o 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. s p z W p pEo S N N CO �p ik 3 W to W LL tj n LL w N O a. W 'M d w a YUj d N W - Y$jf Z @ W Z o o o w Z u7 M Z U F N DO❑ W M � N M o Q o a d � N W M `o 4 v� O �V) �, o _ in (� YF. s- U 6 c L U 1 =® _ �ID N M o C M M J J p f w z Z Q LL C E E zo oo >N � H rod �o o L &a az w o o1<Z � W ¢z Z VJ c O m � 0 OU << `"m ° o ;E ''<w C) C!� < 2 ¢ �Z Z 50 1)man 0 Ems y, 3 o ao m w w =� o wa � o v 5 03 c C:)0 .N >� _ (D cU cc N cD F- CO cN N LO Q N i C U E r 00 U) m V T- N �- O LO M co III d- CD CP < r 0') N L O ai E 2 M o Z to T Eto E `m d U � Q p JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. ------------ J— `v 0 LO 0 N I O O CV J r- LO 0 0 CV I w CD 0 0 I r� v v a- 0 cV C1t J rl- cN 0 t` PM 0 I N 2 v v a- cn 0 eT c Y N i v a E E a `v c J E 0 v U J W Li M O v 0 a ti. M 0 ca v 0 c� w 0 M m v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. 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! 1 HOME H C G GARAGE SIDE O O O 5'-0" ¢ - c� STUB -OUT FOR 1'-0" 0 9 10 GAS METER O V ' N z • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 V-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. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSI LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3!4" wood panel 902.0 2 x — lumber Double 2 x _ lumber 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 code for appropriate 1/16 JL 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 Boise Joist Blocking I. Ise 3" (10d1 nails at 6" n r. Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch 711 or drill flanges FILL CELL STD. 90° HOOK BOND BEAM cn w STD. 90° CONT. #5 BAR > HOOK BAR CONT. IOM )UNDATION HIGHEST )ND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI ��—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION ct INT. BRG. WALL N.T.S. 1/8" min. 2" max } Small gap 2" min. 4 max. V Clinch nails when possible l Tight fit 7� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth End Intermediate ® BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer 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.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. BE CUT ANYWHERE IN I 16„^ A %" ROUND HOLE MAY CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Y2" ROUNDIN CANTILEVERS. ,,,, N... - `� . :. s fin. �_.. •r � - 8 1'-9' V-1„ 1' 2' 1' 2„ 1, 3` 11-3' 1'-7" T-11" 24' 2'-9' 3 ' 3-7' 12 T-a' 1 " 1' 2` 1' 2 . T ' T-9' 2-4" 2-11 " 37' 4-2' 4-9' 5 4' Any 16' joist Win T - -- 1 fir 1-0" 1- I,. 1 2. 1 2 . 1. 7' 2'-6' 3-2" 3-10" *9' S' 7" &4' 7 2" 20 T-0'` 1'_1,4 1' Z, 1' 2. 2'-0'" 3—U. 4-9' 4'-10" S'-11°" 6-11" 7'-11" $'-11'. _ _ 24 T-9- V-1,. T 2" T-3" 2-S' 3' 7" 4-9' 9-10" 7 2, 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. 1Y2" 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements '� 0.6 X Joist " adepthh i \I I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) - NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.C. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR °. ° . • • FOUNDATION INFO Q d. d ° STEM FOUNDATION r GRADE r REINF. SEE PLAN i-Vkl k1nHoc 4 t1vu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �'® — LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE tl d d r od: SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE d/ da G 4Wa Va dLU 9 I L1 o � o := ea Ca �_=M in C=0 z as E c y � E- _IN M r3 M CV 0 CV co 0 ^ r -� c,,.. ,fit fit u ti i i S 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. / 8E S N r O N O •� W fin # LL lL N U2 m"L a LL i a �22SS _ LL 55 Z J 2 p f6cNo ono E No N cc m W O to C rn ¢ z W Z o X o w Z 0 M U 00 F= o � o00 W `D M � N M 0 0 z v r to M z a � (D � o 4-1 (6 w m ° U 0 w o �N 7 I LU J £ 8 =O y Of0 ° °' N m o W M J Z ¢ Z Z U_ ca E no <i b ❑a F� 1C3 — ? o 60 E C , ao 0, Mz <o �J <o Cf.) M 4 mo 0, m om <z � 3 G W' 8< Z �° C. az W m Q O �Z F - S3 H cri a F O O >r U CIO 2 ca CV � ^W+ L CV co L r N r N Q N N Cr r U E r 60 � —�° co U N 1--i r LO f=— O �- °Q (.0 M lin 0 M co < r r.0 T— E cD M 0: T� iri Z Z E T �' E ai � a U -1 Q 0 � JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. SN 1 v O Q LO N I 0 CD CV J r- L0 0 0 I cV 00 L0 0 0 I M i F- v v-, 0 Q co 9 0 rto co 0 I M i PS v ') 0 i v� 0/ v CL FE 0 W 0 L 0 J 0 9 v M cV 0 v 0 0 a �O v a v W 0 m v Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 I I I I 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 e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR /8 GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ S.P.F. DOUBLE TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1Y-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" R302.11 -FOR UNDERLAYMENT INDICATED ON THE PLAN. ATTACH ALT: 1/2"x12" TITEN HD 24" ` ) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN.) @GARAGE SIDE IF ( @ ( z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR -PRE ENGINEERED WOOD APPLICABLE. d 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E _ 5/$ x 10 J BOLT 24 O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10) 10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE - MOISTURE BARRIER O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° °. A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1,4 ATTACHMENTS �2„ ��� 6 x 6 W1.4 x W1.4 -SHINGLE ROOF, SHINGLES TO a ° _ _ _ WWF OR FIBERMESH / WWF OR FIBERMESH II�--III-" -31/2" MIN. 31/2" MIN.BE IN ACCORDANCE W/ ASTM .- „ D7158-CLASS G or H, or ASTM T� I 1 ; • D3161-CLASS F, IN ACCORDANCE w/ TABLE I=�= =I 11=1 I =1 I I=1 I I—I1=1 I=1I1= —`=-(1 I T�I I I 11=1 1 Tl I lei T R905.2.6.1, FLORIDA BUILDING I -1 II_I„ ITI� I II Ir�� LI CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2xSUB FASCIA -SEE STRUCTURAL 2 SOFFIT SHEET SS 8"&'X16" KNOCK -OUT LOAD BEARING OR BLOCK W/ 1#5 CONT. EXTERIOR WALL FILLED SOLID W/GROUT -8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. TYPE "S" MORTAR (IF NO UP LIFT ON -ARCHITECTURAL WALL SEE GG/S3) FINISH *SIMPSON SP1 w/ (10) 10d NAILS TYP. 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD *L 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 ro AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W NOTE:EXTEND TIBERMES WWF OR 'FIBERMESH" _� DECO FINISH 4" to 6" BELOW GRADE c E - ' CV ' °p - z 00 D W 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED TO 95%- MODIFIED PROCTOR -I I 11 I 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 ("A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB PAVERS-N MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x4 CONT. A.F.F. p ° ° -�-►=- I ° ' ° "TTl _ —I I I�I-1T� 3112 (min. - 4 ��l �q T I I I I ITI 11= 31/2 (min.)GARAGE DEPTH VARIES 312"(min.)- 4" 1 1 I=T - -� II 31/2 ( II - _ _ _ I� —111=1 I I I I=11 I fil I I I I I'' - =T III I Tf=1 I=1I I- I ITI=1 I I I'' T— -11 r,1Tf—,,l l ll l ,;III-'— - TTI III I,;,I I ; IT(—' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4" N. GG GARAGE SLAB AT STEP rB'� TYPICAL BEARING WALL STEP MI SHEARWALLrc TYPICAL BEARING WALL STEPrc C S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL T0 C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 4 ' �r GRADE 00 - - - a • _ - _ - (1) #5 REBAR w/ OPT. T=1 _-�111=) L= I I= 1=11[= 1=SCrRE�N _ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" 13" O.H.D. RECESS d Z O.H.D. RECESS 41 `4-� I1;d; RT1 tr4' '" _ —I I a .�+ .�: ��': 1111111' •'ill I •�.' :. III SEE A/S3 OR J/S6'I! I I I! �11 1I 191. , I I, I IIiI= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 III I I ICI I I I I I I II r FOR REINF. INFO. 3" MIN. CLEARANCE V-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 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. G0N' 0 10 SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) tf/LAYERS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY° FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 W/ TOTAL THICKNESS 7/8" OVER xN%M 's / 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH , WEEP SCREED INSTALLED BAR —� .E PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE ° . D N �-- �--- A '- o D co — — — a \ D. FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN, LAP] 6 MIL VAPOR BARRIER - I ° ° 1 =I 1= O° = T - I �, R 1 7/8" T 1111 D : �-•-I �I�III i II I 11 T 45 REINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I I -• ° "'- 95% MODIFIED PROCTOR ASTMI—III—T- D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB �0•_01 J CONT. BEAD SEALA� q a a' •. e Q INTERIOR d. a -3d r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE E_ _ - - `�' II=III= co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 9 E 6x6W1.4xW1.4 % ' r WWF OR FIBERMESH--I� M K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE 0 D U U) g I—III=III—III � " . l 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N,T.S, S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR " x TOP OF BEAM - &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO (2) #5 CONT. =11 ON 3" CHAIRS (TYP.) 8" V-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 WWF OR FIBERMESH ; .E 4 III III=III—III—' r TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 i i /<1 ncl+COo cllr'h VARIES G — G IAN A — IAN A . , ill • III= P LaTE 2x4 #2 SYP P.T. FRAMING w/ 7i,6 MIN 7/16" O.S.B. SHEATHING fi " 8" S. SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 COLUMNLOCATION § SEE TYP. WALL SECTION FOR ADDITIONAL 6Q w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE I COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ETRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD 9,%. z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. w SIZE VARIES PER PLAN Cl, j w/ MIN. (2) #5 VERTICALS ? GRADE w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0LU • o w z= = w U)�aw� z IL BRICK PAVERS or SLAB PER 00 "' _ • • • • z a COMMUNITY SPECS " � 0'-0" FIN. FLR. w --- - - --- FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE :.•'� '.y ;� ', SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ,•. CONC. PAD INFO. ' SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = V-0" SCALE: N.T.S. S3 ter' C= coal c� v Qn = MQ LA.. , gy .T E r M O N 0 o E� r' t _ 7 F F1: C) F= �t�;rdtl¢8�:31a 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. W v E10 C11 0 M °� N (N t ' a) K% J 0 Cp N i} � 0 LL N v) ° a Q MLL wa t7 z5o Z o � m v o;D 13 � o Co Lij W °°�d�'°' c/J r z _ o x aILZ � N z < ow VZ O U ❑❑❑ M z N M o z Q Q E3 N M Ln z 0 a--J U O L.0 o N � w U) U� zed'•• E _..> = L C) o N c 63 ®® <C Y o w C1-1 J o� m z z � c E Q CT3 �o oo z <R o a � �o q E O o¢ �Z (a 0 wora �w z¢ '0 6 = 2 U O H z < 15 � w 2z 51; man T O� aZ N W o j O >� c v 2 z zI < o O Cn CD >� T 7 U co Ca -� NC'j ^� i N CO LMn N N a E r 00 m U N i--- O Ln M M LO CV p rn N M QCU c6 T- � ,- N C7 o Z T— c`o E 43 U c IL Q p -j JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 v 0 0 LO 0 0 I 0 0 N J LO 0 0 I CV L0 0 O I M i O v- 0 N I CV CV J M 0 CID CD C) 0 I N / L v a 0 / L H N 0 i v a 0 O c J 0 0 U J a� 17 M 0 D 0 0 a O v v ct LH 0 m v \`(TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (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 TOEEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 WALL IS 1 112 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE N.T.S. SL� SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +� STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1Old NAILS AT EACH STUD _X 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. 90" 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 Lf BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a d 8„ STD. 90°HOOK $" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (13 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J r W MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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— j: 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. 2=a d d 8 a a 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" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- Tom/ 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" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (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 S4 • INTERIOR HEADER: (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. OD SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/34 FNfNG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 10 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T )LU O/C FIELD ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • LMAIN O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A153 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50 6 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED ' N • 10d @ 8" O/C O� ' ATTACH ALL J �J EXTERIOR STUDS W/ (4) 16d TOENAILS TON 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. �+^ F= 2240 LBS J'+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE % 2X BLOCKING i I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTITOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.Q. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. `MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 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 S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. u Cm C_.� C., On 9 x JL x CI-4 �dy w 12 M O CV CD 0 :3tFiS�d,B'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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 00 N U N n N C7 p ik SOS J .a) � w N a CO vv d a a Y jU_ Z Z o L my O o ib jf6 N (p m J Q W o C rn ¢ m W Ti o al o w N Cl)Z Z OU ❑❑❑ W V M � N M o g � o � J r M v o O C) L o Mm �( f- U 6 U r~ N 0 ti 0 w C! M J m O z z Q wo N >� <� 4 o E V oLL wz ze �- � � . oa O E �0 �U &Q �a0 o M c ¢o �< m� o° p U N Z m m Q W c4i O z no C/J �< az T =LL �w w CIS o w� >� 0. zl¢ 3 0 O >� U TU co N � � H CD (10 r LON LL N N D_ 00 m E o ,- N +_-j � N F— O � LO +_ M CIO LO CV p O co Cfl LO T E E M m � T iri Z Z E r 0 Co c E o v 0) o- U .° Q Q JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. S4 Cn 3 v 0 0 a O N I 0 0 N 0 J LO CD O O I N L0 0 0 I rn i `v 0 0 _n J to to CD 0 I r w I`M 0 I N L v Q- 0 0 a N 0 i n. E H N N v` c c J 0 v 0 w [Z N 0 ai v 0 a M 0 cD v 0 w 0 z m -o v N SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS - 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS, (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/85 MAX 9" UNSUPPORTED, w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL ' 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 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)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR 2ND d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d 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 OS OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD IL INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS} NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM z' RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) itS< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE iy �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF 1/x . �� W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS �� AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2 x6 P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, " " FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1/2 x 8' J' BOLT @ 48 O C 2x4 T ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I BLOCKING, FASTEN WITH ; MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, 3" 4" FA TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C, MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odxl 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. Srj 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 r r X-BRACING, AND TOP r CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � Co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES � Co 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF01 EACH JOINT w/ (3) BOTT. CHORD FOR 4 /� 10d & (2) 10d TOE TRUSS SPANS `7L I>tt' NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT 2 4 LAMINATIONS W/ 1 ROW (2) x NS O 3 2 x 4 LAMINATIONS W/ 1 ROW O O x INAT N W/ 2 ROWS OF (3) 2 6 LAM NATIONS O 0 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2) OR EQUAL (D = 0.207 , L = 4 1/2) 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 114" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CON N. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ---- -.,, ,.,,., .,.,,,� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 1Odx0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C x @ SIMPSON SP2 w/ (12) 10d 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, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS . SECTIONr9 SCALE: N.T.S. S5 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 IN "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM1OKTAw/(4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w �BRACINGW/(3)i0dx3"AT •\- EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - S-0" 3'-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 10dx3" 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.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION LE TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(s55 SCALE: N.T.S. 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T,S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS .�n�TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LUU'� C=1 W 0 v o O , - W O m O 'v o LU o 5 ¢ ----o r i d LU NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r•a cea c2 0 o ®"' r� o v ® C! M Vf tM C14 SEA-« ":R: ,. x- M 0 N 0 v _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 Enginee s signature and seal. W 4 d N N O 8 N W V O N v J 00N CO N LL u® •. m (- '- J r O M u. W.. d 4 c J U_ a 4 �� o 7' W0, co N V cY Cc,0v (b M y m H m Z IL cc d o w v N coZ U fq F- 113 a O U ❑❑❑ „ e W Z N M o� z Q � � M V) QX i7 `o IL 4-1 C2 S � O— „t S 4j" N w i,S i;l r' C_i d L.t-lJ R N E -? L o N c* rn d & AMAr� a M J JZ W Q E Ear 1. oo _ >� Qo t— n7 00 o o E "so ' oo Oz �Z �w IIIL err m J w as = o6z n m� 0� aw g7M 3 <� s< zZ Z <-o ?�0 a FL, az o J Y wa �Iff ;o 0� c O 0 N > U CN T_ L_ I- Cfl Mn N 2 r N u- tV r 6 CL r. 00 m U N �`-'.+ F— O C r N 0) N O LLC) M o Z ca z c j E T N c cc d U Q 0 JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. S5 3 -a v v >s N 0 a L0 O 0 cV I 0 0 N J 0 0 I 00 La 0 0 I Ih FS- v 0 cNly N N J 0 to r` ca I") 0 I i v o- O rn c 0` IM N i v E 0 co O E O S `v c c J 0 0 U 9 a) r N C) C.4 �h 45 0 v 0 O a 0 co ci 0 0 w 0 Q m a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS - TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN = 0 a;4 1/2" HIGH STRENGTH OR 518" 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL I c E N M T-� 6x6 W1AXW1.4� WWF OR FIBERM UNDERLAYMENT _/fFOR REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn FOR MORE INFO w g z 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Jw LAYER 1/8" THICK. �w —INSULATION PER CHART ON FLOOR PLAN B R -� S6 S6 ETALSEAT OR FELT ] PAPER FOR _ V MOISTURE JBARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co g) v 4N4"INSPECTION PORT AT a EACH FILL CELL TYPICAL w � 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR . °"• a '-a a d a FINISH GRADE 00 —�T1-1T1*TIT I I =1TI=1TI=1�=1 1 4 I I 1=1TI-1 11=1 11= a 111=f f1=1T 'H fl 1—I I-1 IT—(TI I a 1�—TITI�—I_TI= 11 I�I 1I- d A 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 4'40 6" BELOW GRADE iI I „I —STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03,16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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 WALL----, BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"' NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1— " — 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 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 I @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-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. SPACER BLOCKS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O RIBBONS DETAIL (FLOOR TRUSS)('­O� SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ 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 d 4 de_='" III;,II�Ir�IllllilllV, =1�1llllll�lll , (3) #5 CONT. ON 3" 8" fl 1'_8" 11 8' CHAIR W/ 3" MIN. FCLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32"OSB 71 I� EXPOSURE 1 I x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D w ❑ SECTION X-X IF I II NOT FULL N_i HEIGHT SHEET C I II ❑ o Z II III JI _ IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I SB � T II II EXPOSUREI I_ EXPO UR F SHEATHING w IIII II SOLID 2x n IIIQ III II II I I I BLOCKINGSHEATHING � ALL o co EDGES (SEE IIIOPENING SECTION X-X Lij a. III Q III x;jLII XW II IIF qFx E _ 2x STUDS w III 117 III II II I► BEYOND. SEE PLAN o III I I I II I II I II II I I O N II Ll—LJL 1-1—II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S" = NAIL 3/8" SPACING c 3/4" S 1!2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Tom/ sFF 00 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.) �F1ixR/OR 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN U) z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" Q.C. w/ 8d COMMON NAIL z LLz @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ w/ 8d COMMON NAIL J o If1- O x O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J } Q O 6 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. H ' m' � 0' u- z @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL � 2 N tilw 0 O MEMBER IF GABLE END U " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4 1 1� STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 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)10d 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 °d . e. a• is M I I( Id. . e a t -I I I- I -I I I 9 a. -1 �_� I I Q (3) # 5 REBAR ON 3" CHAIR 4 1 III V-8I W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' 1 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 a*�s C= c _o a u� c cV m u Ct N CCi �y a- Vi C "'ie CD E s E !v 0 CV 0 0 aNa%FaBieC���i� 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 coU N v N m o" Co O Ql 'Cl LL J •� co N V' ' �mv� `' M d a * a; W a m LL LL 3 0 U z Z �'00 10 Ca ��$ 0 ro �' 7@ N O m J Q W O 2 r- rn ¢ m W 00 J K z �o crow Z M Z U V H N z OU ❑❑❑ Z W LJ MM co N z co o g z m ems[ a Q n U) M to z v U o M U, O w o I � 4� I U a ry U) Q o �� o W 1% M J Z ¢ Z Z Q r.,_ E z o - a p E U o, z " oa I`6 to — no o o '.3E �� o °¢ �g wz ok; �Z O C— ¢o Y m� Z, m J �o <<z 1 c 3 o� 0 �z z g n LL az Z o Q� 'z =� wF ao v 0. o c O O y >� U Co E2 mN�. —'� 0 F- T_ L_ C.0 N r �Mn ILLN N r CL C T 60 E cn m r N 0LO CD (.01 m N LO CU r' 1 r— N E 1co O r ,; z z E T a E a 0 ¢ o JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. S6 (MONO) cn 0 Or 0 LO 0 N 1 O 0 CV J L0 0 0 I CN 00 L0 0 O I M F— C7 C a N 0 NLfl `i N CV J co r7 0 r- co cD M O I N v v v- cn r..ii c M CV 0 v d E N N E 0 S 0 O c c J C 0 v U J a2 T7 N 0 ai 0 0 r14 0 0 a' v 0 LaJ M m S 0 SCALE: 3' = 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 GLUT NAILED MATCH NOS OTHER l \ 6,, V V/iL L J-A ALIGN THIS STUD WITH FACE OF 2ND RISER / fI�T \\ / SYP CUT TO FIT 1 ' %RS IN WALL I 2x12 SYP BEARS IN WALL I I —2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER 7FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 1 )d x 1 1/2"NAI / (I EW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND z" 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 2x4 BLOCKING FOR 2x12 �� I 2x4 PT UNDER 2x12 1 ROVIDE MOISTURE ' \ PROTECTION LIATTACH ALL COMPONENTS / STAIR TO CONC. W/a' XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER I 1x4 GLUED AND NAILED TO STRINGER \� 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 1 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON14)1Odx 1 1/2" MTS12 w/ D NAILED TO FLOOR WITH GLUE NAILS STRINGER CONTACT POINTS ) SECTION VIEW "D" SCALE: 1" = T-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING ITr- x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = T-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING / 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD i -- GLUED GLUED AND AND NAILED NAILED----\ I � i ' 2x I DRAFTS P I 2x4 PT NOTCHED INTO ` 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE—' AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT POINTS \ E 1x4 GLUED AND NAILED TO STRINGER POINTS B FOR DRYWALL SPACING --^� H SECTION VIEW _ SCALE: 2' = 1'-0" 0 z H r 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) W A C / `7'2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS \ L1x4/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING --H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2' = 1'-0" Wk F F 2x4 STC 2x4 NOTE: 2x8 \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT \ / V I I STRINGER \ / OPTION: 2X4 CUT ON (2) LAYER 4' EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND s NAILED TO SUPPORT OR 1 a'X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 7' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW L POST LET INTO ,LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES JOINT -TO )ISTS) H� 2X STRINAR 2X BLOCKING PSON MTS12 w/ I 10d x 1 1/2"NAILS 3 D OR JL2XBLOCKING 3F�D RISt,13 / VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" 1 I, C1 'Uj O = n r Ci CL Cv V N1 co ,< `� , NC14 � N � 2 y oCJ cc C; `a .' ua G L� (J CM CV 0 N co 0 o gp'�$o.P16a1:3�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 Engineers signature and seal. W �E aCD m j cov N CV N 01 +2 # rn 0' 7)U') N cnr,-ILL w w M V Aj liJ Q J tL Y Cj J u Z o Z O Om O in W �p�aKwN �ZdO=coU N OEl El W z N C7 O z Q rZ � M J V'`• a- LU C1 � U O W a U LU J } $t S L ) N Q N m00- O o � M z ¢ z Z LL � CL o E UCU w o z -0 o wz > u Zo oa M 20 U8 a E o 4 o oz co' � �S wz �J COc ¢o = pU m 2 o, ZF m J z Nm <'w 6 Fa omQ g Z ez m a z a < w =3 i- o I� v w 0I i° 0 3 c O O >� U m �--. N � ^w+ Lco CO N T N � N r Q r 60 Ec � m V T� N LO o r—' - M co LO o Cn It a) N LO SA G CD r M Z m �— z E m IL E U -j Q p _ JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. Cn 3 z� v v >S 0 a LO 0 I O N 0 J LO 0 I CV 00 LO O 0 I M/ `v v- 0 a cn CV N J CD CD 0 I r en Ca rh 0 I N C1 Cr C 0 .a Q N 0 N v a E 1.2 0 E 0 v i 0 v U M 0 co v 0 0 a r- 0 to 45 v 0 W 0 z Q m -v v v cn DOOR JAMB (REFTO PRODUCT ER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr2X8 41/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL OR CON APPROVAL FOR CONN. APPROVAL FOR CONN, 1 X 4 ,,' 1x4 P.T. 1x4 FURRING 3/16 0 X 3 LONG 2 ROWS 3/16" x 3-1/23-1/4" LONG X 3/16"!D FURRING FURRING TAPCON @ 16" O.C. &TAPCONSTAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2' EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2' O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4"DETAIL STAGGERED @12"O-c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS cc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) '2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--'— ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK KITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) * 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7116" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 ® ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 78- 21-OII 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK (l ±5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM91KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N,T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.G. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY_j TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES 1N THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) OCCURS 9 #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARYTO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * SEALANT -MITI-I I I -III -I I F PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, v o — — — — —111-I.— * �111= III PRESS PANEL REINFORCING INTO PLACE. — 6" MIN. LAP SPLICE W/ I I—III=III= 1-f-111= COVER PANEL REINFORCING WI H PPER HALF OF MORTAR BED AN TOWEL 0T U 0 D R REINFORCING PANEL ° III- IF-T SMOOTH. DO NO FURROW. F P FULL MORTAR BE F JOINTS NOT REQUIRINGAN EINFOR IN - DON T LACE U LD OR JO N 0 PANEL REINFORCING G 0 S FURROW. I WIDTH. „ GRADE U ROW. MAINTAIN UNIFORM JOINT I 6 MIN. LAP ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `V ° REMAIN FREE OF MORTAR. `o _z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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-STORK (3) #5 REBAR, (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 01 GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN n YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) TD. 90° HOOK (TYP,) FILLED CELL INSTALLATION H SCALE; N.T.S. �+S SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW ---- CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS ("") 2x SUB FASCIA • ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE &RC TRUCTURAL SOFFIT ALE:3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS V. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* USS 2 O��Ryq G + <FN�rN + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO ��� + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS cFl= cHf=FT n) aNn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3— - 1 a z 0 U_ O w LI- 0 DURSE 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4rFILL 1st 4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° " q'� q OVERHAN .�. q . n' q RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-011 `INISH FLOqR #5 BAR xx p. 10 ° , CENTERED W/ 2 •b o ° • . s H IN TOP KNOCKOUT/ N CHAIR BLOCK ' y+ p. MONO FOOTING - >° SIZE AND REINF. PER PLAN P AND SECTION DETAILS CLEAN FILL .> °• DIRT z 2 STANDARD o 90 HOOK N #5 BAR IN FILLED CELL -k, 1O\fir b•� \j a•\ V.;j ♦♦, s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. O Clki cti . (a. CUCz CO) P' 4 •� =- g c E C4 CV O N O ,5J� t " C..• /` v, `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 structural engineering portions of the drawing pages bearing Engineers signature and seal. E _1 N @ J J co N 0 (A r` r � LL w 0 My a a k 4 m a Y � J rr- Z 13z O k"' t o w 0 �,, W 1- Z t ; W02 w ILy� y00 n ch Z o r N H Z OU ❑❑❑ w N M _ o o N M 0 o U_ U 0.^ o of N �V) C) 6 C . *j c� o a NNIMI tv a° Qom4 fro ti ® W Cn It !_jM z o z z C&S I-- gp Qo 0 �u oLL w?�� zp fd 20CL �o co a 0 oQ cz U z <o Op < m 0 Qi U oo Z Y Z m 3 �Z Q �OF a o w F O 10 cl7 -;1-0IQ ° 0 C .L ) > r. 2 U m Nco H Cfl NC-4 CIO r LO N N T_ a r 50 U E U) m U N �— N _ a--+ N I—•- 0 LO 194, -Q CD Q0 C6 dam' N r LO T T CM o z E 11 U J Q 0 --I JOB NO : 23-03667-03672 SCALE : AS NOTED SHEET NO. SS CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAYBE NAILED (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 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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) f29 PROVIDE 2X4 MIN. BLOCKING AT QOF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/-- WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS SCALE: 1 /2"=V-0" 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) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4'0C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT (2) SIMPSON SDWC15600 SCREWS @ PROVIDE LAP F. EACH TRUSS TO LEDGER SPLICE @ F.C. REBAR 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE 10 /------ _ II DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a@ EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. op LAP SPLICE 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O I O O O O I SPLICE- 0 O o O o O Z-0 SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1 All n rr DBL. KO. BLOCK MIN. MIN. TYP. a a a � 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. ROWS OF 10d NAILS @ 4" O.C. MASONRY FLOOR TRUSSES SEE PLAN @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 00� r SCALE: 3/4" = 1'-0" WOOD TR 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 DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1 2X4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END 2" CLG. RUNNER FIRE CAULK RUNNER TO SHEATHING ABOVE AT EACH SIDE Ix R301N 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/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 STEI 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. -� /ON ina T/1CA1AiLS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) J'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52'� SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 30 LB FELT (SHINGLES) FIRE RESISTANT OSB 7/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED CEILING BOARD OVER PARTY WALL 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 SUL. MIN. SPECIFICATIONS NAILED INTO W/ (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 — 1 x 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 SHALL DIVIDE THE —(2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. �HORD 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 !�o- U) N CL —4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 • 0T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 112" GYP. BD (2)-1 X 4 P.T. o A NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISW TREATED: SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN LLd TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" —DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL le F.F. 00 VARIES WITH N SITE GRADES SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = 1'-0" REV. 08.20.21 a�*a e y� O : LU �- U CIO,- L° ;zi� e_ z°� 3 CM C111 0 CV to 0 0 ' , I_,4 E�F 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, s4iy u H W � E a o O N $ N `° N ® .� � J LL 0 rn � � ° LL w w 4 C _j LL j U_ 13 zzz z Z .- co ui o W_ cn� < - m Kz fhrnm N Z N Cc Q UU 2 U (n F- z �� ❑❑❑ W M � z N o� m N o 9 -o a N M U) Ln a N -n LL Sf L' U O 1„ o 1N �y N c13 f J EEp I o w W0 o � QmN ti 0 M WE J m ¢ w Z < LL EI a p zo o� >N zo z® b o 0 r <o �o 0 z �w c n C 2• M� z a 2 U Nm<w Z z Q 2Z cn ~°o 1 Z g o az aw =3 d J� =Y �s ;o v zla < ° 3 � 0 CD .L CU CN i 0 Co ^' N Co � r- N a CNI U E , 00 m V T N �— O 111 L0 Z3 -0 1 o CO CT> c.6 9 CR r C`fl L t7 r ui ca Y COIt 3 r' o z z E TT E co UQ co JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. D1 rn 3 v v o- N 0 .o rn O N I O CD c14 J L0 0 a I 00 LO Cn 0 I v v O Co cV CV CV CID M 0 co co M 0 I N v CIO 0 Q Cif N 0 0 In_ E N 0 `v Cl- c J a U J LZ r10 0 co v 0 0 CL M7 O v O 0 z Q m -v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT 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 W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT r� r, `1 1 WEATHER JE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING ` REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY 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 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE 1 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING 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 SELF -ADHERED FLASHING 1 O 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED SELF -ADHERED FLASHING FLASHING 2 O SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PER PLAN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER 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 (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. 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�71 water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. 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 awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 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 WPo1) 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, �`a (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 PAPER EXTEND A MINIMUM 6" RE DLEASE HES VEAS SOHOWN) SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 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. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. W t r R ' t t Ba 7.7.At built-in autters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 I I I I I I I F o �la L LU PLASTER STOP W CONTINUOUS BACKER O W ROD & SEALANT 0_ Lu A (n a FOUNDATION WEEP SCREED II -STRIP OF SAF I -DRAINAGE PLANE WRB BOND BREAK WRB SF LATH F WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a e esls an rrter Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS�� Cement Plaster in accordance with ASTMC926 over wood 2nd floor AL FRAMING tAL SHEATHING 3AF PLANE WRB AK WRB _ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact, Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing _ i Note: I - -- --------- The building paper and metal lath must be I it Cement installed over the top of the weep screed. \STER STOP J� Plaster NTINUOUS BACKER ROD over block EALANT 1 st floor MENTITIOUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all e+7 C v ® r, cu ra s r.0 2, �3 cri c = 2 t8 � a3 r N FY, fir. E CM CV O fV _o v- 0 9 a i / r i:,J i, ii- 5k, yt_ :"fit � ,�..+ � � J 4„ .•�1'��� r V0.Y 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 a0 . V v E S 8 o r b C p cc 00 0 .U.. Vi a CL Lu C: _J w g � o c7 � z Z 2@ vv O o co � Wt° LLN Y= N � coLU Q 6nj°' z UU Z i'`'3 Z 2 aN Z U cn H O U ❑❑❑ W CD V M � Z N M _ 0 0 Q v X - N O J O L_LJ o �y� '. fi >' c} W J 1_ E - i ..•.. "0° -® N m o m M J Z O w Z Z W = E V Z O o° K wz ) N Q oa a E ° �O0o o< ao <o 0� az 0 �w m y Qom a 0� o° Z z MEN go az o w� ao 43- 0 °3 c O N v U E N CN N LL ,-- N LO E 0�0 U _o M T- N O d LS7 co M L.n = D i '� r N 0) C4 O M LSD Co T CEO r ai Y t M d 0 CU z E E v -a ;? c CL •• U � d c 30B NO : 23-03667-03672 SCALE : AS NOTED SHEET NO, W P Mounting Brackets i10 Gauges 4-V2"x 4-1 ?2' x 2-1 2A See Anchor Schedule Bolts 112" Dia. A325 jyp-) ' #14. ee rifling Scrams X t)9ttt PrcJtCUFn Edge s it ttior lCign! t1ct (r ypic-Al: 3 in front) FrDlnt CrtiSS Support fViiay l}e CFlt to W } Left Bracket 0 6Gauge) �14Self-Drilling ScrewsThrla brackets Ba�*Cross Support Into AIC Unit Bottom Side (T'ypiic* 3 each 51de for hurricane use) Wa+iar5 f,y Self -Locking efts Nxxs:eh4 ma llarinm maer rxlrnv arc p.xl Jeri -th -In i-isnrr. caesc Aar Ia- t oeia alwllah1e, upon rlainidif a r---! tee Brill slflriy) Back Cross Support (May be Ltlt tta'w) Right Byafket (16 Gauge) Florida Department of Business &Professional Regulation Pagel of Building Codes and Standards 1zn52oz1 Product Approval Application Detail :. 4 :'<- .s.,fi:.:s ��'"`eM.3 . n.. .w.' .,.,.., :. s,.:g,.�'3. ' n��AS.1.±1',er.e:.k';€.....Wx7' �fF�,i.Gv.r.v.k.,. .:.>�",4.+AIk'.• _:1�. ,.. a,.T1gh�".rs"t".�,.,vx.�,�.-,:. y"µLi�,:%. t �'a�x 'k5' a..r� Cea:,.)e::n4.�...st-e A_`i ,�1...-.,rs:..am- .. "s#it`h.h...... . a -,�,-. S. +1t Code En�W g Vie r4r. Date V-Slon Manufaciurar 128Approve Comact Endneer& License validated By Validated Submitted FBC.Approval. : r a talus Affirmation 2020 Smart V fit products, Inc, Michael Graham Hermes F. Ns,P.E. Locke Bb,den P.E.-12/1012020 12i162020 122812020 Approved Category: Structural Components (577) 441-8308 PEE73775 (334)300-1800 subCategory: Products Introduced as a Result of info@smartYnt.com New Technology Cempliance Method: Evaluation Report kom a Florida Registered Architect ora Licensed Florida Professional Engineer FL#b622-R8 Preducts.. Quallly Assurance Approved for Use Approved for Use Imoaot Design a-- It Product Model. Numhar or Name Product 0-fotian Cwihact Eirphatior date In HVHZ 0,Wch, HVHZ Pes(start Preis g 1 SmartVed Modal #154R510 Oval Fune foil Flood and Vartiatlon Vent 121312M Yes Yes NIA +1001-100 2 IS artVent Model#1'540-51t Duel Function Flood and V-Netion Wirt 124311 2023 Yes Yes NtA +100F.100. 3 SmadVent Modol41540-520 Insulated Float Vent 12r3iR023 Yes Yes NIA +TOOT-100 4 Sure Mhent Model #1140.521 Insulated Flood Vent 1Z312023 Yes Yes N A +100F100 6 SmadVent Mode141540-524 16&qud; G2Mge Door Flood Vent 1=1/2023 Yes Yes NfA MIA 6 SmadVent Model#1540-570 Wood Wall Insulated Flood Vent 12131I2023 Yes Yes WA *10DPD0 SmadVent Modal #1540-574 14.9&quid: Garage Door Flood Vent IM12023 Yas Yes NIA N/A Florida Department of Business & Professional Regulation Fege1 on Building Codes and Standards 1nsr21121 Product Approval Application Detail Code Entry y or QSg Data Aare Pendloo Do& 0 w 4 mm version Manufacturer Cgntad Ei�min9er&Lic�nse Validated eyValidated Submitted FECAno-al Approved Status Revision 2020 Drexel Metals. Inc. Jason ehunnre Zachary R. Priest Locke Bowden P.E. 01002020 08n3912020 08202020 IDt132A20 Apra-d CategoryRoofing (507) 303-1511 PE- 4021 (3341 300-1800 subcategory: Metal Roofing oom Compliance Method: Evaluatlon Report from a Florida ft gI terad Architect or a Licensed Flalde Professional Engineer FL#116T8.R6P1oducl5 Qualiry AS6trehee Approved for Use. Appfovedfor Use Impel pesidrl sad# ProduefModel. Number or Name Product Description Contract EXolradloll We In HVHZ Outside HWIZ Re gilt Pr sire 1 Drexel Mdal Roofing System, LINO I DONS, ❑MC 15055, DMC 175S, OMC.20 us. 121312025 Yes No WA +OF180 DNS 5V Florida Department of Business & Professional Regulation Building des Co and Standards Product Approval Application Detail Page 2 d4 3162D23 , -•'&-i "i� 48 nr�,Y I..4; 4. u`, .sv3�. . :rs..u-«._,d:�4�`a"? -.rr m .�7��A +. -, a. a'n'a.*iS:�=d.'"^ii..;b a ,33, a'�y' -- 0, fn'1w�a��k r ,i3�✓.rY .Y , •:..s.�.v,:1a6�.s .; � l. - tif..3fR0i;�) swr�✓e.. n � Y .:.I+r:`: �.., ., d.. .��.+ ?� : J.'. u:Sr.�'S5^k?" .. Code Empty or rate Date Date.Pendlna Ore Tggg, Version Nanufxeturer contack Enarnaar&License Validated Be Validated submitted FBC Aoamnne Aootaved status Revision. 2020 Therma-Tru Corporation Steve Joap.mori Lyndon F. Schmidt, RE Ryan J. King. P.E. 04/13n021 IMI12020 04222021. 08M2021 Approved cetagory: E-Xtarlor Doors 1600843-7828 PE-43409 SIM 767-6555 SubC:ttegoM: Swihping Exterior Dom Assemblies sjaspasonathermatru.r Compllani;e Method: Evaluatign Repoa from am Florida Registered Arehled or a Licensed Florida Professional Fngineer - FL42196B-R5 P.rodude,'. 41"pt Assurance Ap-ed for Use Approved for Use Impact Des - red # Product M d 1 Number or Name Product Deaerl,timn Contact Exrnralion Date. in, HVHZ Outside HVHZ Resistant Pressure 1 e:Therm T Fiber-Classe antl Smooth -Star Ncminal6&939:88guci:Impad8qu0t; Opaque 12(3112026 No Yes Yes N/A Composite Edge Fiberglass Single Doo- 0rswmg/0utswImw X configuration, 2 b. Thomi9-Tru FlIr-Classlc and Smooth -filer Nominal 8&#39;B &quit Impact&quoi; Opaque 12MI12028 No Yes Yes NIA Composite Edge Fihargless angle Ooo vuh Sdeite(s1(Inswing/Outewing: XO. OX or OXO com7gur.lions) 3 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&139:8 &quo1lmpact8qum Opaque 12(312026 No Yes Yes NIA Ccrnposte Edge Fiberglass Double Door with or vellhocuSidalltes flnswinglOutse,e g; Xx. or OXXO configuration$) 4 -Cla o nd Smooth -St., SIT tl ThemW-Tru Fiber sat a mph a Nanlmd a&#390 d l ed& � o . Sq . mp quo( Opaque 2/3 1 12026 No Yas Yes N/A le Door composite Edge Fiberglass Single h-In (Ouiewin X omfi uration ( 9, ) 9 9 5 e_Tiramtt-Tru Flher-Classic and anmm-)tar Nanlna188#39,0 &qu ot;hnpatt&quot Opaque 0 12e31226 N. n o Ya s Yes N /A Composite Edge Rbargl.sa Single Door wkh 5ldalt (l'-lre"Ibgfoulsning;XO. OXcrOXO .rung al one) 6 f. Therma-Tic Fiber -Classic and Smooth -Star Nren.1 88430:0 &qud;bnpont&quoi; Opaque 12312026 No Yes Yes NA Campooite.:Edge Fiberglass Double Doq with or vAthout Sldelkes (InsvinplOirtsaing; XXar OXXO configurations) .I g. Therma-Tru Fiber-Ciasaicend Smooth -Star Horelod 6&#39;8 &quul.;lmpact&quot; Glazed 1213IJ2.026 No Yes Yes NIA Ca11po Ite Edge Fiberglas, Single 0oo (k,suinglOuteving; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39 ;8"ot;ImpqcAquqe; Glazed 12131n026 No Yes Yes NIA Cornp.erm.Edge Fiberglass Single Doorwilh Sldelrh(s) {IllsxdngAuta,ling; XO. OXor OXO crnfgurat on,i B I. Thera iru Fiber-Claselc and Smoot -Star Nominal 69#39;8 &quaampact&quot; Glazed 12r312026 No Yes Yes NIA C site a Fiber Was Rouble Door.ith or anPo Ed9 9 Without alddhes IlnaxingiOutvuing; XX or OXXD 4MIgureUdnsl 10 1. Therm-Tru Fiber-Gessle'and S-Ilb-Ste, Nominal 8&#39;0 &qud;lmped&quid; GleZed IM12026 No Yes Yes NIA Co polite Edge Flberglass Single Door (Inswing/0utswing; X configuration) 11 k. Thorma-Tru Fiber-Classlo and Smooth -Star Nominal 8&#39;0&q N.lmpagl&quoi; Glazed 12(312026 No Yes Yes NIA Canooske Edge Fibeross Single Dqa with Sidalle( 7fl Ing/Oul xing; XO, OX or OXO ccnfguat onsi 12 I. Themre-Tru Fiber-Cl-to and 5modh-Star Nominal 88#39:0&qut;lmpect&quit: Glazed 12rAQ1326 No Yea Yes N/A Composite Edge Flberglass Double Door nnth or e,kh Outsidentea (Inswing10u1sMng: XX or OXXO cmngurabone) 13 nnThe Fl -CI s 'c and -9t nna-hu her a sit n �nodh ar Narcnal 6&#3g'8 d I ed& ct Glazed � mp W 12R 12026 No Yes Yes WA Molded Open Cam ite Edge Fiber91ass:Sin l. e Door'I" ingioutg'X cpnBgu mbon7 14 n. Therma-Tru Fltier-Cias sic and Smoo h-Sher NaNnal 6&#39;8 &qud,impact&quoi, Glazed 12/312026 No Yes Y. NIA Molded open composite Edge Flberglass Single Door with Glazed Molded Open Sldelit.(e) (b+swing70utswuxg, XO OX or OXo configunhons) 15 o.Th me -Ton Fiber -Classic and Smooth -Star Nominal .6&#398&q dlmpeA&qu 1 Gleaetl IW12026 No Yes Yes N/A Molded Open Composite Edge Fibe glass Double 0 th ortvfthout Glazed Molded Open Sdelites (k15VIng1ouepvdr ;: XX or OXXO confipufadgms) 16 p- 7haern Tru Fiber-Classic.and ST-b-Star Noninal S8#30:8&qud0mpaet&qud. Opaque 1s1312028 No Yes Yes NIA Con osits Fit .Fiber rings th lass Sin -i P 9 9 g NI Mad Open 81dllkefs) Onsanngnulswng; X0. OX or OXG. -figurations) 17 q. Thema-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8 &qut;Imxd&q,o1; Opaque 12r3121326 No Yes Yes NIA C4nlposlte Edge Flberglass Double Doorxxth a Wout Glaz d Matadi Open SidW- Without (ba VImg(OutS.,VIRg: XX ar OXXO Conflouraticr e) Florida Department of Business & Professional Regulation page 1'orI Building Codes and Standards 1W2021 Product Approval Application Detail .<s '`� l•'` ir' `° P '�" 'a"-'-�' -zt`2t.� �`�':'/.ir'�3- °.av,.,a`ky."?i s^ ty Y"" 1�. iJ la'.-,ii ode slimly or P91 0 Date Pendinh ,Dte T 22 Version Manufacturer Contact End- &Llcsnso Vakfatsd He V lidaled subfttixd FBC Adamant A toyed Status R.AIilon 2020 POTlnduvries Jens R-welsh MiaPu-Dade BCCO-CER Miami-Ihde 8CC0-VAL IVI&Q020 10213=20 1V242020 Approved Caregary: Exterior .Doars 041) 486-0100 (786) 315-2590 subcategory: Slid g Exterior Oro Assemblies iI"oesldtlipgtatdustnea.o Compliance Method: CalffCaHoo Me rk or Listing om F,,tY2S1"-R83 Products..: - ': Quaild Assurance Ap,-,d In, Use Approved for Use Imunct Design sec# Product.Model. Numbarmr Name product Description Coiatractexphaltart Dato In HVHZ Odtelde HVHZ Resistant Presatine B SOD-55ip(La rue. M.A. knead) Vinyl s9dng Glass Door 04/142029 Yea Yes Yes NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) Code - lea rovide the information an approval umbers he building components listed below i s rewired by Florida Statute 553,842 and Florida. Administrative�d 72t p se p h �a on dn n t b � po f they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Prolduct Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 + 7.0/ 7.0 psf 12/31/2026 Therm aTru Fiber -Classic and :Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +30.0#-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40.0140.0 psf 12/31/2024 POT Series 5570 NOA 21-02 5. 03 +38. 7/-38.7 psf 4/ 1 /2025 Pella Corporation FL2646 C. SECTIONAL 'Mayne -Dalton Series 000/8100/8200 #1105 (8 7) FL8:243r3 +31.0/-35n0 psf 12/31/2023 'Mayne -Dalton Series 8000i8100/8200 #i`1123 (15, 7) FL8248,10 +30.0i-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (18 7) FL8248.11 +34.41-38.3 psf 12/3112023 D. METAL LOUVERED ITS Curries Division of AADC1 Inc 807f7071727f747fand 847 Single & fairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG Mi Windows and Doors Series 185 FL17499r2 +50.01- 0.0 psf 1018/2023 ,POT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.01-35.0 psf 5117/2027 Pella Corporation Pella 10 Series FL16603 +50.01-50.0 psf 5122/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 h11A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349..1 +60. 01-50.0 psf 41312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10120 FL 94 +50.0I 50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors. Series 5754 FL15353.2 NIA 12/31/2024 PCT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A, SIDING James Hardie Building Prod. Ce la Siding land HardiePlank La Siding mp nk Lap i g p d g FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/202 Alpha Aluminum, Inc. Solid acid Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7130/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 111 12/1812025 B. Uh4DERLA'�'MEI�ITS Tat ko far Shingle Roo m ( g 1 b Felt U eri en 51 F nit a m t y F 1 328 L 2 N/A 51 912023 2 Plygiass USA, Inc. (far Tile Roof)' POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL15918A - FL18918.4 NIA 91912025 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomancol Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 1213112025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DiVIC 100NSr DMC 150S, DMC 175Sf DMC 200Sf DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS S A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078,1 - FL15078.2 NIA 12/31/2023 All American Shutters fit Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 5e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USPI Structural Cann. see chart ANCHORS Simpson Strong -Tie see chart: B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999A NIA 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/3112024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL7 LSL FL5527.1 - FL5527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630,15 NIA 9/ 11/2023 CommercialConcrete Productsr Inc High Strength tit Concrete Linteis FL1 74 NI 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 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail one 1 of 3 11252022 Gold. Er ily Date [art Date, Pending Dyjg T Dee Version Manufacturer Conla Engineer &License Validated By Validated Sultmitted FDIC Approval Approved Status Revision 20M Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan d. King, P.E. 07/2312020 07JI22020 07f2912020 1011312M Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 &uloCategory: Stinging Exterior Door Assemblies sj9sperson0thermstru.co ComplianceMethod: Evaluation Report from a m FlorN. Registered Architect or Licensed Florida Proraasfonal Engineer FL1t20470-R9 Products Quality Assurance Approvedfor.Use. Aoorovedfor Use Impact Design seo9E Prgd uct Mddal Num bar a Name Product Dasenpnon Contract Expfratign Data in HVHZ outside HVHZ Resistant Pressure 1 a. Thermo-Tru Rber-Classic and Smogth-Star Nominal 9&#39;8 &quct Impact&quota Opaque 12/31f2022 Yes Yas Yes NIA Can posits Edge Fiberglass SmoteDoor (InswinglOutswing; X canfguration) 2 In. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.8 &quotimpad&quet Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Dgorwth Sdelite(s) (InswinglOutswing; XO, OXor OXO. configurations) 3 c. Therma-Tru Fitter -Classic and Smooth -Star Nominal 6&#3$8 &gUcrImpact&quoi Opaque 12)31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthout Sidelites (Inswnng/Outsmlilg; XX or OXXO configurations) 4 d. Therm.-Tru Flber•Classic and Smooth -Star Nominal 8&#391.0 &quot;lmpact&quoi; Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswrxliOutswin&, X configuration) 5 e. Therm.-Tru Fiber-Clessic'and Smooth -Star Nominal 8&#39;0 &quot:lmpad&quoi Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelke(s).(InsvAnglOutswn9: XO, OXor OXO configurations) 6 f Therma-Tru Fiber -Classic and Smooth -Star Nominal 88H/39; 0 Scoot, Impact&quoi; Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (inswing/Oulewing;.XX or OXXO configurations) 7 g. Therma-Tru Flbsr-Classic and S-.th-Star Nominal 6&#39;S &quot;lmpact&quoi Glued I7J31/2022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Door '(Insw rWout bowfin; X configuration) 8 h. Themla-Tru Fiber -Classic and Smooth -star Nominal C&#39;B &quest Impact&quoi Glazed 12f3l/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door ath Sidelites) (Inswing/Outewng; XO, OX or OXO configuration.) 9 iTherms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot;lmpact&quoi Glazed 12/31/2022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with or inithout S� fl 9 (Insw:ng10u6wMSl� n s (InsNlingJOu[s7M fig; XX or OXXO configurations) 10 I. Thermo-Tru Fibar-Classic and Smooth -Star Nominal 8&#3$0 &quot; Impact&quoi Glazed 121312022 Yes Yes. Yes NIA Composite Edge Fiberglass. Single Door (In swrngfCidswing, X configuration) 11 k. Therma-Tru Fitter -Classic and Smooth -Star Nominal 8&#39;D&quotlmpact&quat G192ed 1.21312022 Yes Yes. Yes NIA Composite. Edge Plberglass.Single Door Wth Sidelite(a) (Inawingloutswng; XO, OX or OXO configurations) 12 I: Th.,me Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quoklmpact&quot Glazed 12131/2022 Yes Yes Yes N!A Composite Edge Fiberglass: Double Door with or without Sidelites (InpMrig/Outeming; XX or QXXO configurations) 13 m, Therma-Tru Fiber -Classic and Smooth -Star Nominal a&#39;8.&quotlmpact&quota Opaque 12/31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door vAth &quoi;No ImpacAquoi Sidellte(s) (I nswi glOulsering; XO, OX or OXO config urabons) 14 n.Therma-Tru Fl ber-Class io and Smooth -Star Nomlbe l 6&#3g;9&gLot; impact&quot; Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Doubt& Door with &quat;Noo-Impact&quoi: Sidelites (InswngfOutsvring; OXXO configuratorl 15 a. Therma-Tru Fibar-Classic and Smooth -Star Nominal 6&#S9.0 &quotlmpact&quot Opaque 12JS112022. Yas Yes Yes NIA Composite Edge Fiberglass Single Door with &quol,Non-Impad&quot; Sidelites) on swinglOatevving;X0, OX or OX0 configurations) 1 6 Therma-Tru Flber-Cliassle and Smooth -.tar p. S Nominal &# '0 Ion act& uot:Opaque 8 &quoi mp q1 21312022 Y es Yes Yes NIA dg:. Composite Edge Fiberglass Double Door with &quot,Nomlmpad&quot;'Sidelttes (mswngfOulswA ng; OXXO cnnriguretw) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quc&;Ndn-Impad&quot; Opaque 12J312022 Yes Yea: No NIA Camposh. Edge Fiberglass Single Door (I nswinglOutswing; Xconfiguration) 18 r, Themia-Tru Fiber -Classic and Smooth -Star Nominal 6809;8.8quokNah-Impact&quota Opaque 12131=22 '.Yes Yes No NIA Composite Edge Fiberglass Single Door with Sdeltte(s) (IneWnylOutsWng; XO, OX or OXO cnnfig,nniicne) 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;6&quot;Non-Impact&quoi Opaque 12)3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door vith or without Sidelites (owAnglOutaving; XX Or OXXO configurations) 20 t. Themta-Tru: Filmy -Classic and SwrothStar Nominal 8&#39;D&quot;Non-Impact&gUot; Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswirGlOutswing; X...fe yeti-) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot;Non4mpact&quot; Opaque 1213112022 Yes Yes. No NIA Composite Edge Fiberglass Single Door with Sdelite(s) (lnavnn 1O.tsvang; XO, OX or OXO cantle uratlonsl 22 v. Therma Tru Fiber -Classic and Sneannh-E2ar Ndminel 8&f139;0 &quot;Ncx, mpacl&quo{; Opaque 12131Y2022 Yas Yes No NfA Composite Edge Fiberglass Double Door with or wthout Sidelites (InswingfOutswing; )OXor OXXO configurations) 23 w. Therma-Tru Fiber-Classio and Smooth -Star Nominal 0&#38:8 &quokNon-Impact&Duct; Glazed 12131/2022 Yes Yes No WA Composite Edge FiberglassSingle Door {lraW ng/Outswirg; X canfguration) 24 x.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&N39$&quot;Nondmpad&quot; Glazed 1213112022. Yes Yes No NfA Composite Edge Fiberglass Single Door with Sided (IngWrgl/W.Wng; XO, OX or OXO configurations) 25 y.Therma-Tru Fiber-Clgasicand Smooth -Star Nominal 5&#39;8&quot;Non_rr act&quot Glazed 121312022 Yes Yes No N/A Composite Edge Fiberglass Double Door Win or without Sidelttes (Inswing/Outowing; XX or OXXO configurations) 26 z. Therma Tru Fiber.Classic and Smoofh-Star Nominal 8&1939;0 &quotNon-Impad&quot; Glazed 121312022 Yes Yes No NIA Composite Edge Flberguess.Seigle Door (InsWngfOutswing X Configuration) 27 za. Therma-Tru Fiber-Clasaic and. Smooth -Star Nominal S&#3D;0 &quotNon-lmpaot&quot Glazed 1213112022 Yea Yas No NIA Composite Edge Fiberglass Single Door with Sidelite(s),(Inswng/Outewing; XO, OX or OXO. configurations) 28 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&039;0&quot;Norrimpact&quot; Glazed ID3112022 Yes Yes No WA Composite. Edge Fiberglass Double Door with or without Sidelites (InswinglOutswing; XX or OXXO - configurations) Florida Department of Business .& Professional Regulation Pop I oft Building Codes and Standards 1512021 Product Approval Application Detail Code E buryor Cate DaLe Date PNldlno Dffig MM Yarsl r aI.Iufadurer Contact End-W&License Validatad av Validet.d Submitted FRO: Aoomval Aomnrrd status Reralon 2020 MI Windows and Doers Brent Stirrer Lule Roberto Lomas Steven M. Uriih. PE 10/0612020 10106noGe 10ASIG020 12/152020 Aplaroved Category: Exterior Doors (1177381-33M PEe2514 T17)317-8454 subCategory: sidng Exterior Doer Assemblies bsitlNmger�mi+vd coo Compliance Method: Evaluation Report from a Fields Registered Architect or a Licensed Florida Prorses.., Engineer f�382 RB Pmducks Quality Assurance Auprovedfor Use Approed for Use Impact Dealw 41eo9 Product Modol. Number er Name Product Descrtatloh Comfeei Expiration Data In HVHZ Outside HVHZ Resistant ressure 1 -SERIES 420ALUMINUM SGO SERIES 420ALUMINUMSGD.OXO 12/3112024 Nd Yes No NIA 145.314&quot;a80&quoi NON -REINFORCED 2 SERIE5420ALUMINUMSGO SERIES 42CALUMINUMSGD OX XO. XX 12131/2024 No Yes No NIA 96&quct;"o&qud; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERI55420 ALUMINUM SGO REINFORCED OXO 12r312024 No Yes No WA 1453/4&quote96&gvot; 4 SERIES..420ALUMINUM SGO REINFORCED SERIES 42CALUMINUM 60D REINFORCED OX. 12f312024 No Yes No NIA XO, XX 96&quoCX96&quoC 5 SERI ES 420ALUMINUM SGO REINFORCED SERIES420ALUMINUMSGD REINFORCED XXX 12131/2024 No Yas No N/A 143&tiud;x99&Dud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d1 IR2021 7 gggE EndN w Ewe Date Data PanNno QZe 7v" Verisloo Manufacturer Contact Enalneer & Ucense Validated By Validated Submitted Pro Approval Approved .0140. ReMsion 2020 Wayne-D.kon: a dlAWar of Overhead Door Dwayne Kernlsh John E. Scales Jeffrey P. Arneson, P.E. 1DA 22020 09t292020 10232020 12hW2020 Appra+ed Corporation MID 763-8121 PE-51737 (NQ 821-5200 Category. Exterior Doors dkomishOwayne-dalton, SuhC.Nory: Sectional Exterior Door Assemblies slits compliance Method: E-1-hon Report from a. Flonds Registered Architect or a Licensed Fonda Profeselanal Engineer '. PL,048,, Products' duality Assurance Awed for use Aoaoved for Use Impact Oeslan Sea# Product Model. Number or Name Product Description, Contract Expiration Data hi HVHZ outside HY Resistant Pressure 3 8000/81 DCV8200#1105 9&A39; Mee wldlb. 143A39; Max height. Glazing 12/31/2023 No Yes Yes +31.00/-95.00 available In top or Intemedide section. 14 8440/819918200 #1123 i6E.#39;Maxwidth. 14&1*9; Max height. Glaring f2l31 Q023 No Yes Yes +30.00%53.50 availableIn top or Interrmdlate section. 11 80001810018200#1124 16&#39: Maxwidlh. 14M9. MexheigM. Glazing 12/312D23 No Yes Yes *34.401-38.30 available In top or Ihtemtedlete section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1l5 WI :P G� +' "X's�' ;.'� �lA-";?:. �%�`rC ���.IYZ�;S � � � #'�"` f ' z"^�- R•'S: 'i:7` t"'t `cy �hr, F �+_ M �z� ' �t '�.._ 1 `� I.s" s h sic- Cq9* entity or Data Data Date Pandlnn ,Mee Type .Version Manufacturer Canted End -,,A Lleensa Validated au Validated Submitted Fro An -I Approved Status ReMslm 2020 CWnes D1vlalcodt AADG Inc. Tom RattyUL LLC Troy&shop. P.E. 17110r2020 12f012D20 1221/2020 Approved Category: EXtenor Doom (841) 494-2213 (954) 947-0880. Subcategory: Exterior Doa'.Components t_'n.ttey@psseahioy.co Cornpllalite Method: Certification Mart or Listing m F L#1 a57"Rs Pratludta t. -.. Quality Assurance Approved for Use Aptaoyed for Use NnDect D..IaU Son# Product Model Number or Name Product Deedriogpn contract Expiration Date In.HVHZ Outside HVHZ Resistant Pressure 1 607. 707 727+ 747 757.77T and 84r Single and Pees of Flush Glazed, and L-red single end pelts of 12/3142025 Yes Yes Yes NIA Doors hallw metal doors. Florida Department of Business & Professional Regulation Pages oft Building Codes and Standards I s 2Dz1 Product Approval Application Detail u« v .,xi....... b-N� .:.�..2 ... .P.d.,,z>v`,%, a. z ;wJ+; «�`e°or`,' i ':'1 , _.."G�^'„rt*r�. .&,„ - .. tx'�. ,.•�'.`. - ^v_-.�d5. ..,..a^S'hF,..�.'n M �..b?�i=�3 . ..:s� �".i ...-s.>2��.+4SS; f`'w.4��Rl�...,�4t�'�.�, ti,i u'�':6sL'�',e 1 ,v.,#...._�.:x'.Y��+#il.+.x�.r�da",�. Code entIN or data net- care Pending Date T oe Version Manufacturer Gamed Ememeer & U-9 validated 5yyVlidided_ MA-11ted FSC Aodayal Approved status Revision 2020 MI Wmdoes and Doors Brent Sitlinger .American Architectural eleven M. Udoh. PE 11/172D2C 11/172020 112712020 Approved Category: UOnd.Wv (TIT)365-3300 Manufacturers As..oation (717)317-8454 subcategory: Single Hung ba"ngeromiwd.com Complianea Method: Cerli6ca#on Mark a Listing Quake Assurance A - - - d to, Liss Aopmvad for Use Inroad. Design sea A 5'aducl Model. Nurnber or Name Product Qesc IpNon Contract Exleftatlon Date In HVHZ Outside 14VH Resistant Pressure 2 18S SH 52x72 Fir/Flange Frame IG/SG Single Hung 101082023 No Yes Na +601-W Laminated Glass N a) Cn Cu .} , L Q) Q O 0 a) CU O Co Cn O 0 O^ u O W O M LL p > .=^ }0 .v on E O w CU O Y��i C C .= -III-0 W a Z Z W J W W O L O Q Q 0 n� Li U m ■� V F- o LM WM Z J 11 SHEET NO. PA 1.0. 0 1 0) Q) 117- U) -M a) .+-, Florida Department of Business & Professional Regulation P.R. 6 .1 9 Flonda Department of Business & Professional Regusticen P.01 ell Florida Department of Business & Professional Regulation Pass I or I Florida Department of Bus�muss & Professional Regulation P.gslq2 -C) > 0 Building Codes and Standards 1/25)2022 Building Codes and Standards W21321 Building Codes and Standards 16/2021 Building Codes and Standards IV= C- Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L­ L- -a . (D a- = 0 ,',, � I ­ -?'­'.f 0 L- . �. I . I '.� - I a) 0- � I , code Entity Q Dat's Date Date Pend Ing Date E" y lost. Ransil- �� ," �:::::: I Code entry, or owe Passing ­ -1 - �2& Entity or Date Pill Dars Pollicino Dats, = CU -0 0- . TV" Version Manulaolut Contact Enotineer & Lictinsa Validated B Validated subm Itted FBC Approval Approved slat, Cod- JQM als. 2fil Date Date me R-iai.n 2020 Thermal-Tru Corporation Steve J.ep.,-n Lyndon F Schmidt, P E Ry.mJ. King, P.E. 10)0712021 091`18=21 1011 3W21 1211512021 Appp-d Type Version Manufacturer Called egallilm 9, License Validated By Vdldated gtltom.(l F3C Appro Approved aawa T'I'll W.I., Mrsoarfan'turn, C.,ract Enaln­& U­ Validated aw ventilated Submitted FRC A.-val A,amv,d Status MM V,,Iw Man,roh,Wpar cpnt�21 Encineor & Liconjus, Vabdated W Validated S,brurtWel FRCAnoneval Arial-e- SI 0)-+.- a) a) Categorf, Eaten., Do- (800) 843-7628 PE-43409 (813) 767-6555 Afflanneflon ZD20 PST he.dria. Jans Ro­kI Mi-si-okid. acco - CrR Waral-D.de SCOO - VAL 11)05/2D20 ii/0512020 1 III V2020 Approved R.,qsl.n 2020 I Window* and Doors Brantaftlinger Arnallean Arch Itectural Steven M. Ulrich, RE 1MEY2020 10AW2020 IWa-Z020 Approved Realsion 2020 MI Wird-a and Doers BrontShling,r Arneadcan Av.1rhochral Steven W. Utich, RE 11122/2020 1112212028 lV28M20 Approved 0 A.- U) .-- Subcategory: Swinging Exterior DoorAssemblicas sijaspersonCthermalru.co Category: Wind-, t941) 486-01 00 l78b) 3i5-25N Canegary� Windowns, (717) 30-330a Manufs.t.ter. Aes-tatort (717)31T-8454 Category: Windows : T1 7� 385-3300 Maralaptu- A-iation 171 T) 317�8454 = = -M U) GplinplMurce Method: Evaluation Relooftfi-pan a m SubCatagnry- Single Hung gosevnikigilpgUndwArl "category: Horizontal Silder bsrnru;ln1Qmh.d­ SubCaegeny, Fixed baflhg�rQnriiwd,ca. Florida Registered Architect ora Lictanaed Florida C-pill .... Ashith.d: Cartil Mark or Usfing om compliance Method: Cortification Mark crusting Compliance Method: C.rbk.f,.n Mark orListing (D -0 0 -0 -0 - professional Engineer FAM ftcyluots I I I I FW5361,1WRroducts - FL,1015W-RIA Wetlands I = 2 -0 -= (D FLN120461-R7.Produo" Q..lIt' A-- Arnmesd for USs Anrlrovintfortl­ kniag: Deal- Qualltv AcisunarMe ApproyladOrUpit Aprtrlt�-d for us- Impard Design jasbarAssurserece Paperovad for Use Ab,,,,d for Us, ],,act 219= 0 aL = 0 5: Quality Assurance ArijorloyadMUse Anorowelfort.litte, Impact Deslan $004 Product Model, Number or Name Product0esorlptIon Contact Exphrittlo Foe In HVI1Z Outside HVHZ Robidetent Pressure 5- # Product Model Number urNanesi Product Doscruction Cont-t Beall Wt. In HI outside HVHZ Resistant Frassurs sea A Product Model, Number or Name Product Diapgripflo Ctracl Expiration Date 11) KVHZ Outside HVHZ Resistant Pressure = sag # Product Model, Nurn bar or Name Pr.,Iu.t Description Contract Expinatlan Data In HvHZ outside HVb[Z Resistant Pre.slure 2 81-15500 (Large Ml imp­i) Vinyl Single Hung W,nd- OV30=25 Yes Yes yes N;A 0 U- - - - L 1 HS 188 Fin and Flenge Fram. 73.62 I r.alat.d Cass 021IM024 No Yes No -551-55 I Iss PW 73ll 72 Insulted M­ 04=2023 No Yes No +M-60 = - - 1 a Thermel Hoer -Classic and Smooth,Star Nommel 6I 8quot.Non-Impact8quot Opaque I n112022 No Yes No MIA M 0 -4- L+- M Composite Edge Fibeg law single Door CU C) > (I nswing/011isswing; X configuration) 2 b. Themna-Tru Fiber-Classlo and Smooth -Star Nominal BUS" &guoillon-Impact&ewo� Opaque 121$1112022 No Yes No NIA . D -0 E a) "O Composite Edge Fiberglass Single Door with Cn a) L- Sidelie(s) (InswinglOutevving; XO, OX or OXO -I-, CL -h@.'.fiRaa) 3 a Th.rm.-Trur ribar-Cosifloorld Smo.th-StAr Nominal 6M29;8 &qvot,Nondmpapp&qu.t: Opaque 1 28112022 No Yes No NJA !E u.) IR -f-u- a - Fiberglass Composite Edge Double Coorwith or - . =- < without Sidelites, (InsWriglOutassAng; XX or O= � -0 U) configurations) 4 d. ThemnaJru Fibe�Clsasaic and Smooth -Star Nominal 7&M.0 8quot,NoltImpeacl8qvot; Opaque 1213112022 No Yes No NIA - Composite EdgeFibeglass Single Door (Inavving/Outsvving; XopinfiguralI 5 e. Therma-Tru Fiber-Clasm and Smooth -Star Nominal 7&#39;0 &quct,Non-Imppapd&quot, Opaque 12t3112022 No Yes, No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (Ins�-ang/Outsveng; XO, OX or 0)(0 configurations) 6 t. Therml Fher,­Clasaic and Smooth -Star Norninal 8&#32;0&quotNor-lmpad&quot: Opaque 1 7J31 r2022 No Yes No MIA Florida Department of Business & Professional Regulation P.9.i at Florida Department of Business & Professional Regulation Pass 1 .f I Florida Department of Business & Professional Regulation F.S. 1 .f I Composite Edge Milberg lass Sing Is Doc r Bui I di ng Codes and Stands rds 012021 Building Codes and Standards PW2021 Building Codes and Standards 1R12021 (firasmi-glOurtswing Xconfiguration) 7 &j. Tharmo-Tild Fber-Ckcssic and Smooth -Star Nominal WWOicluctil-4alp.c4qual; Opaque 12151 r2022 No Yes No WA 0! Com possitis Edge Fibe,r9le" Sing Its Door r rAth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (InswinglOutswing; XO, OX or OXO - conitgurations) -­,N -1 -'�­',- -- -1 �', , '� 4; -6 �T'L - -iber 2,110 11 11 -�� v 1 8 h. ThermnsTrut F -Ciessno and Stnooth-Star Nominal 8&439;0&quot,Non-mpapt&juot; Opaque 12131QO22 No Yes No MIA - 11 I � 'L -'- &�Ielklt Cprnposite, Edge Fiberglass Double Door with or Dato Dat. Data Ann din, liall. Cod- Entitycr 0-1. =9 Cato Pinadma r�w- Eafty 0 Data Pondinn Without 31,10tess lInsWIpg/CutavvIp�- XX or QXXO C-de Cod- We aatq am - configurations) Tv". Version Mernareausnar C.�tnd Ensehiser & Lagnis Valklated De Validated Submitted FBCAscroeal Auson-W at.t.. Iva V"- Manaftedurer Conceal Cnofineer& Lic .... V.11,11,4ild Be V-11dalard It,bralbed rBCA-,,,l At- status IVDI Verl M.nullreepa- Contact Enalneer&l.cend. Validated By Validated SultatillbMil FSC Abbroval Approved stas- 9 I. Therma-Tru Fiblar-Classit, and Smooth -Star Norninad W39:8 &quotINon-Impsc,t&quot Glazed 12al 12022 No Yes No NA Affirmation 2D20 PST Industries Jans R-W Mi-i-Cad. 3CCG - CER Mient-J-Dade BCC0 -VAL 1 110512020 1 VOW020 1111412,320 Appro,ed Revision 2D20 Ml W,nd- and Doore grant Sitflnger We R Lomas, RE Steven Lt Won. RE 1 0,106l'202D 1WOMD20 10AQW20 1211512020 Approved Affirmation 2D20 POT nalusiriel, J.as R-.W les.ral-o.dse ECCO - CER al-a-D.d. RCCO -VAL I 1,05M20 11/05)2020 111i i/2020 Aperv,od Composite Edge Fiberplass Single Door cetagory, Winderwa (941)05,0100 (786) 315-2590 Codagory! Windows (717) 3M-3300 P E- 6261 4 (717)317-8454 Cst.gI Wnd.,-,, (941; 466-0100 (786) 315-259C Onasvorg[Oubawing; X configuration) Sul,C.hgarr- Fixed jplao.vsW@pgjInd.sme.� subcategory: mullions bsitIng.larrimc.iorn S.t;Celegary: Ml IncewskiQllgiindusarleap 10 J. Therm2-Try Flbar�Cnssc and Smooth-Stgr Nominal 6&#39;8&juQtNon­)mlpact&qLkpt, GII 12131r2022 No Yes No NIA Compilanca Method! Cattlificefim Mark or UsUng on, ComPlanna. Method: C,ralvation Report tom . Comptilarec, Method: Carthication Mark or Listing .m Cornposits, Edge 9bergil-Sing 1. Do., vAth Fcdds Registered A,shlbact or � Licensed Mortis Stielite(s) (InsvelingfOurtswing; XO, OX or OXO , F LiPA3424 Pr9dju - I ppas'ai.nal Engine,, fWal-R13Products " I I I - I L � I I I configurado­) , al A, I ssuran. An-ved for Use AW-.4 for use annaot Deal— I I I I I I - 1 1 k Therm-Tru Fiber -Classic and Smooth-8tar Nominal 6&#39:8&qLot:Non-jmp@ct&quot; Gjazod 12131t2022 No yes No N/A ,rcoudis I I Cursaft A,w- A-­d nor 'J,, Arronarroadfortles 1-act pselan Composite Edge FiberRiass Double Door wth or gm.d Prodl Model, Number or W. Product V'almad­ candr.at Eltphpdipr� Us in HVHZ Outside HVH Resistant Pre.srunt $e" Product Model. Kumber ex Name Product D.-chinkun Constant sprolration Date In HVHZ Outside HVKZ Resistant Pressure without Sidelines (Inewing/Outswingi XX or OXXO I PW-55M (Laige Missile, lrnp..t� Mnsl Pked Wind- 04MI2015 yes Yes Yes MIA Cgodth, Atnealarspo A-r-df,r Use Alsom-ted to, Us, untlact Ordeal 1 Maillon. W All Door. and Windows Aluminum Mullionts, 05/26i20213 Yes yes Y. NJA corfigurad.na) a-- It Pm0­tMI Nuraba-l-N-m. P,od"t Nesdrijo Co-firacd Exp(ndagn, R" I., HVHz Outside HVHZ fl.stypint Prachnirst 12 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#3gG &cuot�Non-Impach9quot: Glazed 12131 t2O22 No Yes No NA 2 �?04 Varfi,ad Ad -in- Wt— 12OV21324 No Yes yes WA C-b-ita Edge Fictarglasa SinqI. Door (InsvangfOubswing: X conflittastion) is m. Therma-Tnu Fiber -Classic and Smooth -Star Nominal 7&959;0 &q..t',N.n-tmp.pt8,q�c* Glazed 12SI12022 No Yes No NIA C=jposite Edge Filt"I.sa Single Door wrth Sidefie(a) (InsWriglOotswrig; XO, OX a OXO gonfiqu,ab.ns) 14 n. Themna-Trut Filaw-Casshn and Srstath-Star Nominal R&#39:G&quol,,Non­mpact&qLkpt; Glazed 12131r2022 No Yess No NlA Composite Edge Fiberglass Single Door (InsvvinglOutswing; X oorltigut2tion) 15 o. Them-m-Tm Fiber-Cassiv and Smooth -Star Nominal 8&03g;0&qvouN.p­Innp.t&quo� Glazed 1213112022 NO Yes No NIA Composite, Edge, Fibereglasasingle Door with Sidelfte(s) (IrsWng/OWtswfflg� XO, OX or OXO configurations) Florida Department of Business & Professional Regultiflon Page I of I Florida Departmeril: of Business & Professional Regulation Ng,2 e`2 Florida Departmeni: of Business & Professional Regulation P.R. 3 pl4 16 p. Th.mn.Tru Filb-Clas.l. and S.-th-St., Nominal W39;0 &guotblon-Impactl1clul Glazecl 12131 M22 NO Yes No NJA Building Codes and Standards 1 ffi=21 Building Codes and Standards 101" ,021 Building Codes and Stifindards 302023 Composite Edge Rbergates, Double DoorvAh or without Sidelkte5 �l nwrigi011tsvning: XX or O)Q' ,O canfiguratio* Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q� Thermal Fib-Classig and Smooth -Star Nominal 68939:8 &quotNoa­Impact&quct, Opaque 12131/2022 No Yes No NA - ComposIte Edge Fibeargess Single Door Win - L W' 'M - -j �­ r L � c7� LL " 5 ' ' , ' " -�- v '� - - ' "I N 'L . t _"'M IV � W Transom (Insw*OulsvAng: OA confil;uration) *a _ Kol . 1� �i� . I W N _,I _ �J_ N L��- . � _ , h - . '�J� 18 r. Therma-Tru Filber-Classic and Swoth-Star Nominal 68#39;8 &qwol;Non­fmpact&quot,, Opaque 12151)2022 NO Yes No NIA Cod. entity or- D"It. Data owe P.,tdm Rate sige Eirlity or Del, = Clat, Pondina Rate Cod- entb gets Us Deb, Pending Date, C,prmip.ailba Edge FiII Single Door with T"Re verrai­ M.-rad.ner Contact Encan­& LI­ VsHchted Be Woolard Sulantitted FHC Approval Arg.ev Status TV-- Vanspen Ablaaftwor Contact Snalnee, & u-, Wildabiel RV WIR1,194 Submittost F5Q A,,t,v,l Abanoyad al T­ Wells, Wilinerf,at,rer Canted En,intar & Litperem yffild.ladale Y6110I suhruituad IFIsCAaarcry., Aripm-rd Steve, Sid.lit.t.) .ad Tran.a. (I-RRIJO,L-i�B OfXO. DICK or OPDX0 confloureth,ra) Revision 202a James Handle, Building products, Inc, Chad Diacks V, Andrew Ten John Scothaird, RE, OV0512021 1211412020 01100M021 ding PBG Appr, ft,lslon 2020 Alside Nick Th-pre. Lyndon F. Sphrnldt, P.E. Hysn J, King P.E 0211512021 0211512021 02r22(2021 0411MG21 App,-d Revision 2020 OAF Michael Sloth Robert I'llendren John W, Knez.vish. RE 12)iorzo22 IV1712022 12=022 0210712023 Approved 10 8. Therma-Tru F ber-Cleasto and Smooth -Star Nominal 68#%:8 &quot;Nca-ImpacM1quot; Opaque 12)'3111204 No Yes No MIA category. P-W Wells rlelg� 545-0359 PS-81662 (352) 367-2526 Category! Penal Well, l330) 922,2389 PE-43409 �BI3) 767�SS55 cathsaa,y: Rcrofing a()0>768-Z41l PE-59166 (954) 7T2-6224 Composite Edge Fiberglase Single Door with subcategory: Sidinst .had.dhspIo@j­h.,5 S�Ipcabega'y: Sen. pthompeoportlerds.com S.bCati Awh.t8hugLea, matishideg.r.at adelbe(.) (In.'eing/O.b.veng: XO' Ox or OXO Compliance Method: Evaluation Reporl tom a a"com C..pli- Method! Ev.1.91. Report from . Compfl.anoe Method: Evaluation Repoli from a nj Continuous Head 2M Sill MadIgUrations) Florida Ragisterbd Archlbeetorls Licensed Florida FIprd.RenIa[.radArlh1tad­ Licensed Nedra Florida RegistatedArohitept or a Licensed Flarld, 20 t. Therma-Tru Filber�Classic and Smooth -Star Nominal 8&939:0 &qu,�Ncrdrnpaotlicluct, Opaque 1213112022 No Yes No NJA Professional Eng-incer Professional Engineer P'.fissal.ral Engineer Composite Edge Rbe,g Ia. Single Door with SidI 0 nswinglOutswing; XO. OX a OXO FL*I3j02ARPrpduqb, I FL#15272-R5 Products I I I I I I I L I FLt9j24--RMF"dkWs L I I I Continuous Head and Sill configurations) 1 21 u. Thenma.Tnd FlIber.clossIc and sm.0th-stiar N-Ir.1 6&939,8 &qtkptNon-1mp.at&qu.t; Glazed I 7J3112022 No Yes No NVA Atualhir Atnaurarspe Awn,voollortUs, Apil for Use Impact D.slyn QualiteA,,te-se Acury"O to, Va. A,ar.yod for III leave'l 01119, CaualltvAssuranco Approved for Us. Approved far Use learoci Doslon Composite Edge Fiberglass single Door Win 8-00 Product Model, Number or Me- Product Dsaicii Contract ENDIP100111 care In HVIMZ outside HVNZ lie,hetant P .... ure Sao A Product Model, Number w Name �oduct Desecration Contract Explrati- Dat. In HVHZ Outudda HVRZ Resistant Pleasure sea 4 Product Model. Number or Nama Md.ct DescrIPTI Contract Exaltation Date In MVKZ Outside HVM R.,larnant Pressure Sdolften(s) (I nsvAng/Outsvving� XO. OX a OXO 1 Campl,rk Lap &ding lib-carnalft lisp sicling IM11202S Yes Yes NA NA 1 a. &quot2Tfiquort Soffit Vent or solid Viftyl 8042, imiQ023 N. yes No MIA I OAF Asphalt Roof Sun Ingle, for use In F 3C n.n-HVHZ Fibargess relaforcead 3-ttab. larridnal 5-Ulb and 12116,2025 No Yra WA N)A Continuous Head and Sill configuratiom) 2 H.,distalenk L.pSiding 11ba'-smsat so siding 1MV2,023 Y. Yes WA MIA 2 b. &quat;AJII.rca T4&qL.t; Spirit Vent or Sold Vinyl Soffit 12f3lar)23 No Yes No NJA jurisdicti,sts hipirldge asphalt shingles = 22 v. Tharmal-7rur Filber-Clas5ic and $mooth-Star Nominal Ws�:() &qLPot,Non-Ir­papb6quct: Glazed 121a'112022 No Yes No MIA 3 c. d,quat:0retalbilar Vintage Boaded&'439: Soffit Vent or Scild Viall Soffit UtSV2023 No Yes No MIA 0- Compo�itc Edge Fiberg lass Single Door with 4 11 &qudt.tj6&4uol" soffit Venter SdjdVkrVISofli1 12r3lQO23 Me yes No MIA "= . - Shchelite(s) (I nswinglOutsWrig; XO, OX or OXO 5 c. &qu.t;Ch.ta, 0.1,,Ial.ot, S.flift vant.'SoHd V.yl al 12131W73 No Yes No rLA, 0) La Continuous Head and Sit confIgurations) 6 f 8,..t�S.perSp.n&qtl.l,, Strait Vent or Solid Vi.yl Soffit 12�31Q()2� We Yes No MIA LLI 23 w. Thorma-Tru F-lber-Classic and Smooth -Star Nominal MWX5 &quc,t,Non-ImpaGAqumt Opaque 12lal12022 No Yes No NI \I: - Composite Edge Fiberglass Door Panelsvdth Vented -=- -= cm ScIalite<a) (InsveinglOAspivirg; XK XKX or �0= � � =- r- C= config.paii.Irs) � - � 11 C'..' Cvj ' 24 x. Tharma-Tru Fiber -Classic and Smooth -Star Nominsl 8&939,0 &quot;Non-Impactaquat, Opaque 121SU2022 No Yes No NIA ,e C - -= = C14 Composite Edge Fibergass Door Panehavvith Vented - - �'< Sidelite(s) (In­AaglOJftwhg, XX XXX or X)O(X ,, . = LA- c.1- ceffig-tapas) . to = - 25 y. Therma-7rut Fillber-ChalsslamnelSmeroth-Star Nominal 6&939:8 &qu&;Non-Impao1&quoI,, Glazed 1213112022 No Yes No I -,, C14 _= Compotelf, Edge Fiberglass Do.rP.restsvilth Vented W = -T t C'4 ,:,:: Sideiths(s) (I nmvvinglOutswing: X>� XXX or X)W Florida [Department of Business & Professional Regulatlon Reg. I of I Florida Department of Busiriass & Professional Regulation P.tia I of i Florida Department of Business & Professional Regulation P.ga I .1 1 - CD configurations) Building Codesand Standards 10MM21 Building Codes and ,standards i 02021 Building Codes and Standards IW,021 = -= 011 28 z Thantra-Tru Fiber-ClaysiG and Strioath-Star Nominal "ff3Q:0&q= Non-Innipactl3lquot: Glazed 12131`2022 No Yes No N/A . - Composite Edge FfbalgiI Door P.nelswith Vented E M= c, -= Sidellb.(.) (1n9vvngt0utsW.g. XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail " := -'r configurations) B, M 27 za.Therma-Tw Fl�er-Clsstsicand Smsooth-Star N.mia.1 0&#B9�8&qucl;N-n-Ir­pact&quot: Glazed 121=2022 No Yes No NI ;I I , '!� 0 -1,11 , -, I 3t '... ,_ 4 � . I � I ,I I 10 �flcojle W - f - g'N' L - ,,,, ­ 'A�)`� P �i' � ��*,�- - - ­%" '��"�-' - "'�' -��gL- '5- g- g -, - , ­&"g"�'."g - - W, ,�-,�,��,,�1,111,��w�-,�""",,�-" ��­!�­"' �'-' I , , ;�" , , " rL * '�' '#Ug - '� " '� z ,- ""S'.'�'�� , L' � - p',��'��"�' '-p-w gam"m"Aw -­n - ­'W&'� - -"� -­""'AR�M, , _g g g N -W� a , " - "vn "';'.'��' ­ W _ - F, -�r� - V'Z'V� " N gr W , , Sidelite(s) (I nswinglOutswrig; XO, QX or OXO A - _ gp 1 sg�' W " ', '- -. ,� '­ � � , - - ­ ,'�-'p"L k ai't - I Cj .01 - , ftV �'_ �'� , . Composite Edge Fiberglass Single Door with 3M39,0 11 'I �t ��" ­ �c "', ��M' ��'�� a��Y�e-01RZ, �U W > = VID toldigUMthons) c-da lintiteor Diti, Dal. Us Pordine Data code Entity or Date Data Date Pending Date 9PA Entity or Dele owe Date pending ". . W 28 zb. Trearma-TrLi Fbar-Classic, and Smoth-Star Nominal 5&#39;8 &qwt;Non-1rnpacft&cILot; Glazed 12131f2022 No Yes No WA Tv- V-1- Manufacturer candaer eruilp.ara W .... a Vidid,fied fik Validated 4l,bandthal FDOAplarawal Avorare .star- MMIL version Manufacturer Contact E�6n­& License Validated My V.111(stald Satergill,al F3ojlrp[,,svW Aomme, sibling I'vil. version Mlanaufacul., Contact engineer & upere. Validated By Vetl,l.t.d Subanktod FSC Approval Approved filtstus, = . T --1 Comp.slte Edge Fiberglass Double Do., Wth Revialon 2020 TAMKO Svqdiflg Roducts LLC Kqnrl Edo Robart M."nor Jch A W. Kn-vkh. P5 1OM412020 0912912021) 1011212020 i2A5r2o2o Appsoled Revision 202a L.V. Thompson, I Re. gas 7hompeon Architecture Tony Christman Zachary R. Priest Steve,n M Ul RE 0911 TJ2020 09116/2D20 09JM020 1211&2020 Approved Rca.l.n 2020 Florida Metal Products Ind. Clark Jones Jan. I. Seeks, RE@ Sneven IvL Wien. RE )PJ2!f2020 06125120M 100,P2020 121i6/2020 Appr-d 1110 " -a -0 3&t3G,'O 8idetit- (I ne,WnglOutswng; OM Category; R.ofing 017) E24-E644 PE-59156 [954) 772-6224 Metell Company (TAMC 0) (BIM 248-3466 PE44021 f7i7)317-8454 Category'. Rooting (904) 783-84DO CIRUCK Fagin-Ing �717) 317-8454 = E configuration) Subcategory. Undarlayaramt, kern Canegione Rooling tonyip-gometalroornacom Subcategory: Rooting A.Re.-fle. that are en plarkeflameo.,om PE-31242 -T ar 29 ac. Th.-.Tra Fiber-Cibresi. and Smspoth-Ster Nominal B809,0 &quot,N.n-Imp,act&quQt Glazed 12W/2022 No Y05 No MIA -ad.@1anpk. som Composite Edge Fiberglass Single Door with U09:0 Compliance Method: EYSIUstion Report from a Subcategory: Roping A,ccessorlss that are an, lnt.gr.1 P.d.fth. R.alingsystere ,G,­ C-1 sidelites(s) (I nsvAngloutewrig: XO' OX or OXO Florida Rea.trIsd Architect or. Licensed Florida Integral Part ofthe Ropfing System Compflarau Method; Evatul,tiort Repoli Iporn a -Tfu Pibef-Classno and Smooth -Star -111"'11,109, Pnofesamal Engine,, Complian" Mothod: Evaluation Report trom a Ford. R,glst.1adA,.hft..t or . Uaaraad Pl.dd. � �s L so z& Themna N.. Oaquotbon-lmpaodfiquc� Gazed im­10= No Yes No N.IA ' Florida Registered! Anchlitest or. upeased Flond. Prolsesensl Engineer 'ornposits, r I I I I I I I ,,, Professional Engine. C =dge Fiberglass Double Doorwith FW'2j23."Prpdu5ta I I I " - �' I - I I I I I 11-- L L I I FUR 42 leardride 38439,1) Sideliftes (InsnenglOutswing; OXXO ....I. ,-r.e.. AnprovotiforUsb Arral to, use Intend Deaw fWaral"3 Products ' wriffouration) 9mattly Assurance ApplareadforUss, Approved '. Use havact 2WO 31 - Themrl Fiber-O-sic and S.-th-Star Non"ne 1 7&939;0 &quc1-,Nmp­Impotfi,quot; Shaker 12131 =22 NO Yes No NJA a-# Pr,d.d Me&[. Nuenber or N­ Product Nspirbrile Cowntrant F�x,lrsllhal Den, in HVHZ outside HVHZ Resistant Pressure ocality Assurance ' approwliforlise Approved for Use largest 2290 fie" Pro I 11 N, Product Description I ". lin MVHZ outside HVHZ R.A.4ml Press- Scriescomposit. rdg.GI-d rilp.rolerassinig. I TAMKO Roof Underlayments (HVHZ) Roof undedaymerne for use in FSC HVHZ 06/2912023 -fee No MIA MIA 5- 111=1�0.111'1*r'Lu " S." ProductMods], Numbeetornimm, Product Oftcriction Contract Ettribratign ri I, HVHZ outside HVIZ U.Shl P.-a-le 3 Ridge Verlusuct: Aumnam Ridge Vent, for pit,thatt ropts fabricated 12131,2024 No Yes Mo MIA C.orvAth or Wtho4t 1&#39;2 Sidelfie(z) Itarlsdatle". 1 TAMC0 Flat Top Olf-Ridg. Vent with Sort. 1. Tile 26 ga. statioroo1ventiII baffle 09M12M Yes yes NUA WA I'll. li Ad-harn (Inewing/Outa,mrig; X. CX. XO or C.XO configurations) 2 TAMKO Rod U.dcll.ym.nta (NON-HVHZ) Roof undedayments for us, In F 13C nan-HV11Z oer-9/2025 No Y. NAA NIA 2 TAMCO Gogsar,*.iVclA 26 inst. OaN912026 No yes NiA -0�525 jurisdiction, 3 TAMCO Off Ridge Rod Vent with Baffle 26 pa. stable rool'ventflator with Integrated baffle 091OK026 Yes yes MIA NYA 4 TAMCO Round Top Off-Ridg. Ventwith Rare for Tile 26 U. .tationotn'­11tedo-ith baffle OS11OW026 Yes Yes MIA NYA Florida Department of Business& Professional Regulation P.g.1 at Florida Department of Business & Professional Regulation P.R. I or 3 Florida Department of Business & Professional Regulaton Psgai al Florida Department of Business and Professional Regulation Building Codes and Standards IRtM21 Building Codes and Standards 19=21 Building codes and Standards 3W20n Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ­11 -1125 I - I ­��t fLL L ' 01 - ' ' IV I . . . . . . . I IM11 I - . -1 I Cn � = W "If ' -1 " - - W ' W -11"M AM`= "IM-10 - 00 '-, -W. I , , '.,M-'."�.-----.""�,�,�W-��,,4 I .... W100 � 5' ,,I , � _to 14, =�Rtl'-IIW "l -l""�'Itl--,--"�Til.0-4-1".�,"-A N"111M., I I ­ � " , Code entity . Date, We Date Pending gets " . Cod. Entit, ,, We Date Cat, Pandin, 11at. A- *0 Cede on 0 W1 or I gintly or Del. Date Data P91I Data " Tyr. Veneto Iflanatactungr Contact Endin-I&LIParts. Validated By V.11I tsuornitted IFSC Aormoval A -WO Status T­ Version Manufacturer Carried erainarIar & U­. Validated W Validated Subarrifted FSC Aocaneal Ap"ead sted"a 7VP. Version Manu,facture, conlaot Enalraser 4 1.1canso Validated By V.11dMad B.t,Mftt.d Isao Aporoval Approve anattas FL#6259-R31 Ravi.iRp 2020 Lams- Katrina Jellay J.-a L. R.Pknae, P E Steven M. Ural. Re i112Sf202D 11)2312020 IIa9/2020 ding FBC Aplpp Revision 2020 Banal R.ofing Anda,ean Rapa 1APMO uniform Evaluation GlaryW.Walker I Wnl)20 11)0212020 WW2020 AI Revision 2020 Globa Protection Products. LLC- Thm RobjI Walter A. run Jr., P E. John W, Knosevich, RE 0910&2020 DM8�202D iov=o 12115M20 Approvad code 9" -()r Date Data Date Date Status Cattk9l R..Irg (501) 983-6163 PE-31242 (Tl7laff-6464 = Category! R..AnQ (801) 380-6091 SoMoss LILC (205� 854-r,,b;0 Cedrag.ey! ShAt.. (0541 Ste-7545 PE-44167 (954) 772-SU4 (D lyS.bC.WqFnr! R.offing �raaaacrk,. that are .n <jelityclornappocom &IbCat.g.rr- Roofing Tilos RotortAnderson@baral.co SubCallagory, Storm Ferrets tl..,o1b1r­@gppant.- .pe VerSion Manufacturer Conta Engineer & ��� Validated Submitted Pending, Agl2roved Approved Integral Partofth. RopillpSys(san C.alpflan.all.thad! 2-kastler, Rsponfrom. . Compliance Method: Evaluation Repoli *am a m Revision 2020 -156L-YGLASS USA MauryAllpert, License John W 1012642020 1012212020 FBC 1211512020 C..pIbx1.W�ffiad:EvW..1l- R.P.0 from. Product 17�1�atlon Entity Florida RssilstaradAtchilact or a Licarvasol Florida Category: Roofing S9542031330SmaIpert@poIy@Iass-ccnn Robert Nierrinen Knezevich, PE Kii-ow'91. Florida RagsteredArchltast or a Licensed Florida So bCatago ry: PE-59168 (954) 772�13224 111011202D Professional Lngincer FL*1149*12 Fradupbs ' _L I I I I Professional Erdhater Undedayments FL4172112-101 Product, I I I Quality Assurance Awneyod La_ List At,proved for Use krDW RUM F1.01150tall-R6 Btq"ts, I I I I - I I II D-datisn, Contree Compliance Method: N-A ft�yLt�d�Vj,l�.Wb,.'Cc.unNtr.y-s�t.� Split Old Grgilell 1��ri In MVHZ QW,ld, HVMZ ft,1I fr-11 QsualftyAsauram, Apn-edforijee AM-e,nd to, U.og Im-1 Design, Evaluation Report from QuatilivAscaanco Approved for 11�e Approved for Van Impact 1369jon 1 B FW P,lpffle - Denver, CC No Yes MiA 2=1 Product Dejerhatlon Conargat Exalission Dars In FVHZ WsId, HVH Resistant Press- Is- # Procluct M,dalI blurebor or N,rn, Product 0-rie,lign cointmot E.Mrstion Cable in HVHZ oRdst'le HI Reals,int P- Thatch Untri Implua 11 " a Florida Registered 1 Deck-Aill DA-4 or TRI-Bak Dack-Ar DA-4 Lov, Plcffi.� P.1yol-opylem, Pnabc� Real Vent 12110f2025 No yes No -97.5A.97-6 1 T Saxony SW - Sets. Shake "anip: Said Shake Flat Profile - Stockton L CA 1213112020 Me Yes MIA WA 1 n,,==.411SM­1 Penade/FrVHZ Corrugated Galvanind Seal Storm Panels retained 12MInG23 Y. yes yes WA E -ll­ee­e1` Architect or a Licensed Mechanically Attached to Pywolad Detk iG Sastery 800 - Slats, Shake &amp� Split Shake Flat P,Fr,l. - Risk., CA IWV202D No yes MIA MIA or not by tracks to prwide hunIcene plotattion. I S.-me 700 - Shake. sets "rnp; Split Shake Fiat Pronle - Stockton, CA 12MV2020 No Yes MIA MIA 2 24 Gage Galvanized Steel Bt- ParreerNI-WHZ CVMQW#d GaiYanIzed Steel Storm Pallets retained IM112023 No Inal yes WfA (D Florida Professional . Be ... yT00-Sh,In,Sla1s&,rrF: SplitShek. Flat P,.Rle - Ri.1t.. CA 1213jrZ020 No ye MIA NUA or not by trade to Provide hurricane opuscron, Engineer 27 T.Iss Flapap. I 2srollan. l4gh Pnotle- Katy, TX 1 213 =20 No Yen NfA NIA = a) 28 Vine Law Profile - Katy. TX IW3112020 No Yes N/A MIA FL#6259-R31 Products _= Wwalfy-6=ramma 6a for Use Ammmdjar Ulte Lratillet Detain Le_q # Product Model, Number- or -Nam Product Description contract Elp_*radon In H HZ OutsideHVHZ Resistant Pressure U) Date 1 Polyglass Roof Underlayments Rocing underleyntentS 1 0�2112022 No Yes NJA 4WAI-622.5 1 Polyglass Roof Undeftyments (HVHZ) Polyglass, roof underleyntentsfor use in 1`13012y2Y2023 Yes No N/A NIA M HVHZ l.radictcres. . � 2 Polyglass Roof Undeftyments Oon-HVHZ) Polygiviss roof underlayments, for use In 12J23T2023 No yes NIA -NIA(-622.5 > FBC n.a-HVHZ jurfisdiations. 1 Folyglass R*ofUndeftyments (HVHZ) Polyglass roof undehaymerits for use in FIBC11M312023 Yes No NIA N/A Florida Department of Business& Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Pa.. I �l i Florida Department of Business & Professional Regulation Reg. I afl M 0 HVHZ jurisdictions. Building Codes and Standards V25,2022 Building Codes and Standards 11V2021 Building Codas -and Standards fM2021 L- 2 Polyglass Roof Unclerlaymenti, (non-HVH4) ipolyS(ass roof Undensynteni use 0 1M�12023 No Yes N,A -VAf-022.6 0- FBC ra:m-HVHZjurIsdic8ons. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > DL I Polygless Roof Undelayments (HVHZ) Polyglaag roof undedaymentsfor use In FBC1212312023 yes No NIA N/A .... HVHZ juritx1icii.res. -.' - -1 - I �� ��""��'M'Ma -,-'., - . ". , � - , -R-� - 2 loolyttlaw Roof Undedayments (non-HVHZ) Polyglass roof underlayments, for use In lW23=3 No Yes NIA -WAI-M.5 Cod. Entity o Dana Delta Date Pending Data - Cock Entity .' Oats, DAIV P&O Pending Date I .. � �� 1-1 1. %% � Code Entity o Pall, owe Como Penciled; 40e0o '�"' - rl`��,..... �- 1: 0 < FBC non-HVIHIZjunsdichons, Tvpe Version Manufacture Contact Engineer & License Validated Validated Submitted rI3C A oproval Approved Statu a T-- V,rf,,a Manufacturer Contact Erldn ... & Lhasna, Validated S, Validated Sutbinith,c] F13CA0 ..... I Aramewd status Tece WrIsion 111,nufart.- Cont.at Encri­ & Uperlm Validated By Validefled Submitted F5C Approvai Ariar­ad Status " -4--eell 1 Polyglass Roof Undeftyments �HVHZ) Polyglass roof underlayments for use in rBc1212312023 Yes No NJA NIA Reeisign 2020 All American Shutters mid Glass Mike B. bieri Frank L. San traffic. P. E Troy Sislhop, RE. 1012612020 1011512020 1 V0512020 1215t2020 Approved Revision 2D20 Aharas Stuart ."is ICC Evela.tion S-loa. LLC Witirs. M. Ranieri, RE 10/31t2020 I W212020 i 11051202D IIIXU202) Approved Revision 2020 Commercal Ccnaclo P,.dwa.l­ Robert Otte Samuel A, Greenberg John Hoy IZA612020 12tl6M20 IM912020 ofirlo FBC Appr, 0 HVHZ jurisdictions. Category; Shutters (561) 7IT2.9882 PE-0046549 (954) 947�0880 Cat.goar- -11ranctur.] Comp..ent. (3211710-3377 (407) 681-1917 canitficry: atructurad components (013) 659-3707 PF-U245 (3,52� SH-131 I 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlayment,4, for useln 112'2312023 No yes NIA -11I subcategory: Storm Partals mik.b@'llatmarlo.malbutte Sul,Categary� Tnays Piatm s0swist%eliparaftee.- Subcategory.- Products Introdupod as a Result of pretatstgat.roy,lb-ce. =3 FBC mm-HVHZ juriedictions. Cc mieflance Method; Eval usition Report from 9 ra.com Complarrice Method; Evaluation Report It= a N-Taahnd.gy Florida Reg Istered Architect or a Licensed Florida Product Evaluation Entity Complarlaas Method: "uatlm Report it= a -0 Professional Engineer FIRM. Raglat.r,dA,FhRs,t or. Lpsns.d Merida U01 70,50-ail Froou I 11 I I I I I I I 11 I I I I � 11 I " I I I I I I FIL#1139"7 EalgRobe I I I I 1-1 I 1, � I I I P,.fs.1-.1 Ensfincer 0 1 1 1 Qu.IIlyA.s.­. Appr-dinert),s, Aparceed for U. Impact An!m fWT74-julpro L- Quality Assurance Athorovarlhortbare AopmwdfQrU impact Devon am# ProlnuftModel. Nuraceror Nam Product Desaftflon Cori Exotialon Date In HVIH outside HVHZ Nfi�lsherff pr"anne Sag a Product Model. Nann, bar or� Nam . Pnod.ct Descriptiart Contraict Expirafflort Date in HVHZ Outside HVHZ Resistant Pressure I ITW BCGftlne Higher Strength lH 6,amp: a) Matel C...'tor plat. iPJS1l2o24 yes Yes M/A NIA Ql A.s,ca,a, Alasp­d for Us, Arnnovad fur Use 1-sal 0,51an 0- I 24ga Galvanized Steel SbDrm Panels 24g. Galvanized Steel Storm Panel. 12JW2022 yes Yes yes, NIA 2 ITVV BOG/Alplas HII Plate Metal Connector plat. I W-112024 Yes yes NIA MIA ftalk Preaduret Modat Numberor Name Predict Description Contract Donation D#lt In HVINZ Outside HV Resistant pressure ITW BCC4AOI.e T.i. Metal Connector Plate I W112024 Yes Yes MIA I'l IA I Quality Protest or Commercial Concrete Products Precast and prestressed Contralto Untels 05125)2024 No yes MIA NIA 34 ITW BCGIAO- Wave metal Conn.ct. plans i2t3l/2024 Yes yap WA MIA < W U) i M . 0 00 = < Florida Departmenti: of Business & Professional Regulation Fsgazoll! Florida [)apartment of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Nue I 02 Q... Building Codes and Standards 3IBM23 Building Codes and Standards $11412021 Building Codes and Standards 9ribro2l -0 i.- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L- I , �' N - I , L I IM " � , -- - , � ­ ; 0 Cod. Erdtv or owe Data Date leseadfinsi Deth, QR!k entity or Date Dal. Del. Pandirta 09. code Entity 2& Date Clate Pandina Ra ­ ��- " LU C IVP- Version M.n.f.lurer Content engineer & Upon,st Vadalhad Be Validated Submitted FRC App-al Approved 412tusl Im V,,i,, Manufacturer Coati enshn'lar & Lictrad" Valslated lev Validated Sieternil Fero Annemeel Ap.-.d owe n-1 verslo low.fisubjete cont,act ErxlIn ... 4, Lia-a Validated Be WWI Submitted F15C A-raead Acarcevd states 2E C R.visso. 207C Minte, Inc- EdnWelden ICC GvO.Al.n Sa,vla., ILLC CC Evaluation San,lo., 01,0312023 12MA2022 WIAQW2023 Approved Rs'lsw 2020 Weyerhaeuser Bob 6.1dwin ICC Evaluation Service, LLC arr Lall P. E. OV020021 10;13M20 02MV2021 Apprcued Affimatlan 2020 Alpha Aluminum, Inc. Jose West WIS R. Lomas Steven M. Urldn. RE 1 1A 512021) I i/162020 11/2=020 Approved C.t.g.,y! Blmdur.l C.mpprrapt� l952) 898-8635 LLC. Cat%jM: stractural Gonalconents (283) 824-D476 (608) 630-328a C.Wflpiv: Rental Voft 140Tr 509-200a PE-62M4 (7171317-8454 SvWdeRo,y; T­ PW.. -ald.rennii.com (205) 599-980a SubC�sdegory; Endreerad Lumber R.1hate.16-1nowayarlas, " (D Compliance Method: Evaluation Report from a ­­... suleCal.g.,ty: Sparta latproaluminumincQyahe Z --j C01"i alothod: Evaluatlon Report from a C i.e. Method: EvalUed. Relp.M ir rn a cream P ractuct 15"lastion EAWy Product Evaluation Entity Flooflffldpal Registered Architect or a Ucars6d Hands lel.#VS740 Pr.dj ru"3521.1til Prodws P'.fiesslac.1 Engl­ Z � I " 11 I � I � � I I I " I I I "I � I I I I ,� I avelln, A­arssec, A-arr,elfartle, Anar ... d far Ue, Il DWI guilty Ainsyrany,@ Approved for Us, Approved for Use Wa R2 M1 rL4404efMi Proefiggia, , I I 1. n � I I I � I 11 I , I .11 I - . < I 4 I Z Z - .-. f - A" - I I I a-# Product Model. Number . N-A PradI D'asrhal.. Contrast CWral Owe in flvflz Oul HVHZ assistant pre..urq See # pr.dapt MedA Number,, Mr.. ProdW D.-riPtio C.rdract Excitation Data In HVI'l ourishle "v Resistant Pro—, Quality Assurso.. Abom"liforUse Approved for Us, algRad Desion __J 1 W18AHS 18 Re. high strength truss carlatclor plate ­1213IM24 yes Yes NA N)A 1 Mlorafl.. LVL Laminst,dVenewl-urather 03mir2m No yes N/A N/A 2 M`IBSIHS Ia g.. super high strength true, conn.d., plate 12131f2024 Yes Yes MIA WA 2 Parer- PSL Psandlaq Strand Lumber 03ni)2c25 No Y. MIA MIA ago # Product Mo call. Numb or w Na me Pmahecto-uplion Clint-11, F�Inztdn D,tQ a RVHZ outside HVH Resistant P'lnuluns CL 3 Mile 18 0. ha- cannerat,arpet. 12131=24 Yes Y). WA NIA 3 Tirlb.,61nuld LSL Laminated Strand Lumber 03IM12023 No, Y.% NIA MIA I Alpha Aluminum Bond eamp:VeracdAdanifinurn Sority Alpha Aluminum Solid &arnp�*ntad Aluminum arm(i No yes No MIA 4 MT18HS 18 Re. high strength trussconnector plate 1213112024 Yes Yes MIA WA 4 7J Rim Board Sh.sirral Composite LL.ba,.r Oriented Strend 03131)2M No Yes NIA MIA CMU gannp; Wood Soffillf CMU &amp; Wood I board Rim Board 5 M7201-119 20 9�. hip strength t­...actor plete 1213IM24 Yes yee MIA WA 5 Weyerhaeuser Rim Board oriented Strand Spend Rim screld 03W)�023 No vs. No, MIA SHEET NO. 6 Toll. MT18 is ga. trues ournect.ra.d. IW31=4 Yes vas 141A NIA 7 1`1.20� MT20 20 g. tra. connector ps.f,� 12131,2024 yes Yes MIA MIA March 6, 2023 . I I I I PA 1 .1 on Pow i m a Florida Department of Business &Professional Regulation P.e•. 1 m t Folios Department of Business & Professional Regulation PUP t mi Florida Department of Business &Professional Regulation Pool N cn Co U p� L //W� /� O O Y� CV f�^^ V! Q O L .L O � O O ICU 0 U � . - '0 E 0 ''^^ ''^^ VJ VJ O C .� YJ M ra Ci G9 g ® 9 tuJ ® C � s C.,a cs >< C7 a D Cm L C 4 Y 69 CL. � tU E_ �t r.9 1. ca ei cm am C E im (D ICU L 0- O Q U r1 � O U) U m O w� ¢ z J z J SHEET NO. PA � �2 Ronda DepaMlerlt of Business &Professional Regulati oil Building Codes and Standartl6 enmxaxx Building Codes and Standards eno/2Qxx Building Codes and Standards enaram Building Codes pressado u,95 7 PSI0i0Serkfa>Bngi¢Hung Ningow 82-irB'x.9U'wrryl: Nod Agpmnwi For Uea bum N U O� "� • �NCn 0 _ ♦ - - Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 p " ♦ � - Simpson Strong -Tie Tie 2020 FBC Approved Products P g PP Updated 12/30/2020 •.. • - Simpson Strong -Tie Tie 2020 FBC Approved Products P J PP Updated. 12y30/2020 •. • Simpson Strong -Tie Tie 2020 FBC Approved Products P g- PP Updated 12/3012tl20 W 0- p L Q Far direct links to all SST approvals listed below; CLICK HERE For direct links to all SST approvals fisted below, CLICK HER£. F direct links toall SSTa ,ovals fist d below, HERE. a pp a oW, For direct links to al SST a ,ovals Ilsted below. CLICK HERE. I pp _ N Co Faaddltlonal InTamatlon regarding Florida's Statewide Product Approval System end Miami -Dade County Notice of Acceptance thJOA), CLICK HERE. t +For atldRlonel information regarding Flonda's StateWitle Product Approval System and N9aml-Dade County Notice #. to OA CLICK HERE. otrce Accep nee (PJ ), + aadditionallnfamattanregarding Faitla's Statewide ProductR oval a and - d County F I , e.. Approval System a Afiaml [3a a my N eoYAc a one MOA CLICK HERE olio C pt e ( ), For Information regarding Florida's Stet wide r Approval e I n ego ge Product pp System and Miami -Dade County a c CLICK R Notice of Accept n e (NOA), L HE E. j U FL#2355-RY FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" ro 3• U -(13 U) Oil 6" and heights ranging from 4.5/16" to 11". Concealed flange Seq # Product; Model. Number or Name Product Description Sao #, Product Model. Numberor Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equalto or O O -L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114 diameter Titen stainless steel masonry screw 1 A21, A23, A33, AK A35, A44 Angles I BT, BTB, BTH Srick7ies greater than 3-9116". O L O 2 APA21, APA4, APA6 APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMSTf 2, CMSTI4, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in Widths ranging from 1-7/8' to 3- Q 3 APB44, APB44R, APVB65, AP666R, AP888 APB88R, AP61010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, CS22 Coiled Straps 5JB" and heights ranging from 9-114" to 16". 0 U _ FLf#9589-R6 APVB44R, APVB66 APV866R, APVB88, APV888R, APVB1010, APV61010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers (a O := �- (� 4 APDJ72-4, APDJT2R-4; APDJT2-6, APD fr2R-6; APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (U 0 Sea # Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP; TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers Q 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z. H16, H16S, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in Widths ra1-9116"to 4- � (3)ngingfrom L L 2 SD9112, 8139212, SDIO112, SD10212 Strong Drive SD Connector Screw 6 APL4, APL6, APT4; APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 14GT-2, HGT-3; HOT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15/16", (j) Q 0- 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 H$24 Hurricane Tie 17 MGt13,63-SDS, MGU5.25-SDS; MG U5.50-SDS, MGU5.(32-SDS, MGU7.00-51DS Face -mount hangers . _ 4 SDCF22434 SDCF22512. SDCF2261 SDGF22700 SDCF22858 SDCF221014. 4, e CP er-G r Strong -Drive SD limb F Screw 8 BVLZ Brick Veneer Ledger Connector g 10 HSS2-SDS1,5 HS52-2-SDS3. HSS2.3-SDS3 HSS4-SDS3 Heavy Stud Shoe Y 18 MIU series hangers g Face -mount hangers available in widths ranging from 1.9116" to 5- g g 9 `^ � _Q ._ v J Q SDCF221134, SDCF221334, SDCF271958, SDOF272356 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5; HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-1J2 . 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 TWst Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQIBKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strorg-Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118"to 3-9/16" and heights ranging from 3-1ill 6'te 1"W'. 7 SDS25112, SDS25134, SDS25200, SDS25212, SD525300, SDS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25800, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2Xand 4X models; only acute flange is concealed. 8 SDE25112SS, SDS2520OSS; SDS25212SS, SDS2530OSS; SDS25312SS Strorg-Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers availablein widths rangingfrom 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strorg-Drive SDWF Floor -to -Floor Screw 16 H2A, H2 5T, H8, H10A•2, H10S, H14, HGA10 HurricanaTies 18 LTS12, LTSI6, LTS16, LTS20 UghtTwistStrap Wand hoights rangingfrom2.5/8"to 11.IM". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MOT MST27, MST37, MIST48, MS760, MST72 Medium Girder Tiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Numberor Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6663 Pre -Bent Straps Sea 9 Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MST148, MSTI60, MST172 Straight Straps I BA series hangers Top flange hangers available in Widths ranging from 1-0116" to 7- 2 ATUD5, ATUD6-2,ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16,'MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 5 - _ BP318 2, BP1J2, BPI/2-3. BP518 2, BP�18 3, BP3/4, BP314 3, BPRTUD3 4 Bearng Plates 24 LSSJ26LZ; LSSJ26RZ LSSJ28LZ, LSSJ28RZ; LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2z10 12, NCA2x12 12, NCA2x8 16, NCA2x10 16, NC,42x1216 _ Bridging 2 DGBF series hangers , Top#lange hangers available -ln Widths ranging from 3 ,x18 to 7- 4 CNW3/8, CNW172, CNW518, CNW3/4, CNW5/8-1J2, :ONW314-5/8 Coupler Nuts 25 LSSR-1.81, LSSR2.1 LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB1'2, RCWS14 Wall Bracing 1J8" and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML242, ML262, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24". 6 N3, 1,14, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPI, SP2, SP4, SP6, SP8 Stud Platy Tie 4 DGHF series hangers Top flange hangers available in Widths ranging from 1-314" to 3- 7 RTUD3, RTU03B, RTUD4, RTUD40, RTUD5, RTUD5, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH6 Heavy Stud Plate Tie 5fB" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26,2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW36 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST16: ST22, ST292, ST2122; ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 715" and heights ranging from 11" to 32-1t2" 10 URS3 3/8 Uplift Rot! Run Tiedown System 32 RST-3 Roof -fie -Down 34 TB20, TB27, T830 TB36,. TB42, T848; T654 TB56, TB6o Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 1/2"Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWS12, TW814 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift. Rod Run Tiedovm System 34 STC; STCT, DTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114"to 8-718" 13 URS6 314" Uplift Rod Run Tiedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WB1o6C, WEI26, WBI26C, WR143C 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- 1/8" and heights ranging from 11"to 32", FLM0441-R6 FL410$31-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R$ 112" and heights ranging from 8" to 30" Sea # Product Model, Numberor Name Product Description Sea # ProductModel. Number or Name Product Descrlption 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-715" 1 DTT2 Hold-down See # Product Model, Number or Name Product Description 1 CBH2,37x5.5, CBH2 37x7:63, CBH2.37x9-75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC10/4, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HD08; HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9/16" and heights 718" and heights ranging from 7-1/2"to 32". 4 HDUZ, HDU4, HDU5, HDU8, HOU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118"to23-15116"- 12 HGLTV series hangers Topflange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5,50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGUTZ, Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHR02-2, HHRC42, HHR042-2. HHRC411,81, HHRC44, HHRC5.25f3.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 25116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in Widths ranging from 1.50'to 7- 4/18" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3J8' and heights ranging from 5 a116" to 12-718", 14 HUCTF series hangers Top flange deisthangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS; HHGUS 62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1/8 10 FA118, PAI23; PAI28. PAI35 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light SlopeablefSkewable U Hanger HHGU9,00SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9t16" to 5- L`VI 11 STHD10, STHDI0RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUSS-50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange C= 12 STHD14, STHDl4RJ Strap -style hold-down 10 TC24. TC26; TC28 Truss Clip HHUS7.25/1 D version (H UCTF) available for all models having vvi tit equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greaterthan 2-9/16". THAC422, THA426, THA422-2, THA426-2 lf8" to 5-118 and heights ranging from 4-314" to 15 314''. 18 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI I.81J22, THAl2.06122, THAl2.1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318" to28". 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-g •- 14 THJA26. LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26; HTU26, HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 1J2" and heights ranging from 5.3/Wto 32". ry saw• d= Cn 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26`W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1 -Oil 6' to 3- d_.: c: cc 15 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.1/4". Concealed flange 518" and heights ranging from 9-1/8" to 16'. _ ca 17 VPA2, VPA25. VPA3, VPA35, VPA4 Variable Pitch Connectors version UC available for all models having width equal to or (H ) n9 19 JB series hangers Top flange hangers available in width of 1-9716" and heights ro '- = 18 VTCR ValayTruss Clip greaterthan 2-9116". ranging from 5.3/8" to 7.14'. d _� oo 10 HUCQ1.8119-SDS, HUCQ1.81111-SDS, HUCQ210-2-SDS, HUC4210-3-SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116' and heights SDS; HUCQ410-SDS, HUC0412-SDS, H0003.2519-SDS, HUCQ5.25111-SDS, HUC0610- ranging from 9-3/16"to 13-118", c SDS, HUCQ612-SDS •� ra m 3 0 J'! w EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 �+ Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3M020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 -, r , For direct links to all $ST approvals listed tiela&, CLICK HERE. - For dlrect links to all S$Tapprovals listed below, CLICK HERE. -_ For direct links to ell SST approvals fisted below,, CLICK HEM. _ For direct links to all SST approvals fisted below,. CLICK HERE. . Far addtional iMormadon regarding Fledda's$tatewide Product Approval System and Mami-0ade County Notice of Acceptance (NOA), CUCI( HERE, - NO COCK HERE. « For additional inf«nation regarding Florida's Statewide Product Approval System and Manu Dade County Notice of Acceptance ( A), a For additional information regarding Florida's Statewide Product Approval System d - de County Notice Acca tanca NOA CLICK HERE. a eg _ g r pp ys an Marrti Da C fy ofAcceptance { ), For additional information regarding Flori 's Statewide Product Approval System and de County Notice of ca n O CLICK HERE, a on eg g da ct AP I Sys Monti-0a my otice Ac pia ca (N A), 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11460-R5 18 S/LBV1 S6, S/LBVI.81, S1LBV2.06, SILBV2.37, S/LBV2.56, S/LBV2.68, SlLBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from5-318" to 15-118". S/LBV3.56, S/LBV3.62_ SILBV4.06- SILBV412, S1,LBV4.28, S1LBV475,81LBV5.50 6 Strong-Bolt2 (STB2, STB2.4SS, STB2.68S)- Strong -Bak 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9116" and heights Sea # Product Model. Numberor Name Product Description 19 SILTT20, SJDTT2Z, S/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-WI S" to 13 118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, 7HD.H488THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy DutySerewAnchorfor concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB, HRS/2 Strap Ties 21 SP4, SP6 Stand Plate Ties available width hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HUCO210-2-SDS, HUCQ210-3.SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP; TSP Stud Plate Tres stainless steel, of with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Wdths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGSH3, THGSH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2". 5 THG02-SDS3, THGQ"DS4:5, THGQH2SDS3, THGQH3SDS4.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen 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 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. TH037212RH, Tden HD Threaded Rod Hargerfor concrete 1/8" and heights ranging from 9-1a'to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in audth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3.618" to 7-118' . F4#1 1473-R5 FL#13904-R5 27 RR ater or 28 WP series hangers Topfladge e, hangers Top flange hangers available In Wroidtns ranging from 1-9116" to 7• avail -able Sea # Product Model, Numberor Name Product Description Sea .# Product Model, Numberor Name Product Description FL#16230-R8 118" 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 Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG; CCCQM4.62-SDSG, Sea # Product Model, Numberor Name Product Description 3 H18, HISS, 1-116-2, H16-2S Hurricane Tie CCCQM5,50-S1ISG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 1`01 Q860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLQMD5„6OG KT, ECCLRQMD3.62G KT, ECCLRQMD4.82G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM40, HMO Masonry retrofit connectors KT, ECCLRQMD5'50G-KT 4 Strong•Bolt2 (STB2) Strong-Boft 2Wedge Anchor#or masonry (� I ABA44, ABA44R, ABA48, ABA46R, ABA66; ABA66R Adjustable Post Base 7 HHETA16: HHETA20; HHE7rA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5 50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Tlten 2 (11711,12) Tten 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5.. ABU5-6, ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedovm 4 LGUM26.2, LGUM26-3, LGUM264, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS&SS) Then HD Heavy -Duty ScrewAnchor for concrete available in 304 ABU88R, ABUIOIO, ABU101OR; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUMI210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steel with hex head, and 316 stainless steel Win 3 ABW44Z, ABW44RZ, ABW46Z, ABW45RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24; META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.56f7.25, MBHA3.561g.25, MBHA3.56111.25, MBHA3.58111.88, MBHA3.56114, MBHA3.56116, MBHA3.56118, M13HA5.50I7.25, Masonry Top Flange Beam Hangers 7 Titan countersunk head. Then Turbo Screw Anchor for z 4 AC4, A04R, ACE4, AC6, ACBR, ACE6 Postcap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry Turbo (TNT) concrete or masonry 5 SC4, EC46, BC4R, SO$, SC6R, BC8, SC52-2/4. SC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5.5019.25, MBHA5.50/11.25, MBHA5.50111.88, MBHA5.5Cf14, MBHA5,50116, 6 CB44, CB46, CB48, C868, CB68 Embedded Column Base MBHA5.50118 CC 7 CB5Q44-SDS2, CBS046SDS2, CBSQ66-SDS2, C5SQ86-SDS2, CBSQ88-SDS2 Embedded Column Base a MBHU3.5619.25, MBHU3.56/11.25, MBHU3 56111;88, MBHU3.56114, MBHU3.56/16; MBHU3.56/18, 5019.25; M13HU5.50111 25, MBHU5;50114, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-114" to 9-1/2"and FL#11496-RS MBHU5 MBHU5.50111.88, W2 ranging from 3-518" to 7.112" MBHU5,50116, MBHU5:50118 sea # Product Model, Numberor Name Product Description cu O 9 CCQSDS2.5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-112" and Sea # Product Model, Number or Name Product Description 1 X34B1016.51<, X1S1016, X131016-4K, XQ1S1016, XQ181016-4K 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #k3 L� W2 ranging from 3-5/8" to7.112" 1 DTTIZ DeckTension Tie Drill Point 10 CPT442!, CPT66Z, OPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RS 2 XL0114T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EPB44A, EPB44, EP646, EPB66 EPS47 Embedded Post Base Embedded Post Base 3 4 HD3B, HD56, HD7B, HDOB HTT4, HTT5, 1­175-314 Bolted Holdowns Tension Ties sea # Product Model, Numberor Name Product Description 3 XMQ114S1224, XMQ114DI224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412.24 Strong -Drive XM Medium -Head Metal Self -Drilling, 0 13 LCB44, LC566 Embedded Column Base 5 LTT% LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338-SOW22438, $DW22458„SDW22500, SDW226001 SOW22638, Strong -Drive SDW EWP PLY'and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22634 4 XQ114S1224, XQl l4B1224-2.5K, X114S1224, XQ112SI224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point v 15 MPB44Z, MPI366Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWHI930ODB, SDWH104O0DB. SDWH19600DB, SDWH19800D6, SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew 6 XU34SI015, XU34BI016-51( #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screw"a with 17 PBS44A, PBS46: PBS66 Embedded Post Base 4 SDWH274000: SDWH27fIOCG, SOWH27800G, SDWH271000G, SDVVH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 6 SDWS16212, SDW$16300, SDWS16312 SDWS16400 SDWS19600, SDWS22400,SDWS225W.SDWS22512, SDWS225D0; Strong -Drive SDWS FRAMING Screw Strong SDWS TIMBER Screw Grade) O 19 PC44-16; PC46-16, PC48-16, PC64-16, PC66-16 EP044-16, EPC46-16, EPC48-16, Post Cap I SB518x24, SB7/8x24, SBlx30 SE Anchor Bolts SDWS1971Z -Drive (Interior EPC84-16, EPC88-18 2 SSTB16, SST220, SSTB24,:SST828, SST834, SSTB36, SSTB16L, SST620L, SSTB24L, SSTIBAnchor Bolts SDWS22800, SDWS229CO, SDWS221000 SDWS221100, SDWS221200; SDWS221500 FL#35320-RO L 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z, PCBR2 EFC4Z, EPC4RZ, EP06Z, EPCBRZ; EPC8Z, Post Cap SSTS28L 7 SDWS22300De: SOWS224001)0; SDWS22500DB, SDWS2260oDB, SDWS22800DB, :Strong -Drive SOWSTIM8ER Screw (Exterior Grade) Li EPC8RZ SDWS221000DB Sea # Product Model, Number or Name Product Description 21 PPB44-4Z; PPB44-6Z Post ease 8 SDWS22312DBB,. SOWS22512OBB .Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector /11 V. 22 RPBZ Retrofit Post Base FL#13872-114 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FC649.5, FC84115 Bypass Framing Fixed -Clip Connector A•/ U) SDW8271000SS, SDWS2712DOSS 3 FPHSD34S1016, FPHSD3481015, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- � Seq # Product Model, Num bar or Name Product Description 10 SDVVV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws FL#1 66-R5 1 CMST12, CMST14; CMSTCI6, C814, CS116, CSIS, 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 Connector 2 HRS6, HRSB; HRS12, FHA6,FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25 SSC8..25, MSSC2.25, MSSC4.25; MSSC6.25, Steel Stud Connectors Seq # Product Model, Numberor Name Product Description MST148. MSTISO, MST172 S/MST27, S1MST37, S/MST48 MSSC4.25KW MESC6:25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HT520, HTS24, HTS28; HTS30, HTS30C HeavyTvastStraps FL#15363-R3 6 RCKW3, RCKW55, RCKW7.5, RCKW38: RCKW6.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 S0843 5, 30845.5. SCS47.5, SCB49.5, SCB411.5, MISC845.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-e. GH46-8, G H48-6. GH48,8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62.5t97, SCS62-51118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25; MSUBH3.25 Bridging Connector I AS 18, AS 1885, AS I BS6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLMD, GLB7A, GLB76, GL157C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors 5 GLST512, GBLT612, GLBT518, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 LightTwistStraps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MISTA36, ST6215, $T6224, ST9, ST12, ST18, 5T22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping � V 7 HOT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6238 Straps68 mil (14ga) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18 MTS20: MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQiS1016, X01 B1016-4K, XQ181214, XQla12l4-3.5K, XQ78S1224, XQ78B1224-%, #IC-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S/B1.81, SB2.06, S1132.37, S/132.56, SI62.68, 5183.12, St63.56j SIB3.62, SIB4.06, Top Fledge Joist Hangers FL#15730-R4 XQl14S1224, XQ114B1224-2.5K, XQ112SI224,XQI12B1224-2K, X34BI016-5K, XIS1016, XiBIOI6.4K, X181214, X1B1214.3.5K Tapping Screws Q ^1 13 SIB4.12, SI64.28, S/B4.75, S7B5.50 SIBA2,1218, SIBA2.12/1Q S/BA2.12/12, SIBA2.12/14, S/BA4.18/8, S1BA4.18/10, Top Flange Joist Hangers Seq # Product Model. Number or Name Product Description Z W S1BA4.1Wl2, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete z 14 S1H1A Hurricane Tie 2 GAC, GDP, GDPM 50, GDIP M-75, GDPM-100, GDIPS. GW-50, GW 75, GW-100, 0TH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/Hb8B, SIHDIOS, S/HDIOB, S/HD15S, S/HD150 Holdowns 3 PDPA; POPA-K, PDPA MG, PDPAT, PDPAT K, PINW, PINWP, PINWP W, PDPAWL, Powder -actuated fasteners, threaded Studs, and assemblies 16 S/HDU4, SIHDU6, S/HDU9, S1HOU11 Holdowns, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 _J 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1 3 ■ U) —00 > 0 VIIAMI-DADE NUAW-DADECOWn' MM -PR(MUcTC0N=4XSXC-r1M FGT Industries, Inc. PGT Industries. lite. PGT Industries, Inc. 02 2 -q a) C:t- 0 0 0 NOTICE OF ACCEPT-kNCE: EVEDENCE SUBMITTED NOTICt OF ACCEPTANCE: EVII)ENCE SUB71111TED -0 DEPARTWWT 07 REGUATORY AND ECONOMC RESOURCES (RM) Mi=L, Flosi&- 3317-52474 _33MUM A" CODE ADMINISTRAMA Dn-tUON T(786)_;1S-25_W F(71K)115-25,99 NOT ICE OF ACCEPT-AiNCT: EVIDENCE SUBAUTED D. QUIAITFY ASSTETRkNCE (D W C;Y) C-) U) NOTICIE OF ACCIEPT..4AC-E (N20A) 1. -Evidence sabmitted under previous NO -A B. TESTS (condnue4) 1. Miami DadeDepartment of Regulatory and Economic Resources Y-ER)_ =3 co -0 -0 PGTIndustries,limc. 1,070 Technolo&y Drive, A. DRA"TNGS L Mauuf2c1ur&s die drawings and sections. 5. Test mpod on 1) Air ImEftration. Text, per FBC, TAS 202,94 '_%LkTERL1L 2 0 CL North Venice, FL 341275 (Stibmifted under Z% OA Xv. 11-0197 04) 2) Uniform Static Air Pressure Test- per FBC- TAS 202-94 1. CERMCATIONS LL. SCOM 2- Drawing No. 3M-5570.0, titled "Vinyl Sliding Glass Door NOA (i2vi)­', sheets 1. 3) Water Resistance Test, per FBC, TAS 202-94. 1. Not ice of A c crptance No - 1 _"52 8.14 issued to Vision E xtrusion Limited f0f their .0 0 This NOA is beingissuedunder the applicablemles, and regalaticm govetning the ofconstructionmaterials. use - through 21 of 2 1, prepared by manufwturer_dated -110)0 54 54� -%;�ft revision A dated 4) Large Missile Impact Test per FBC. TAS 201,94 'AAILhx� R*M PVC Exterior Extrusions forIfflmdows and Doore-. dated 08,43/15. U) 0 > -0 E 2 documentationgubmittedhas beenreviewed and accepted:�byXfiami-DaJee CounlyRER -Product Control Section to 04105/17, signed and scaled by A- Lynn Miliff- RE. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 09,3a"19. U) a) " L_ OL bev44�dm Miami Dade Qmty and Qthu&-vas-%11= allowiedbythe Authmity lixviugludslctioa (AHJ). 6) Forcfd EWyTest, per FBC_ TAS 202-94 I IL, Notice of Acceptance No. 16-0920�08 Lssued to Vision F_vnision Limited for their -YE Cn co 1.0- C)_ W I - is NO be,vandaftertheexp"fim�datestatedbelow-TheMami-DadeC�ountyNo4w mtro Sec�m Th A sball not B. TESTS gong with marked -up drawings and installation -d iagram of vinyl sliding glass door, prepared 1,000 Tan 2,02 and lighter Shades (Non -White) Rigid PX-C Exterior Eitrusions for U) (In NEami Dade County) an&ot the AIU (in areasolher thanNfiamiDade Clottnay) reserve the rightto have thi5 1 - Test report on 1) Uniform Static Air Pressure Test, per FBC- TAS M244 by Fenestration Testing Lab, Inc., Test,Rq>ort No. Fn 8549, dated 11,106-15, signed and Whdows and Doors", dated 11-108[16. expiring on. l2Q%21_ product.or material tesmdforquahtyawurawepuipcG�es. Ifthis product orniaterialf-ails to pefformin the accepted 2) Large Missile Impact Test per FBC TAS 201-94 scaled by Idaknis Ortega, P. E, . (Test report revised on 12AX4 5 and 02111/16) 3. Notice of Acceptance No- 15-052815 isstted tGN."iSiOU Emmsion, Limited, for their -Brow, manner, the manafactwer win intur the expense of su& testing andthe AlUniny itnmedliatelyrev oke�,�tao dify, o r 3),Cyclic Wind Pressure Loading M FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 a Coated (Painted or Laminated) Whfte Rigid PVC Exterior Extrusions for F, mupend the, use of such product of material withm thewjumdIrtion. RERreservesthen&ttorevokethis alongwithrawked dzawings and instAlation diagram of vinyl diding glass door, prepared -UP 2) Uniform Static Air Ptes=e Test- per FBC, TAS 202-94 Windows and Doors", dated 08113AS. expiring on 093&'19. t acceptancet if it is determimed byNbami-D&ke Co=ty Pf oduct Contral Section that this, product or material fails to � - gned byFenestration Testing Lab, Inc, Test Report No. Fn 9717, dated 11'07,15, si and 3) Water Resistance Test, per FBC, TAS 2022-94 4- Notice ofAcceptauce No- 16-0712,02is�, to ENERGI. Fenestration Sokitiom USA, meet the requirements of the, applimbLe building, code- This produe is approvedas describedherein andhas b,&---u designed to comply with ihe Florida Buildiaj; Code- scaled by Idalmis Ortega, P. E_ (Test report revised on 0211-5,46 and 01'24116) 4) Large Missile- Impact Test per FBC, TAS 201-94 Inc. for their -TA7_N`31D40 and Lighter Shades (Nion-White) Rigid PVC Exterior includingg the lhgL Vekx-Ay Huff icam Zbtr_ Test report on 1) Air Infiltration Tes;L. per.FBC, TAS 202-94 5) Cyclic Wind Pressure Loadingper FBC- TAS 203-94 Extrusions f or VNmdows and Doors" dated 09AS'16- expuang on 02/04i2l. DUSCRIPTIONT: Se ries "547V_770" Viavl Riding GJass Do& (Reinforred) w4o.904 & 1, 350 eorner�_LV.L 2) Unifonn Static Air� Pressure T est, per FBC,,TAS 202-44 gong with marked -up drawings and inA.Ulation diagram oftrinyl sliding gbss door, prepared 5. Notice ofAcceptance No- 1"712.,0-4 issued to EENERGIFenestration Solutions USA, -Bronze 4 .AYPRovAL DoumEN-r. Drawikg No. _MD-5-7P0.0 ReT B, &led "V-m34 Sliding Glass Door NOA (LM)` - sbeft 3) Water Resistance T�tst, per FB C, T-4-S 2702-94- 4) Large Nfissile Impact Test M.FBC, TAS 201,94 by Femtration Testing Lab- Inc-, Test Report No FIL 855t dated l22X4i15_ signed and sealed by Idalmis Ortega, P. E_ (Test f eptfft revised on 02115p,-016) Inc. for their and Lighter Shades of Cap Coated Rigid ?­%�_CExterlor -trusions for V�"mdows and Doors" dated 09/15116- expiring on 04116f'20 ymamffactuv�r.l dated 10105A 5 and last revised on 02,10 1/2 1, signed and sealed by 1 thro* 21 of 2 1, prepmedb- -5 Cyclic Wind Wmaur Loading per FBC, T-AS203-94 7. Tedreport on 1) Uniform Static Air Pressure Test.- per FBC, TAS 202-94 6- Notice of Acceptance No- 16-0712.03 issuedto ENERGI Fenestration Solutions USA, A. Lynn Miller- P-E.. bearing the.Miami-Dade CountvPtodnct Control Rinision statop with the -Notice of 6) Forced Enlry Test, per FBC, TAS* 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc- for ther --Whhe Rigid PVC Exterior ExtrmAons for Windows and Doors- dated Acceptance number andespiration date by the AEmni-Dade C-buny Product Control Section- along with marked -up drawings a�d installation diagram of vinyl sliding glass door, prepared 3) Cyche Wind Presswe Loadingper FBC, TAS X-3-94 0 &q 0 d 7, eViring on, 02�- 8/18. Z AMSTLE L11PACT RATLN,-G- Large and Smal]Xfissfle Impact Resistant by Fen . estration Testing Lab., 'Inc. Test Report No- Fn &546., dated 1 1,106115=, si�d and along with ma&ed-up drawings and installation diagram of vinyl sliding glass; door, prepared T Test reportsNlo(s). l0­W2-792(A), 1"6-MOS27- 535753-09. per ASTNIE-941 Limitations: sealed by Id2buis Ortega� P.'E. (Test rqmxt rmised on OIM4,il 6 and 0211110-016) by Fenestration Testing, Lab., Inc-, Test Report No. FTL 6639 (samples A-1 thru A-22). dated AST-NID1929 and AS110-635. issued by EXOVA toVisionExtiusion for cellulosic 1. See table I (sheet2) and table 2 (sheet ID for apphc&1e SGD unit sizes- dmign pzvsmrts, reinfei-cenamts t)Tes, ghss types,sill, riser, (s" tables B-1 & B�2. sheets, 7-8) &ad anchorlayout sheets reqWrements in 11 thm 16- 3, Test report on I)Air Infiltration Test. per FBC, TA�S 202-94 11? 10, signed and sealed by Jorge A, � Causo, P, E_ (Subjuh a n, der NOA Vv. 11- composite material L Rigt�d White ?V, C, Tin (Nion-wbite) R;gd PVC and.Bromn coated (Painted or laraw ted)whiteRipdFVCtbbe 2) Uniform Static .4k Pressure Test, per FBC, TAS 202-94 010 (Stj b at itted an der .810-4 N o. 11-010 7 04) labeled per referencedNOA's, reqi�remeds. 3) Water Resistance Test- per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC- TAS 202-9-4 S. Notice ofAcceptance No. 14-0916.11 issued to Kuraray America.. Inc. for their 3 � Egress operable doors mmt comply with min clear width or he�ghtper FBC re Tiiremeut as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air.Pressure Test, per FBC, TAS "702-94 "Sean-%-Gla vt,(Clear and White) Inwlayei", expiring on 07/04/18. 4. Poclze t walls under se parate approval, to b e re Turieved by Buildme, o ffic ial -5) Cyclic Ulind Pressure Loading per FBC, TAS 203-94 3) Water Rffist2ncxe Test, per FBC, TAS 202-94- 9. Notic e of zk c ceptance N o. 16-111 77. 0 1 issued t o Kuraray, Americ a. I ac - fc T� th& L.AZELING: Each unit shall bear a permanent label, with the in cturer's name or logo- city. state and series aM 6) Foired Entry Test, pet FBC, TAS 4) Iarge NlLssile Impact Test perFBC, TAS 201-94 111trackar. Clear and Color PVB lnterlayers7, expir� on 07108/19. fbllowing statement. `Nfiami-Dade County Woduct ContrdlApWoved", noted herein. alongwith 5-) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 PCENEWAL of this NOAshall be considered after a remevol applicatim has been filed and there has befnno, by Fe=M-ation Testing Lab, Inc,, Test Report No- IFTL 85ri. dated 12104115, signed and 6) F�rced� Entry Te-st. per FBC, TAS 292-94 F. STATEAil[ENTS chan, applicable buildiiq codenegati'Vely affecting the perfarmance ofthis product- in the ?I s�aled by Idalmis Ortegk P. E � (Test report revised on 02115' 6) along with marked -up drawings and inst2liation diagram of vinyl slidi glassdoor,prepared - Mg- L Statement letter ofconfdrmanm with FBC--.-,dl Edition (2014) and FBC-6o`Edi-don -20171 _A� TFRAM�AIION of this NOA will oc curaf ler the m- pui-atibn date or if th eiti hasbeem a mi�ion or dunge nil th e i1ftzion Test, per F15C- T-AS 292 4- Test t-eport en 1) Air-Inft 44 by Fenestration Testing Lab, Inc- Test Report No- Fn 6337 (&mr,$es; A- I tbru A-5). dated issued by manufacturer, dated OW141-17, s d &,sealed by Lym Millm P�E_ igne materials, use. an&'or ma;nx&ctw* of the pwduct or ptoce-m- lyfisuse- of this _N0A as an endof -senwa of anyproduct, 2) Unifonn Static Air, Pressure Test, � per FBC-_ IAS 202-94 KtO6/10, signed and sealed bry Jorge A- Causo, P. E. (S7hbmkte,4 under NO-4 No. 11- Statement letter of no financial interest dated 0411 &17, is� by mamfacturer, signed fbxsales, advertising or any otherpuqx)ws shall automahe ally terminate this NOA. Failure to, cotWly with any 3) Water Resis=ce Test., per FBC. TAS 202-94 sealed by Lynn Miller-P.E.. sectionofthisN I OAshallbe emisefort-rninsfimand:remov-atofNOA- 4) Lafge MLs-tikk 02c Test perFBC, TAS 201,94 1 Letter of 1�b compliance, part of the above test reports. ALDXTRTISUMEXT.� The NOArrunlwprecededby the uvrdss Ifmmi-Dade Coumly- Florida, and folkwedbythe 5) Cyclic Wind Presstur Load perFBC-TAS-)03-94 Mg C. C.A L CL7 LATIONS 4. RER_ Test Proposal No. 17-0387- dated 05J05tl 7, s4med by Ishaq Chanda. P.E.. expiration date maybe diWbyed in advvrtising Wrataxe. If anypostion of the NOAIS display�ed, then it shall be y Test, per FBC, 1AS 202-94 6) Forced EaW 1- Anchor verification cale-uhtions and sttuctml analy, sm,complyiriff with FBC-2014, done im its entirety. abng, with marked -up drawmgs and installation dugram. of vinyl sbdmg glass door prepared prepared by PGT_ dated 12Z94 5and last revised on 02,115116, kgaed and sealed ky G. OrHER LN'SPEC-FIO'N: A copy D IF this eatire NOA shall be pio-aded to the u-my by1he mamifactumr or its di,& ft-tors and bv Fenestration Testing Lab� Inc-, Test Rqyxt No. FTL &SU. dated 1104/15- signed and AnlhonyL Miller, P.E. (SubmNed zmderN,0_4A'a. 15-1210-01). 1 . Notice of Acceptance No. 1-5-1211-0.0L issued to PGT Industnes, forth& Series �ha U be a v ai I able for insp ecti an a t th e j obsite a t ifie request a f the Buil d iag Of 56 a 1. sealed by Idalmis Ortega, P. E (Test report revised on: 0 1 it+'l 6 and 011 l/ 1 6)� 21, Glazing complies with ASTME-1.300-09- - "15570127 -y SNing Glass, Door (Rebtf orced) - LMI I" eqiring on 04/14,21 F 70" Vin. I This NOA r eT, ises & rene-.n,N-OA # 20-0429.05 and consLtts of this nap I and eiidence pages E- 1. E-2- E-3. E-4. C% a E-5 & E-6 as well. as approval document memoned above- hkiqT. Ckrkath. RE, khatj,L Chinda,, P.E. 17 ILI 4;- I-Aaq 1. CIMM&R, P-T . C_ M C_:? C', Thestbmitted docunienta6m was mviewed by Ishaq L Cbanda, PX. Produc I Control Umit Supe M_'Sor Product Condral Unit Super'nser Produelt Control Unit SuperTicar CZ Q_ NO. 21-0209-A3 NOkNo� 21-0295.0.3 NOA No. !1-0105.03 < tn .= WMV0%QA"C0Uk__TY_M 1026 E*rxtion Datei April 14,' Expiration Daki,Aprd 14,2,026 ExprationDatet A VH 14.2,026 ExpiratiGn Daft� April 14, 1,026 7 -< 1-4 Appraval Date.-Ilklarek Z5, 2021 Approvail Date, March'.Z.:%, 162, 1 Approval Dam March -15, 11111 Apprmtf I Date- Uirch 25, 21021 page I E -:2 E -3, E W E L) PGT hulustrie%, Ini. CGII Windows and Doers, Inc. PGT Industriesjuc. N 01 ICE OF AC CIEP I-ALIN CE: EVIDENTC E SUB X11T TED NOTICE OF ACCEPTXNCE: EX71I)ENT-f-E SUB3�HTTTD NOTICE OF ACCEPTXNCT': EVM,ENCT SU-BAHT 2. E-vidence Submitted under previous submittal E. KXTERIAL CERTIFjCjkTj0_NS (continue) 3. New- Evidence Submitted 5 'g withASTMC518 Mmmial Conductivity 5. Quanex Part Super Spacer Standard complyin A. DKALIATNGS 0.881 DIU-iAl hr.-fF--F, AS W. F 1249 VMR_-Pass, ASrM'D3985'0xy-gen-?ass, AsIME A. DRAXATiGS 1. DrawingNo. AID-5-5770.0 Rev& titled "Vinyl Slidikg Glass Door NOA sbmts 2190 I.G_ Durability -No Fog -Pass. (Subitiftled imderprevions 2VO-4 tM& 15-8409. 05� 1. Drandng No-INED-5570.0 ReYB, titled�'Vinyl Sliding GlassDoorN0A (INT_ sheets I I through 21 of 2 11 prepared by manufacturer. dated 10,05115 and last revised on throug 0 1- &h 21 of2l., prepared by mantifacturer, dated W05/1 5and last rn on 2;0 1 i2l 04,1_22i20, signed and sealed by A- Lynn Miller, P�E_ 6. Qua= Pail Durase conVlymg with ASTM C519. Thermal Conductii* 2." BTU-Mf 1434, Argon Peumeance-Pass, E , signed and sealed bv, A- Lynn Miller, P.E. hr -f r­`F, ASI M F 1249 WIVIR-Pass, ASLM D L -A_S1M Note- This revision cmsists replacemmt of same emstmg installation screw with flat head - B. TESTS f 2189 1,G. Durability -No Fog. ASTNI E 546 D Point )CIVIDPIUMt -2CrF in U- hts- 1. Test reports on: 1).Air InEwtion,Test, per FBC, T-AS 2,02-194 (Subiry-fted under NO-4 IV& 15-0469.0-T). B. TESTS 2) Uniform StaTic Air PressureTest- Load' perFBC,TALS202-94 Mg 7- Vision ExtzmxYns_ Ltd- Parts comp4ingg with PVC-AAMA 303-13, Vohmfary Specification 1 'Nonit- - 3) Water Resistance Test, per FBC. TAS 202-94 for %gid Polyvmyl Chloride (PVC) Exterior Profiks for Vs= Extrusions, Ltd_­VEX-1 by 1. 4) Large Missile Impact Test per FBC. T-AS 201-94 A-kNIAFenestratwaExteno.rPtofdeCert&c,atmnPmgram(Sub)ytjnednjider.,NO4No IS- C. CALCITIFATIONS F 5) Cyclic Ulmd Piessure Loadingper FBC, TAS 203-94 0409.V) L, NonE_ along with marked -up draw ings and inaallation diagram of all PGT Industries, Inc 9- Vismi F_xtrusicus, Ltd. Parts complymbg with PVC-AAN,1A 303 -13 representative units listed below and tested to qualify Dowsil. 791 and Dowsfi 983 silicones, Oubmrified under X0.4 JV& 15-009.05) D. QU!.ALrff ASSUFLUNCE prepared by Fmmtratiou Testing LaboTatory Inc.- Test Reports No.: 9- PVC-AAMA 303-13, Voluntary Specif icatm for Rigid Polyvinyl ClLkade TITC) Exterm Profiles for Vision, ExtruSims., Ltd--VEK-1 by AAMA Ftnestration. Exterior Proffie 1. Miami -Dade Department of Regulatory ad Economic Resources (RER). FTL-7897, PGT PW55 20 PVC Fixed Window (unid 6 in, proposal), dated 09,103/14 U) FTL-20-1107.1, PGT SGD780 Aluminim Sliding Glass Door (unit 7 in proposa� F-I-L-20- Certification. Program- 2107.2, PGT CA740 Akan- Outswing Casement Window (unit 8 in proposal) FTL_2o- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E. XLkTERLAiL CERTIRCATIONS. 2107.3, PGT PW76120A Alumium Fixed W- indow (unit 9 ia proposal) andFTL-20-2.167A. their -Tan 30-41) & light shade (non -white) 1AT19te Rigid PVC Exterior Exh-usions for L Notice, ofAcceptance. No. 19A305.02 issued toKuraray America, Inc. fortheir > PGT PW76120A Alumizum, Fixed Window (unit 10 inproposal) dated 071131'210, all si�gned W, indaws and Doors". oqxriag on 02�04)21 - "Trosffoft Ultrackear, Clear, and Color PVB Glass luterhyers", expiring on OT08P24- Co 0 and scaled by Idalmis Oiti�ga, P�E_ 11. Notice of Acceptance No. 18-0122.02 issued to EnErgi Fenestration Solution, USA. Inc, for 2. Notice ofAcceptance No. 177-080&02 issued to Kuraray America, litc. for their > L_ C:L their se mis "White Rigid PVC Exterior Ext*uswins for Windows and'Doori'_ expiring on *1Senh7Gla&S (Clear and White) Glass Interlayers"_ expiring on 07104f235- 0_ C. CALCULATIONS '76 912K1 3- Notice, of Acceptance No. 18-1106.10 issued ToVision'Extrusim Limited for tb&'Srowu 0 1. Anchor verification cak-Wations and structural analysm complying with TBC 12- NI-oficeof Acceptance No� 2"203.03 issuedto, Energi Fenestrafion:&-olut� USA, Inc. fbT Coated(Painted or Laminated) NAlke Rigid PITCEsterior Finudons; for Windows prepared by mi Edition (2020)� dated W-120, ant cturr- signed. and sealed'by -Bronze & light shade cap 'coated White Ri PtC Exterior Extrusions, for their gid audDoors" expiringonO930.124. AmthonyLymNMer, P_E_ Windows and Doors-� eViring on 0446.,*25- 4- Notice- ceptaaccNo� 18-1106.11 issacdToVigion Extrusions Limited fortheirseries ofAc 7 Glazing complies writh ASTM E 1300-04,-09, -12 and -16. "XT- 1000 Tan 202 and lighter shades ff�� Rigid Cellular PVC Exterior D. QUALTTY ASST-TRAN-NiCE F. STATE_&JIINTS Extrusions for Windows and-Doors7- vqyiring on 112-9421. 0 Miami -Dade Department of Regulatory.W amomic Resources, OUR)., 1. Statement letter of conformance to FBC 711 Edition (2020), dated 04,22120- issued by CL manufacturer, signed and sealed b y Anthony Lynn Millm P F. SEATEXILNTS E. 31ATERLAL CERTIF ICATIONS 2. Statement letter of no financial interest and of independent- issued by manufacturer. dated L Staterrient letter of conformance to YBC 71 Edi&n (27020), dated 01001211. issued by (1) L Notice of Acceptance No. 19-0305.02 issued to Kul-aray Ameflca, Inc. for.their 04/1 V-20, signed and waled by -Anthony Lymn Miller, P E - manufaeftm, signed and sealed by �Aathony Lynn Miller, P.E_ U) PVB Glass Int "Trosifolt Ultraclear. Clear,, and Color erlayers7_ expuing on 3. Pthwe Labelkg Agreement document 6etweeii PGT. dated 0330115 and signed by all 2- Pmate Labeling Agreement dated 03�)&,'21 between PGT ltdustnes- Inc. and CGI GTU8024- involved parties, Windows and Doors Inc-, signed by Dew M Ruadc� P.E., V-P. Entgine�. on behalf of M Notice of Acceptance No. 17-0808.02 is ica Inc-fof their -mwd to Kuraray Amei , bothccarpanies. ".SentryGlast (Clear and'"Wre) Glass Interia-ven". expidw on 07,iO4121 G. OTBERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for th& '%like L TWNGAre-+tesNO.t#17-0420.06fPVrwC Gl) and updates to FBC,2020 (7*Editlon), G. OTHERS —0 "'Brown Coated (Painted, or Laminated) RWd PX7C Exterior Extrumons expiring 04fl-L121- 1- Mlis NOA revises & renews IN-0A.10 20-0429M (PLA w/CGI), �expihng W1+26. for Wistdows and Doers". cxDiriw on 093&24_ 2- RE K Tt& proposals #19-1155 dated 01110.220 approved by Ishaq L Chancla, P_E_ expiring 2. 'Ihe cunmt associated 1YLk CGI file #21-620-5.01, expiring 04/14126. L_ CU 4., Notice ofAcceptance No. 18-A06.11 issu�- toVision Extnv4mLimited fortheir 04114CL Uj series "VE 1400 Tan 202, and fi &er shades (Non -White) Rigid Cellular PVC Exterior ExtrasMs for'W'hidows and Door!�'. expiring on 12)29121. < (3) I*aq L ckau,&, PY-., I*xq 1. Chauda., rZ. IshattL annam, P.E. Pmdurt Cloutral Ukk Supenlisor Product Control Unit Supervisor Z Product Control Unit -Suptr-t" 'N_-0A No. 11-02-65' ' 03 NOA No. 21-0205.03, < 1S70A lia. 21-01.05,03 Expiration Date., Apri]14,20:6 ExpiratiouDate: Apri'114.102� ExpirationDatet April 14,1026 Approval Da tv-, March 25,, .1021 Approval Daq*-Xfar,-'1L 15,2r.l .pproyal Dat Marck !-.-, 202 1 E __4 E 4 SHEET NO. March 6, 2023 PA 1.4 O O C_ U) —Cu Cl) > c- 11411AMI-DADE MIA -DAME COUNTY OF 0 L_ C _0 0- 0 PRODUCT CONTROL SECTION Cast -Crete USALLC Cast -Crete USA, LLC Cast -Crete USA. LLC /--V� PRODUC [,M'AL&NnQN-��ILL 2 eRQDJLCT-EyAJLUAT= urm NO, 10.0,721,01 3 Z 11LIEC011 TILLFT TESTING Q ENGINEERING COMPANY 2.2. TIES R PORTS; 6. MATERIAL CHARACTERISTICS AND MWICATIONS: WATTRR A. TXLIT JR,,.?.F. -,-----. — tEtCCID@ad.COM Large missile Impact and fatigue ]Dad tests were Performed under Protocols TAS Shall be strictly in acoordance with General Notes and Components indicated on . YL ED, Li -No 44117 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing .­ C-U-N,,M)6719 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 Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09il 8/1996, 26, of Product Evaluation Document (P,E,D.). drawing No� 20-176, PRODUCTEMA LUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing 32 dated 04116/1998 and * 2126 dated 1010511 998 witnessed by Gilbert Diamond, P.E. and Report No. 7.-LIMITATIONS AND CONDITIONS__Of USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largesspada, RE and Henry Hattem, P.E. 7-1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QIC Metallurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 PRODUCT CATEGORY� Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc., and signed and sealed by Walter A, Tillit, Jr, P.E. PRODUCT SUR-CATEGORY: Storm Panels 2AS R CTURALENGI EERINGCA,L!;UL&110ft 7.2. Product may be installed within HIGH VELOCIT� HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on -section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Ir length based on rational and comparative analysis, and in accordance with 7.3. Product shal I only be installed Into poured concrete,concrete block, and n 4800 SX, 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, wood frame structures. Davie, Florida33314 dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. 1, PURPOSE OF EVAALUATI N; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report issued by Walter A. 71111t, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0005719). ID # 1906) to the Globall Protection Products, LLG, Rule Chaplet No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. N - LOADS ,I%%lI0tIIfN#", -I, il N. T1Q;;0A,, Professional Regulation. --ND -RESMTAN -U— 20 Gage Galvanized Steel Storm . Panel has been verified to sustain wind ,,,,,,��?, N , I.- ....... ,/;,. , -V � �, L . �p I� Sl�.-`,,AENO$'%.. 1� This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15, , -- --- S� .." ' % S 44167 t 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. ,�---7t�-- -- . S ­7' I * = 1*1­ * - Florida Building Code, and to verify that the product 1 at least equivafentlo that required by the Code. s 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 216, of Product Evol ustion Docul merit (P.E. M), , a �",%if,Z, -:*: I OF ': $ - -­ , . , Z0,M--o,'% STATE ..65- �, drawing No. 20076. "" I 1-�?%,- �ITORIIP ..'Y$�"? i e.,. " - . .... O,e *,­,',,`j1,6 This Product Evaluation Report shall be subject to review and revision in case of INSTALLATION- � AIL �#,,O ,I)I6,111111111WO 1 a Building Code (tange that may affect Its limitations and conditions . Installation shall be performed strictly in accordance With details indicated on WATO�L 2, EVIDENCE SUBMITTED; sheets 3 thru 7, 10 thru 20,23, 24 and 26 of 26, of Product Evaluation Document D71 TILTECO ADMON RECORDS � P. E. REPORT-20 k GLOBAL, PROTECTION PRODUCTS, LLC � 20 GAGE 2,1, PRODUC � T EVALUA�TI-0�N--DID4ZL[M-F-N-T-(P.E.D.)p (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANJZEDSTEFI STORM PANELk DRWG * M176 \REPORT It"28.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document sheets I thru 26 of 26 prepared by Titteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P�E,; dated OW28/2020� This drawing Is an integral part O Evaluation Report, %I01,40"'S"', 'k% filliffio" '"I T14 � A, rQ'�N, 11 - /,,� IX, � �., 4'N. .,x, - '�p !". .1 , , - , I .. .... , , ". . i ", - . , I� 1 ,�� .. . ,/ � , f,p s::J� .-`\y�ENSe .. � l� _ --­ ��: -- ,�'. I , ", , � -- - .. ' '�� - .. -- - - 1. - -Z No, % - z 167 I �- �9 1, .. S -�- f�- %. 1 ,,-)-,-A , .-,44167 - - -_ ____ ­ -- --- - ­ . = / = ... = *" � � - , , " � . , :A :: I -�;;77 I,, �- � I * ,' , - I . '* a 2 , �,-KTI I. " . -- ­1 IS1 -� -. . "' : ,;� � , 'O" - , / / 5k -q:v STATE OF ,�',%-Jf - , .%"... ,I� ,Ik�. 40pinil, �-, , ,� ". �, S1, ' 0 . ...... . ­ ' .,. 11 - I �­­ AL 63i5 N.W. 36th Street, Suite 305, Miami, FlaTida 33166 - Phone: (305) 871-1530, . N;410 � .. 0 "'I 4 lim,11% T , LI i I 4i - GENEB& : 01) IN CASE THAT PRECAST TRINIE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE D" FOR I I - � -- EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCTURF MIND SUCH PANELS. ' STORM PANEL SRDW& ON THIS PRODUCT EVALUAT*M DOCUMENT (PEDI) HAS BEEN VERI'TIM FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0J) AND IN E12). ACCORDANCE W" THE 2020 (714, ,DMON) OF PHE FLORIDA BUILDING CODE, � ia-WA-014: (C) !1iV%* TAFIV "a By I TIW SUILCul INC, DESIGN WIND WADS SHALL BE DETERMINED AS PEA SECION 1620 OF THE ASOVE MENTIONED CODE, FOR A WIND SPEW 4 REQUIRED By 714E 4AL50CMN WHERE THESE SHUTTERS WIU BE INVALLID AMC - #t4-10 PANELIATC FEW" 40 AND PANELMATE PLUS ANCHORS , AS MANUfTACT101M W ELCIT CONSTRUCTION PROOLKIS MR Ok DRECTJW� FACTOR Kd-&Is!,- USING ASCE 7- 1 6 AND SHALL NOT EXCEED THE MANIMUM (A,S O) - 1141# LAO SCRE-ft PER mo.S� OMON PMWK RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 16, T2 A 20� - 7114*10 T Ve WOOD WSKNO, AS tTSTRIOUTED BY ALL POINT $TPEN, BOLT A, -SPECIALTY C)� IN ORDER TO VERTY THE ABOVE CONDITIOM, U�TIMNFE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 WUL BE FIRST RIDUM TO kS-O. MICK WINQ LOADS V MULTIPLYING THEM BY 0 6 IN OWN M IT I 'I MINIMUM THREADED PONCTRAMN INTO WOOD QF TMICON ANCHORS SHALL BE 1 1/2� AND, 2' MR ELCO PANCOATE PLUS COMAUlt THISSF W1 IMAX- (A5,C) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 -THRU 1',% I*, 1%. Ili- 14 & �'O Am PARaMAU: FEMALE A1 IN ORDER TO VOWY THAT ANCHORS ON TNIS IT E-O AS TESTED WERE NUT OVER VFRESSEEI. A XX INCREASE IN ALLOWABLE C,2) MINIMUM 74REAVEO PENETRATION OF LAO SCREW, INTO 14C WOOD FRAME LIMIT SIANU, BE ' t/2� NO "TADED PCNEMUON INTO ISrUCCO SHAiL BE CONSIDMD AS PART OF THE REiALAREll THREADED PENCITIATION STRESS FOR WIND LOWS WAS SM USIEO IN THEIR ANALYSIS, FASTENERS SPAOTNC to WOUTI RAS MEN DETERMINED IN ACCORDANCE WITH NJLS1 Will, C 3) MINIMUM WOE DISTANCE OF LAC SCREWS. INTO WOOD SRX1A. BE AS 44DICATED IN THIS ORIWANC S70RM PANW5 ADEOLMICY FOR IMPACT AND WIND MISTAKE RAS BEEN VERIFIED IN ACCORDANCE WYM SECTION 1626 OF THE ASM MENTIONED CODE ASS PER HURRICANE ENCINEER14C & TESMNG INC REPORTS 96-569. W-570 & 96-TZD Ann C 4) MINIMUM PERE-MATION OF WOOD BUSHING SHALL BE 5/8- 114- 0-210 SCREWS USED 94ALI OFF 1 $/2- LONG MINIMUM FEWSTFATION TESTING LAO WC � REPORTS 12032 & #2126 , AS PROTOCOLS TAS-20% TAS-207 AND TAS-203. SHOULD STUCCO EXIST AMC 1* MINIMUM FOR WALLS WITH NO STUCCO. AS INCU AS AMEFOCAN HST LAS OF SOUTH FLORIDA REPORT #0219.01-09, AS PER TAS 201, TAS 207 AND TAS 203 YDINDAMS C5) IN CASE THAT PRECAST BMW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOO BOARDS BE FOONO ON THE EXISTING WALL MONORS SHALL BE LONG ENOUCH TO REACH THE MAN STRUCTURE OCHK SUCH PAWLS, 2, ALL ALUMINUM EXTRUSIONS TO BE 0053-16 ALLaf AND TEMPER� (UHUSE OTHERNISIL NOTED) SEE SHEET Z ANCHORAGE Shfio. M AS MEW TONED IN C. 1). C,2) & C 4) I ALL ALUMINUM SHEET METAL OSED AT CLOSURES SHALL HAVE 3105-HI4 AUDY- (0) ANCHORS 54�4- BE IRSTALUS) FOLLOWING ALL OF THE RECOWNfHWONS AND SPECIFICATIONS OF THE ANCHOR-$ MANUFACIURETI A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCY�JRAL QUALIT, STtO­ AST,y A-5-1,i GRADE SO W"ANIUM, G-60 OA�VANJEM SIM DESIGNATION WM� S&3 w (AFTER ROLLED). 6 PANELS MAY AM BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THRO4,CH 10 (SHEETS I I"ROUCH 6) EXCEPT THAJ W-9)ERS- (M &a SHALL NOT BE USED 5. ALL -SCREWS TO BE STAINLESS 1TED, 304 OR ,I16 ASI SI OR CORROSION RESISTANT COATF-0 CARSON SIM AS PER 9 IT SHALL BE THE RJETBNONFRIOUTY OF THE CONIRACTOR 10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUFERt I' TO BE GIN 50018 W/ !10 �Zi YIELD STRENGTH AND 90 "I TENSILE STREM74 III SHALL. COMPLY W/ FLORIDA BUILDING CODE SECTION EAT, i�3.41 ATTACHED TO INSURE 09" ANCHORAGE, THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME LAMOING11 6 BOLTS TO BE ASIM A-JO7 DALVANTM STEEL, OR AISI 304 SERIES STAINLESS GJEEL WITH m k. NFNIWjw �ELG SIRENVIA 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER V-8 THROLUR *,'-**, AS PER SECTIONS B, 11. 9 A, 10 AND ALTERNATIVES OW, 1 ANCHORS TO WALL SHALL BE AS FOLLOWS, SW 2 HOW ON SHEETS t, 6 & * RESPEETIVELl'. SHALL Hi" A LWASUE AND READILY VISIBLE MQNKW0 INSTRUCTING OWNER 09 TENANT TO SECURE PAWLS WITIJ, APPLICABLE REINFORCEMENT 00114 PERIOD$ OF HURRICkNE! WARNING (A) !Q­P-15 11 THE INSTAUATION COWIRACOR * 10 SeAL/CAUL A41 SHUTTER COMPONENT EDGES WHICH qVIAMN IN CONTINUOUS CONTACT OITH K /4 MANUrACI URFO W i.T.W ROLM.. INC (9,,, V­3IR2 piIQ THE BUILDING TO PMENT "NEI/fAIN lNIftSON, - ;/4' 0 � 7/8' MA -A WAQRS, AS MANUFACTURED BY DEWALT INC, 04,14. 1'.-3000 pi,,� - /A'o I, ,114* SOOD-SET NNCT,IORS� AS D15THRIUTED 51 ALL POINT SCREW. SOLT ,A� SPEIIALTY CC, 12 STORM PAMEL %VA;1AaUN SHALL COMPLY WITH SPECS INEXATE0 IN INS. OAAWPIG PLUS ANT WU)IND AND ZONING REGULATIONS (MI` 1'­3001) piij,) PROVIDED By THE JUAiWICTION WHERE PERMIT IS APPLIED TO - 014-10 P,AWIMAri FEMALE .0 A, I`AWLMATE PUT- ANCHORS, AS MANUFACTURED BY ROD CONSTRUCTION �,RaOUM­ 13 Ul) THIS PRODUCT EVALUATION DOCUMENT (91 0,) PREPARED By THIS ENGINEER 15 GENERIC AND GOES NOT PROMOE, THI ORMOITICII �'W t'-3350 P.0 VLV A SHE SPECIFIC PMXWCT� I- WHEW THE SITE CONDITIONS DEVIATE FROM THE AF O - ,/, �O CF TAP-OMP ANCHORS,. AS MANUFACTURED By TIRV-FA57, CORPORATION (t'CY0600 P-) A 1) MI IMUM EMSELIKENT OF TAFWON ANCHORS INTO POURED CONCRETE SHALL BE I 4/4' 2* FOR PANfLNA7IE QMALE HIT CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATiOR INCLuErso LIFE WETY OF THIS PIRODUCT N BASED ON THIS EEO. PROMED NE,/SHE DOES NOT UEMATE MOM THE GOilowks; DETAILED ON THIS DOCUMENT H) AND PAWMWE PLUS AND I 1/4* FOR CIF TAP -GRIP ANCNORS CONSTRUCTION, SAFETY AT SITE IS THE CONTRACTOR'S RESPONSMIl�- A2) CALK -IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 118* INTO THE POURED CONCRETE NO EMBEDMENT INTO AC) THIS PRODUCT EVALUX-.(ON DOCUMENT WILL BE CONSIDERED IWAUD if MODIFIED STUCCO SHALL BE PERWITED 1/4' 0-20 SCREWS USED SH� SE I 1/2' LONG MjNIVUM SHOULD STUCCO "-IS'., NO I" MININIUM FOR WALLS WITHI NO STUCCO. 90 MAY eF HEADED SCREWS OR, ALi THREADED SCREWS W/o HEAD. 16) SITE SPEFC I'ROJEC75 SHALL SE PREPARED By A FLORIDA REGISTERED EIQKt� OR ARCHITECT WHICH WILL BECOME THE 901 W`TN WING MU17S ENGINEER OF RECORD I!EVAR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENG01OFFIT OF RECORD. ACTINIC AS A DELEGATES ENGINED TO THE A 5) IN CAR THAT PRECAST STORE. PRECAST CONCRETE PANELS. PAVM STUCCO OR WOOD BOARDS BE �OUND ON THE PET) ENGINEER. $RML SUBMIT TO THIS LATTER THE VTE SPECIFIC nRAWJ,NC­, TOP RpAEW. "iVINC WALL OR PLOOR. ANCAORS SHALL BE LON, ENOUGH TO WAC14 THE MAIN STRUCTURE BEHIND, SUCH PANELS ANCOORACE SHALL BE AS MENTIONED IN A,I) AND ON &2) (e) THIS P�EO, SHIILL BEAR THE DATE AND GRONAL SEAL AMU SIGNATURE Of THE PROFI ENQUEER OF RECORD THAT PREPARED IT (9) "I EVETTINC CfiE1E,-A,0LN-XAJL-6SiV­,1 - ­1-0 - TAP" Aw"Dits AS MMUFACIVRED BY I T IN 8ULDEX, INC I4 SHUTTER NINRUFACTURER'S LABEL SHALL BE LOCATED ON A ROADILV VISIBLE LOCATION AT STORM 1�1' 00 - I , PANEL SHVroR IN ACCORVANCE, WITH SECTION 170Q.9.3 OF FLORIDA OVILDING CODE, ONE TABS. � 7/8' GAUi_TN ANCHORS AS MANUFACTURED fif DEWALT INC, (Wif, t',­15110 p­,� SML BE PLACED FoR EVERY OPENING, LARDING TO COMPLY WRH SECTION 170,04 OF THE � i/4*0 A 3/4" 'VJO-SVT ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECALlY CO, FILORGIA BUILDING CODE (" 4'�Jftp ,,,,j,) - J114- 'a FARELMATE f9M! R) AND VIANELUATE PLUS ANCIVIS, AS MANUFACTURED BY UZO CnWFHUci*" ! i C PROM TS (MIN ?'-2071 P'..I) ""IHIII-00114h I .A,;� - 1/4' 0 CP TAP-CATP ANCHROPS. AS VANUFACTURFD BY TRU-FAST CORPORATION � : , .I.%,- �- Tlq�%,. S - , ;., " " .­ I ,,:O, " O t) MINSAW EMBEWOn OT TAPCON AN�HQFI% ELCO PAWLYATES AND Or rAP-OPE, ANCHOR, IWO NIL COHIAW.-.1, A - � FLORIDA BUWN142 CODE (High yeloolty H. lcone Zone) z7 .1 � ` OLf" OUT SHAU­ BE I 1/4'. . lle� . , 1?, .2- "I'M W� 20 CAGE GALVANIZED STEEL STORM PANEL TF Z �' ---. NO 4 -- 8.2) CALK -IN & SOUD-5ET ANCHORS SHALL BE EMBEDDEO 7/8' INTO THE CONGREFE 8`,QCK U11FT NO CMDO * 1157 I -- — - - INTO STUCCO�SIIALL TIE PFRUCIIIED �/,& -20 SCREWS USED $R BE T 1/2- LONG I �CO . E --- / . /141M � I - 0 ALL 4"MU4 SHOUIEV A , .. rltIST. AND I MINMUM FOR WALLS WITH NO STUCrO. . - -- - - ­. ­ ..,- �T, \ CLOML PROTECTION PRODUCTS, LLC. - ". allt, S- I'- STAP OF '-* I/ 11L 0114C I E C . . . - S, ­CF, . . Z - OMAL 'L =14 % 0" : �a Trwrim & , I , - -,� . 1�. �o­ ION , I .��.. - .1 . FNQNE (`K`i`)MW­1-K1 FAA (�)ol*­snl, 01, -, �C- .. -Yl�­�z 20-176 I ""' ­ i - - -", ........ '. A . -, A- ��,p �=.=,. . - 0AA,AM, ft: K'� ,,��!. , N� !�11*1­-Lr_lt .A.'r - ".. P E I !!i - I "", - SKIX` I - . ..... � '100" �a. , -­ I A I - I - I .�� I.., — I I lNgALLMION DETAILS EOR REgULAR PANELS(l) & 4A —1 INIQ EXI[STING E!QURED CONCRETE OR CQN99EIE BLOCK STRUCTURES . .,a. COICAM ANCHUR!, - M.- Le RN , ,Muw Ili CONCRETE ANCHORS, (SIX SCHEDULE OtI --'\ SHIM a THROOP, 91 S' �-, �,: CDWC.ETE ANCHORS -1 \ (SEE SCIRM" olI­ , - - -- - - I - -- - , - - 7 -"- "' i�� I � - --i 4-1 I- �a I h � I - -- /i* ..- 1/4, %,__E,D_ "--fO - I EXISTING POURED . -1 i Ca"77 7r7r,­ � -­ I, .-, -� .I - , ­-, 1 'r - � . 1'11� 4Z�11� "� i­-T�-J 1--� '�� --( ism ScHoKAi: all --A �� I 9=m,�u�, , --z�` I -U4 , ,�) , � - - MI- -, jjm� -, - — . — .) � ­ I I - i 1,� wwp ./, �� " ,I 1 ­�4 �! -1, * WN. - - - ( ­ - I, `E: ­9� Mlmllzrn F­ , i - - i " 1 -- --- _J �� 'I", �� MG!t­­; -- --T -T i - ,/., ; - IQA0I` ; N I I I i I - " � ---.,--, r �F�� f,,��r --I I -- t - ---.-----, 4 , ­11 �- EXISTIRC FOLRE ED.. , I I - I I i a I " 1��, � I ;7-F1- S C04CRM REOUMED � ::: -, 1 2 -,­ I I � f 30 EXISTING POURED -11 N� ­4 . � E'C, . , , 114 , QI", � � I �� �� i 1-1 - , ­1 11 " 0- � - " , - �,,,,".,s i I ; i " t � . RECIARVIJ �, � � I COMMM I ": I 3-1 �T I ,­ � �, � N � � I %., ,,�, � I I 1 � g � , , � " , . W.-M -- , ', , �� , -, 0. ­-, ��� I . ", 1 �14= �,­�,:*-�L�L,��J ; 6 I I -,� W� r I 1 '(i) ,� SAC SCKVAL INAI "a" 0 t - [ -,of WiN wen 0 g 1 E,KRY Sno ; 1 12 ,P* 04 : " ,/r at, 1 ;- I- I -I," ., %Pw" . "*W I V .1m 1 I I I '! % SIM a � � ON a - I 0! I ,�',.q ,j ., I 0 =--I f TOP � - ­ , C, , IN To VIA, i I . � , - , I ; i, -- - , , I - I .. .... J �,`� -, - - -, -- b? I - - -1 V I I i I 9 lil i ; '� = --- � - ­ I . =,---� � i - i i ; � ! i : � I , -,�� -- - - - -- I , �,,.� - I - -- - -­ - 1 4 ; i I I 4 - I i - (D 1 � ,�� , 7- I ­ t77 ; 11 .S� I '� I EXISTING T`OURED Lc ­- CONCRETE OR - ,'; " 2A--a/�- I I !tl i I I 9 . I. I -i - I i i I � � I ---- "Vn � -1 /,Pt. 3 , � 177 4 � 9 I ifIl I I- I I 1 ,�ek­ I 1 I i ZZ., ; i I � I X�"V.�T� i - - -91%11-1. 9 :: . . . . . . ": FIL, - 1. , 1'11'��' ­ I - � �=Vw I �- I �\ - 4 13 Kw- J " I . I , EXISTING POURED ED -1 - I EMSTING -WnD ED - , �' I I &�^i RX. --- L, I I 9 i Iz I ;1 -, CONCRETE BLOCK I e"cv. - ` - I Ii 1/2. a, REQUIRED -1 I � 00, . I I r, l" I " T -- . - ­ ---- � --- -I CONCRETE OR 'N' CRETE OR L'�; -11, F:S, ! CONCRETE BLOCK I CONCRETE BLOCIT --- . � - I -1 . -- -- I - L Z Z �,, - 1 I ------ - " � -� -, --, I ­, ,�- , ,��, --",-�,,��',', `�,-_f ­­ I . REQUIRED. F=;,�:�� .--1 '' , � -1 I � , T­4,� 9w, --- . C* -, I -- ,' - I ". - " � , -,' � 39* � 9sq- ,,',�: �, � , , . � - I" I , 'A � , , I - 1, .,� - , - , , _ ____, l­--4— - . . ,�� -, - , EXISTING POURED �, IV- , CONCRETE - I -, - - - - , - � - - . -" M.Ao, REOUIRED. � I . ;-I* WI., "',-� I t� ­ -iM / - ,�­I �' , , A CONCASIE ANKNOWS -,��-, : __ _4 S' ED INf STUD -- I ).�.(D. '� AM ANCHOR I ------- E -MI .5 I- (SEE Sant" ON - - I I I - I��, ,�� ;6*"` I M61'"W � L�P I a -�41 M1,.1%.�,!0- I I ': ANCHORS - I S- . I , DIN,sm ""CH", I _ , - r ," ,� ON Irl SHEETS a THRoUcH Iq :" I ON' - .r C ,:, :M�E CW- ( . DUCH IB SHEETS 9 THROUGH 0) SHIM a INRCUCM 0) , � 211WIM WW$�Ml QQUNG I "I QuIlintlo Va�.`! . ­ I ---- SCALE 1/9-11 1% f I MOUNTINa I ­1 . ­ ­ ­­r - T ------- - - I I Z 1 .. " � 11 -4 .,.s=.I.- I 01 ? E,D. - EDGE DISTANCE tSEE SCHEDUL ON SHEETS a & Eq) To CIAW i 5 ! I I I - I I - 1 NOTE FOR MMINN90 - � , I . I X -2LZMM, 4 , � , �, I tz TOP & BOTFOM MOUNTRIGS, CAN BE ;i i k 'I,1011011110", o%`,'�tlk A. §4",% COMBINED IN ANY WAY TO SUIT ANT � INSTALLATION. � I , "', O� .... . � /�N, � - - , , 1, � - ­i �� X­--,�,­ - .1 ­ , , , . ­- ,� �$,� I -­��,­.­ 11 e,�,,,, %JCEN't'- -c;--- .�! EXISTINS POURED, � ��% I 1, 13/4*� 4F 11 , !� FLORIDA BUILDING CODE (High Velocity Hu cane Zone) CONCRETE ,- ' I �- REWREIi. - ­ - -- -F-C, I .. � , , �, OCOKIISTr - : ft, . *. ` 94167 --. �-; .020 T&TEM, INC. = . - *-. * . 1 20 GAGE GALVANIZED STEEL STORM PANEL "J" CIAA" W, IS" ,\�', 9) CEILING AND E&I 2 QF12 30%� t -0 � * = Z; �p -. � TATE 9E : $-1­1­1� ----- - - ------ - -1. C �'. O ul�� �' -_�, -11- -- 1� OeI.. ,, GLOBAL PROTECTION PRODUCTS, U.C. J/ TECO.-...\ . ".. . I,, III - ", ...... Vi- TO A 0 WK, IS. .1 ./i * . , ., ! 9 1— / IL ay. " 07/14!"" IAV, 20-176 " W;elp . � sw PTIO.C. 004"-NIFIL FAK (05ARIMI-67TIT 3 I 11-iiI- CA-0005719 it* — , - , --o-,,,*.%-�--� "I'll 1; I' —Ea, WMI10MIE WALTER A. P, 71- 1 LN .., � L El= 1 /`-I -1 —0 E C — TILLIT TESTING & ENGINEERING COMPANY WALTERA. nLLXT, JR, 1-1. PRODUCT EYALUATION REP flfLeCO@WI.COnn ORT ITI.T.7 U-N� 441.67 HXA. L­ No. D-30610 REPORT NO.-, 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-tATEGORY. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORIM PANEL MANUFACTURER: Mobal Protectim-Prodl.10%].LC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.S. (System ID 4 1906) to the Global Protection Products, ILLC, Rule Chapter No, SIG20-3, Method 1D of the Florida Department of Business and Prefossional Regulation. This product Is being issued an Evaluation Report as dasoribod herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at Jeast equivalent to that required by the Code� This Product Evaluation Report shall be subject to review and revision in Case of a Building Code change that may affect its limitations and conditions 2, EVIDENCE -SUBMITTED: 21. PRODUGT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, tifled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte QIS Evaluation Report. 'RNI&O Mlll"Z , ,��g �/ f"'. 1,1� ,;�­ � ...... �,"��H % � V� , -, ��'�-j� .:�,, 'ENS4- .,.:' --- f \1 I 1� - _ - , - � . ,%;--f­;,�,:-- , � �'- � . ��--7��:r�-LP--�-�-,%-.--,i�4167 I 7,`�e4�*L-, . I 1'* - * !* ."'Onm�, 6-355 N.W, 36th Street, guite 305,MmuL Florida 33166 - Phone- (305) 871-fftg,�ftA(310t�;n-1531 . ------ -- - ­R � !QQMPQNE1jT� FOR REGULA & LIFE SAFETY STOSM PANEL i (SCALE 1/2-1 -) ----­-­ ------- �- ­ - - ­­ , ­ .... - - �. ­ . ­.­ IS. I "- Clout, WIDTH) ­ ,-- .--- - - - -- ­ , - - ­ - -- , - - - � ...... - -- ­­----­.- -1 51 Or (TOTAL *10THl'. � - , ­.­--­­­-­- �, - I - --- --- - - I I - - ­ ­ � I- - 12,SW (ErrECTNE WIDTH)- ---- ---- - -- ------- � - - ----,--,-- ', I i -1 -,--- � : I ; I ­- - ­.- ­­ - -- �6 1/4� �, ,­ 1--11 ---I--- I t �------­--------- 6,230'- - ".... ­­­­ ­ I I I � "" i -1,)60* - r­1*­1 �-i'sfio", � ,�-WO, � � � "". I I � i ", 1 I � " ! � I " , i I ,I-wl- 111�1 0.035' Wk TRICK ,-I,=`-� I- "I I - 1, I � 1.1�t , "' I , , , � � ,elT ',�, , " i -, - ­­ ­ ��', I- " ' �, i� - . -T-"" ' " -:. ��, , I, , --< -T-0�,/ �C­ -'1,4,-. 1�- , I � 41 I � I �,�­ ." . .Ow MIN TRICK I'M �­� -­ f - X' 1 ,27 M ' F - - , - ` " , 21457' I 6Y, ,44�ZLAM,�,. = .7- �S , , X 2,OS?­ - ' A ' '1\ , G-61 1,1111 , ,-I* STEEL ETAE A �, /?i - \ /q. - I ", I G-60 GAL - 1 04�11-­--\ i'O!� , , 2.C)01 4 I TYP, , ASTM A-854 L V-�, -,- .Z.E. Typ� I . EWE \ \, "a .. / �T ­.- HEMMED OETM A-� -4�� ­­"O. \ //.... DETAIL * , I - GE CRAO' , r- so OALV � 4%� � ,� tirrAll TWAIL 1­7­­ , 46,8' % _ A � _ I I I N� �J�'. t. 11 ------ L ------ �4_ � - -- ----- ­l, I- ------­ -------- _ , - , . - I � 7 I �,./ , - ---. - - --S,2sQ­-­----- ­ -1.350" 0 991mi-em" (91I END STORM PANEL 2.I&r --- . : � -1. , "I------- -- 1-­' ��- .: . i.i!e , , r - PAWLS DWI-ke- �� ,,,�-' -- t T I A . P - !2f -7w­ V1*0-20. 1/4-le-20. ,12�: ,�,, AGO' 910. I js� i - � 30, SERIES - W- W1 HEAMED EWr. - I i I.125- 1 SS STUD si, ,- - � I - t M. I_ - M. ,,,,, ,,,,,� � 350' >� --, i.=- I I .11 A.. METED - -1 ,� - I 1: A E* # ir AW11 1 I ;%-�� -"� -,". ­1 k I � I 1 12 sIr 01 12 .1.. � = ", , *ODO, � -- - _ / �- �.� - I - s-37!il 7 .093, - i. - /.1 , `Z�-,� � ­;:, DSs` . 21 ,Dc. 1�500. ----I I 1�sw t" I , � �, I - - - ��r 71P � I * . BE - I I SEE �Ssv 9-19 SEE -'---L- � , - 1-�- // jj�, I -11 I ._ . , I I L 7� i�., � i MAIL I t 10 , MAI �- �� 1 2125' Oq�c - �A*'J T,�I - DETAIL I I I , 1. "L I � lmii -11-- -T *, - Z ." "EMINER, ,-. I uq�_ 375 � � � J L 7121, � I i-� -, . I : I i;_ 1 j. — k i - . ., ; I i , I I f I I I �V�" V?45 -- 11 . 1. - Z, kK- ­. I—. ­­­ -1 �,t�5oa' - -I,SW--I L- 1'. J � ,,)/ Ina & . ISOMURIC VIEN REINLA I I —zoo., � --- L­2,OOR­­-­ ROUNDED CORNER 0 ENDS; OF PANEL'S .9& END UP W/ HEMMED EOCE� (N.T S) (�) 1h' HEADER /-�" V­kii (�) ANQUE 4 ANGLE WITH STUD @ ANSILE WffH kl!�J REYME STUD I - '­F VARIES � SIDE W� , - 1/14 & 2/14 "W. .374' - - ryp ?OF EDGE -� .096* -�!!�, .ON- -,,,750* -- , . 13", I OF PANEL -1 - ,'as-' � I ,310- I IF5* .­20, W. SIM --f I ... - - , !! I --I f---. - - I I , r -1--�14 f��i STUD, RNEM to ­4�. ­-� I 11 �-- 1. 407-1.063- 375' / i - .2TIV.656' " W, � ! ANGLE & 12 1/2'DC - 6-iI -- 1 .- � - - 0SES, ff - -,)-- i I . I— I T ) t.071* � 1�6?1- � . 7- 9 I.Sw Rik- " . . t­-t-- ,--- _390 '063' � I � 37 ; 'F 't:1. I 4, F . : " HOU: M* I , � -OW � V LOCATION AT - ---� \ � - I I 1 750, 957, - i I I - VERY, PANEL OwnRUP, t - `W, W, ) t -­ I -080, L­ ­ I -­­ 1 ­ ­ I � -- 2.000— . ,W. - -rTyP.) ,­1 % .62i'. -1� 7�;KDO- �Iv KEY H= WASHER -------- -, �Aiw -- r-" "E' TRACK ANGLE (R 3111' WE! IBM Q) FLAT RKED I -- %V ; 11 0.034, QAT.) -, --,QW 11� MIRE-= ; GALVANIZED 4 'TED, 344* &�W`IHIBAIIPA i , I'll I ---,---,I ( 4 ,I. ,? 0 J , i� !!�4#N. ; ---y. is, L" � � � -­ " � ­1 � , . - - , ��- I ,�&tNs�-., . X t f , - , "IL ---'e-, 'I 8-- 1, ; �375'. �4,ir#.SA-. i (I , � � i it L­­ I ­-1, , . -� I , 3 V, ��­ - - 'If I I . , = z . �' -r-� � * *1 FLORIDA BUILDING CODE (High Velocity +Ili Zon � I I � *-' cone I 1� ­-.1--J . - - � !� . �, BOTTOM � �Z,- M NICKEL - M OF PANEL O' � §14tt Of .`12� E P,Fm NU= INC. T,` I - 1 2S­ � . WM NUT 1�1% 20 $AGE GALVANIZED STEEL STORM PANEL 0"IN 81� � .11 ,8, ��, 0". -4 , - '11=�io , � Ftno -. , �Y -­ , , * ,�, :4, 'I- -��­ �­­Zow­ , KEY 11= -, '. , --1 (17/45/1"I"K, vir;M ."I AT PAN ,,f--,�, %;,. - 44 -- ON PRODUCTS. U.C. QATE� 114; I , ­­ --- ­- 4 IL ECO.... GLOBAL PROTECTI l,� � 1, I 'I ,-­ - - 4M S.W. st STINAT @ 2"X7"X1 1A" , , " MR W/Cvi 4W., TILUT TESTING A, A ALTEP.NAFNELY, USE "AD ,-:yZ-2-11Z-r> WDNOWHC IMSHER W/ ADDITIONAL y / - -W,FF — - ALUMINUM AM= - "-M!`� FAK, (11SAISMI-409, 20-i7fi . 7/8'fti/32' WASHER (STAINLESS - . -.1 — I - i — - ovealci � S-M OR WKEL ptAin, SyEEL) �r 3M,VOAAnW-,aAlt I i - - FT - , * 1 -: it -= starl, 2 or N . ; : - ­ I ­1 "I "I ­ IN51ALLATION QUAILS EQ,R REQULAR PANELSCD & d DO � OUNIS FORIMMUMON IN POURED MOM IN10- EX131ING POURED CONCRETE 129 !PCINCIREJE SLQ�K MUCUB—ES %= OR WOW � � I -TR OR PAIAIJAVE FEIALEJL ­TE M,C,V,S " 1� � � VAUD FOR WAM LIFE %M AM LZ HW 00 9M SIM I 'Uts on a DIA­� co,c,, :11 . -- �­-k I ; ICE SCHEDULE ON SHEET a A, III ISES ScHnnu ON a-rill-R- I I -� ."�� -� - 9-f ; , SHEETS a THROUGH ;I , .�-J - " � I � I mi., ' �� * . f­--�v--(*, i ,,�,., I - -, --- - - - - - f ' ' !1W .1 I , , I " /2* I- . ""S 4 'N - . �, � �.�: , r-7 ,;--j 11 i I I � � � i . =.=-1211- I I EXISTING ?am I I - I -I ­1 f ! I 0. - zr---%, - - � �',', I I E,D. , Q�l * I 1� 1 1 - �, --- I 1­111'..8 RECUltm i ! -,111 i I i- I : 111. I I I - -�. - I - i ..� �, . I - - , ' I - ClIo I i,33 . 1411W;I�-, I , � . � I- 0. `,', � I i ­ ­ - "" - , ! � - : � \ �� ­­—­ - - , t , :� .11 - ­0 4) " : -1,, I I - 7;, i I — ! 1 8 cl I I --, �� f i " 11 , I � I ,� � I ' I I L -�', ; , �, WA%s _­� ."', ; � i r..-.4.Fr­1' , �� I r- IF , _, ,­-��C4��,' 1 ' a EP I ­11 ,1 I T";�r --- - , - OT - I - I - -- Al R COWNTOVElrTIR R aft-2- I I t , " -W) i : - 0J CONCRETE Inixg � - -Cl) a REOUIRM 1 6 'I," / , ,-i -,,- I 11 � I I tt - i I i I MAN) T� I'.;- - -1, I ?& �u-*.;T..-..- .... � - 1­1 It 11 I I- 11. �, - I SCALE 3/16-1, .A— —ANIX ­�:-,-,i�, - 11 I " --, ,-- ,: -, - I" - -- " " � �, , I a I ,4 3r.,;* I I CAffia"141) I I - �.. � -.0-11 i 72 gr I iMeNca, or - tnuc- ­- - I .. S., r .�� 110! - 0 - - - - i - - .., %f. ; -I, 4�' , - , ­ -- 0 0., g ", I � , I i . .. �eew— I I -- --y-­/.- - I- Ji � To i ti -%:i*cNu ! � — O.&AITS .-, �,-- "' (D-% . INA SIPARUIPA - C1 ) , ! - - C-1) i I W 1. -.--- . 1 - I I ,:;.; � . , .1 � I : i -NAU. -�� ., X -�, -- - . � - 11-1. I M.� - 1. 11-M I I �, I— -1 ­­- ` I A, --/- - --- �,- ��­ e-, : . i ,� - /c*g I -- ' ,I � I ,-�, I 6 " ,/2-0. 1 ;1 ­ � � ��, i ;1 --­�4,�,�� � 11 1 M'�114;,­ - �., I . L-1 I " I MPV== E 0. �� 1. ExWIWC TIOURED - _ _ _ i �,, -1 - i I I 9 CONCRETE OR . . . ' , COMORIETE OUWK � :� � E�D -',�­' , QA4 t4- IT "I i Z , � �MANI RECKAREa i ,­, I VALE 3/16­1* GALL Q LP " i 11 I �� � Z=,Mm- - �� � ------- A LE 3/1 1- ; , I �-! : CONCRETE BLOCK ,,�,; - -----' 'T' jlglm.g -m , I i REGUIRIED, T IF I - ­ =111=11`b, i I �,"' CV.--�---7 71'�ax =1 I `� I I � ..... - I I 11, J I ,,, / . -—I i;4 Its �, CW-. Ole, ix* , . I A_ , "a"'"" =- I ,-. , 0 A- CAUK-W OR I -- I . �, r , , ,� MWAM A"C"M �tl NO- ,,, , ­­ , �, � " . V.� - I-- = LT FTMA, to _ ,,�',.� 'L, ~— 11� I; � _ (�) I 1,7�, ­�,` "', ­,.�— I , � ..... 14'"UPWA PLUS of I � - - - - I== ON (SM SORCOULE ON . � I 11 - 0) , � I I P"' VI a INROL04 '� , �� , 6 moutaltig (O.M.) I , RUILD M21,14TINia T ,. I � � " WWI I. � ­�'-,--T, -/'YK,-,"�,/ SCAUF. 3/6-1, WW .mW=X*MJrCW­ fie, IT ,,,,� N, �, -1)PTS , """ � - 0 &*=;= % . -110E OFSORSTING I 0. AAIIIA IN, IN, NNIIII . PFNNN * NEW i� WIDE , VARIES * 1/0' F�D. - EDGE DISTANCE ­01 -6 . , - I- " TWO ALUM TUK OR I' 4­' (SEE SCHEDULE ON L -1� � �Poml , EXISONIS STUCCO/ PT� '200 NATE SPACER It SHEETS a & a) SCALE 3/1 --)NOOD I / � - SANO I I I , , I41 I, -� , 1-1 0 NEW I' MOE . VARIES , I/O* ; I I Il- r : - ALUM. TUBE OR I* . VARTS `- : I .,?� P I WOOD PLATE SPACER I I I ,�� 'Top & BOTTOM NRYN TINOS CAN BE � I �­ I OI TRAM L- . � � 1� - � I d r' COM.RM ANCHORS . ­ . I COMBINED IN ANY WAY TO SUIT ANY CAEMNS) 11 - I . - , �J ! . Mri lice NSTALLATTaN. a - 2) , C-t 1­0 A� ­7*1 r ---- 1: . t -- S 1 - r - - 1, - =1 I ,�� .. .�.. ... I � Lim AF ... . . He ­ - — .. . 6'� � .. . , FLORIDA BUILDING COOL (Mgh Velocity IN Cone Zone) , , , "MoKiI ", = = -00.0"VE ,,, .� 't. on" Hussi, PC (ROT 1 112- W1, r K LL I'll HAAL - 0KA'" IN" .* - f, 0, ,=) 3 miI , ED, 9 20 GAGE GALVANIZED STEEL STORM PANEL TN"s "INCHT. C! ., No 44167 -, 1 i am 6� AoIw SE09H X�nx =*! . - C7-- . S '. * 6'�-2 ---- 0 'D SCALE 3/8-l' � 77 - ­ \ �GLOBAL PROTECTION PRODUCTS, LLC. :� -:$% S TEOF.-.-" �-- - ­�, ,,I, / 1EC0.111c. �� , " \1 "Im %.X 51 Saw I ��. 0,` 11� 7-i-> * ANY PIW, F- nil � � . 10"U . MOTN�� 20-176 INT IQ . Iii-ii.-AIS, A= - I=, .. K4e- , - NY- 1 ("Ift) ", I " D,.J 'r. 0%WWRII .­` ­- MOM I .1 — I - TIWILITATE . A- Tw ,,, I- I - - I I'll -Pa" �Ulz =.=L===± =- - - I I PRODUCIrEVALUATIONREPORTNIC). 10-0227M I Z2,. TEST REPORT$; Large missIlO Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 0311 IfO2 witnessed by William R. Mahner, P.E., Boriz Moroz, P.E, and Henry Hattem, P, E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1 1 2101 -1 0, dated November 23, 201 0, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signedand sealed by Frank Grate, P�E,, as per ASTM E-8 and Tenalle Test as Per CC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jeciol'ano, P.E. as per A8TM E-8. .. I NEEWNG CAI&WILATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs- design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12fl 611 0 and 08/27113 (for this revision), signed and sealed by Walter A TIM, Jr., P.E. 3. MIS611LE IMPACT RESIS !;E Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SS7D 12-99 Standard and TAS 201. 4. VWND LOADS RES1$TANCE-. 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PROIDUCT EVALU A.T MNAUDAI-XIO-0.92" 5. INSTALLAII-Q-N.- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Prod uct Evaluation Document (P.E. D.), drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 16 and 1 8 of I 8, of Product Evaluation Docum"t (P.E.D.), drawing No. 20-175. 0, -MATERIAL CHARACTERISMS AND SPE�C-JFICATIONS: Shall be strictly in accordance with, General Notes afrid 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 1 8, of Product Evaluation Document (P.E.D.), drawing No. 2OA75. L-URRATQN6-���� 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D,). drawing No. 20-175 prepared by TIItecD, Inc. and signed and sealed by Walter A. 7111111, Jr., P.E. 7.2, Product shall notbe Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WatterA. 7`1111t, Jr., P,E, (Florida License No. 441167), President of Tifteco. Inc. (Florida CA-0006719). WA'nLL D-"%TILTEVO ADMON RECORDS i,P, E. REPORT.2( GALVAMZED STEELSTORM PANEL I,DRWG#2O-176i, 1 1/4, 2/4. 3/4, 4/4, 5/5, 7/5. 10, 2W/10, 3W110, 4W/10. - 5W/10, 6W/11 & 7W/11 - r mAX-1-1-11- --I'----'-- Awlioft FOR CONCRETE 59 %KDUtE ON SHEETS a & 9- -- ­ - ­­ 3, MAX- 1, WIN � FOR WOW SEE: SECTIONS ON SHEETS $0 & I I I' TUN, � ----i--- - 07- ? .. - 11 T— a I -----,!-- ------ - ­� - --- - .--- --I --- 1­7 -,F, --- r--T- ­­­ ­'. D,W,(J� , @ --r ...... I- , -,--,, : I -T,- - ----i -­ -T­1­7 --- � ,-,,'-- : , I (�) @, I I-7-7 � , � ! I I f I � ; I r I I ! I � 4i ­­ I I 7 . : I r I- I I I � � i I i � , � i G)-(D&*(�) I I I --7:T 1 i "i 1 1 —,"—T­� I i i I 1 1 ) . � I j I 1 I 1 1 1 I I i I , f �,I � ; ,a I I I I I I I ! 1 1 I I 1 1 � I 4 i I I � I i I I � � i I I � I 1 1 I : ! 1 1 I i � . � 1, ; I I � I I I I , I 1 � I , 4 I I I 1 I c � I ! 1 1 � 3 I I ; r I I! i I . F � -L- I I : L-- � I— I J­—�-- I J J I .1 I I , , ] — � -- ­ --- I—, � !�J -,.,—.—: - . - - ---- — � I - -- --I-! 6 � - - - -- - ­.1 . ­ 7 T - --- - - ­r­­ . - - , I . I , � I ; I . I � i i I . I I I . . "'' F - - -- 'I - � � -1 : -L L � I ! I i I � I � I : I � . . i , I l-, � I I - ! 1 ! 1 ; ! . "' . i I I . . If— � 11 . I Al - I 1 1 1 1 ; ; �il -, ­ ` , � I I I I - : r--- -- 1 I-- I f . i . 1 1 1 : � , i . 10 : ', I , . i I : I � . . -1 I � s I 1 !-I i , r I I I i , 1 1 � � I ­i - -- -- i ; ! I 1 I 1 . 1 �- I . ! � i I I 1 I t - - - - ; 1 1 I 1 1 i - - I � I4 I � . - - - - , 1 i i � I BOLTED PANILLS W/ 1/4-20.1- 1 1 � � --� � � i � PANELS I ! . JUNHOLIED � , I I 1 I(SEE SECTIONS AS I i . ,� ; I I � t i 15.5. MLS, SOLT W/ 7/0' . 3/32' 1 �I I T OANGNUTS 0 EA OVERLAP L � i I � APPLICABLE) I i 1 I - � (SEE SECTIONS AS APPILICAS11), 9 ! � ! � � I , � I I . 1 1 � T, 1 � . ; I ; e I j 1 r I " I j I i f­. , I , -- _ � __ , 4 - - - -- _ 1- � - 1 . .... I 11] _5 - I "I ll - - ­­­L � -- -A-- L I - - ---- J- , V, I I - I 1 -- - - - "I - I , - �- , --­ - .- ,- --- --- - I I � i F -F-i - ­f � - r ��, r,- I I ! r-. , , I 1 , I 10 1 � j , ; I I� ,I I I I I , . I � I i I I � . I I i I I I � I I ; . � I � I � � 1 1 I I i I ) 1 1 1 i ! I '. i I I I � I � 4 � , I I ; ! I 1 I I I I I � I I I % I' I c I � I � � i I I I i I w I L-� I � I I - L-�f . I � � -I' r I , ­1 a - iii ! a D.M., 4@-�R I kE, . - I '' A­�I--� ­ � , ­ - �-i -- !­� I 1 ,I 1 - i @ - i WI 47 14 i t a I I I ,. ,,* 1 , 41 ­­­ I I &(�).&@ . (�).F7 I � ­­ --A- - � ; ­ " � = - 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, � 3: MAX - 1. � - I � i IW/10, 2W/10. .�W/10. 4WI10. 6/5M" - SW110, 6W/11 & 7W/11 ---------- - ­­­­ � ANCHORS FOR CONCRUE SEE SCHEDULE ON SHEETS a & 9 -- I - - �- - . - - FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 S EU Ll'& f-,& ELEVATION NIT�S. 2.67" 1/4, MI,.- W 11 "­-111 (W� OARUP -- -1 W,aE W41M , - 1, — -- " ,,,, T 7 -W-\ /,A,,, \ I . �� - �/V , � 00AWT ��4 MW. GAIP � I S IM'a-41i" ; ........ 21 r*. . � &­:,� ..,....� '.. EN --�� I'- FLORIDA BUILDING CODE (Ifgh Velocity Her cone Zone) 1-N �, 1 . .1 . i 02M TKYM. - 20 GAGE GALVANIZED STEEL STORM PANEL Fl, 2 .1 DRIAN MY . * I ­N i * 9- -- . f - .,z �, F------\ 5E010 A-Al*'-.� ATE ��- �4- GLOBAL PROTECTION MOUCTS, ULC. in 'ftl� 14IT-S. i� 10 , ­ 7i ME c —o... , 400 tik 141 sow -- T"M Tesn" & �rluxRm COMPANY DIIIF� R­ A311. ' r��� �%-?,fl� - - - .1.!, PmaKO (Wwo-TMIL F.. owl".am -176 Nk ,=,=-� .1. 20 .�Ttr-1 . - " %#,I; / � ­131 - C"-OW012 M�n - `11110;4= , �WAV,4�­WflnAw n"i SM, AJT�Ili NALIER. '4� .1 6V I ont, , NLLT f!�! . T . . . UY, IT I I - i - , � I — INSIALLAIIQN QEIAIU EQ REGULAS PANIELS11) & (1-A INTQ EXISTING POURED CQNf,RETE OR CONCRETE BLodk IsT FOR CONCRETE SEE SCHEDULE ON SHEET 9- - f URED CONCRETE -2 "MM, ­. ' T=410E-�M -- -.-----­­--ANG.ORS,- - - ­­- FOR WOOD SEE SECTIONS ON SHEET 12 I _ -t)n it CONCRETE BLOCK F "T BLOCK - 3' III -2.87. 3 M.F,I REOUIRED CONCRETE ANCHORS 1 i - (sa ScHETAS: ON i SHEET 9) . I ; I - ! i �. �y ----I I ," ; ; -:: Z � I RECUAGG CONCRETE ANCHORS I --Tsa SCHEDULE ow SHEET .) : 1 �,, � I ��,--- I - ­­ - - I I =:�. [If, : I RJEOURED I � CONCRETE ANCHORS I (in SCHEDULE ON � i SHEET 9) I I � — ­- � ---Jc::�g i, " (WK met-AII­._ WHOLE VALLEY) I . - - -�­ k 91 14 1IM91112 It - . -A.M. 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I ­1 4 . i - I I : i H= I NX 220;� I � OF 'L* �---,,,-,-T,-- ��.-,� i MAX ,�� �- ,� � � , , - I I I �-�, ;1 i . � _ �3 1 I I I : I I - � 50% ft r � or I' I I � I M" 2 � I I � -;� � `�' 7-17-, -- � : ­3 I I I ,2 i - I 7 � I � I I I I . mrl� I : 4 I I ; : . Of . I 777777 : Z - I . 1-1 -31 I , 1. � a �- -I ! k�� - T . I - +A4 9. a siva WM 3 ;­- 3--.� - D.11-0.6 a -A I, MK,. 501 T� MITI- IV I _,---,,, ­ - -,- - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9- - - - -- - � -- -- VAX FOR WOOD SEE SECTIONS ON SHEET 12 I �-4 -� E L ,, � � 7/11VIi/m, � , I ­, ! � , � .-69 , " � , � ,� �� 0 12 : ­ , , � I I OX, I P!�J � I I � I i E � , � ­', - I '­ -- 1 ­� � � 4, J $ X, - 11.1 IX ! i I - , - I- J ' I SO -;�-, I ; , � - 1 � i "`5 � , I I I ��.,� - I i-,-7 I 1 �m 11 � NE I AMULAR STORM PA 'i ON SCALE 3/3 ,4P& a ELEWL I 1/4* WIL GNP ) J- ­- I- I i ; � I T 1/4* 1 I I !�--- - .1 - I , � I �_rg 1 7 , ,� .� ,ko � . ; I - I S.S. BOLT � 'XI , _�,�4'0­ 314' � � ­1 WIN ;�!/ _ � " "/��I�/**2�2 � I I - � y 0 11 � , � � I "� ,,�11� " , ­ , � " . � I - i O,w OVERL*;I,O7' I ­.1 WWOLE WLL" 1. -, , ­­ " �­- ­­ , ,,� ��, I - 'A - -­,, ­�� � - �2��!.­­� -,­­� 7Z � � � I I � I ­­5�MIEIIE ANCHORS SMACERIED , I � . ", CC . I ! I CONCRETE ANCHORS � - - (SEE SI ON � CONCRETE ANCHift . � I (sa SCHEDULE am I SHEET 9) - � ­. - 1.1- -- ­­ .., .11-11 ,. I/*- INIx. CAP ; 0 STOC (SEE SCHEDULE 00 SHEET 0) i SHEET 2) OR OLNE OR =� SECTION A -A Un.) ­Qm CONCRETE OR WRIFOUVREIr ­4or BLOC" REOUNISD SCAUE,3/32'-I' . NORM BLOCK AEOVORD VED.Aw ECT 44P , . ULL MQU082 111� DIEM AtIO 0,6 OUNTING INaVAUAUQ9N .OUNTING DIRECT M IM51ALLOO r 41iff SCALE 3/8-l' UOON 9 SCALE 316.1- SEOQN I 0 SCALEMV I filiI , P, FILZ ­% I .- � .. ... lrckl�`.: - FLORIDA BUILDING CODE (Wigh Velocity Hur cone Zone) ! E.D, - EDGE DISTANCE (SEE SCHEDULE ON � TOP & BOTTOM MOUNTINGS CAN BE f : - S P� relm Wc� 2 �' No 44167 *. S- 20 OACE GALVANIZED STEEL STORM PANEL , 1 * -. * a- �- - �­ �P­- / � ­11:17, \ GLOBAL PROTECTION PRODUCTS, U.C. � �0% 5 / 11LIECOile7' FA PRIAM ft. OVWN WE; SHEET 9) COMBINED IN AW WAY TO SUIT ANY INSTALLATION. .,2-., . Tun P.W- � 134" * _ . .� -14 Room — ­­­­ ­ . / --W,-- " A, I. P,NOAL ... 20 -176 :'� - N , In " 11, lit 010, F Aamlu"TE - WAIII-W. 1. I LIMA ­M, CII,�719 -.1 � t- . — A, P, I "I. - -2!=-�- I WAJEA 4 Nff 010" . � MISIT nARRA I& I * - 2A I -11 I I I -+-a (3) (3) r- U) -0 (D I— (3) (3) = .� = (1) = 0 9-- M U) . — .D C— F— — M > 2 I 'CL 1 a) C- —­ C 0 -+.- 0 =3 —0 0 I- 9-0 n . -1--i 0 = -0 0 L- a) -.I.- M 0-0-0 -2 Cn -cu -= — a) -L- (n 0 = 0 (D (n M -0 .0 -I.- M " ,.0 .= U- III,- 0 -4.-A CU � C/) — CU > 0L 0�. < a 4 Z OF If Cn " (1) (1) C CIO 0 L. L. =3 `-- 0 = X-1 = 1.1.1 i­ -= C= S=. - L� = C-- C= = Co C,, M -7 -. — �� �; = - 0- . M = - Mi -= C,4 = CA .CC .!! C= M " - �: W a) '.lc W =Y- 7LZ �� . . - E ­ > = = r- CD U :=, -:X C= 3� vii �-Pl = -=1 -i; (J 2i) ,= Cl . U, = C.-M C15 Z:­ = , .- P, - 4� 6- -,;-, r= E .�i C) Li- CA 11 IF LU 2E < Z I -11-0 (1) a) C- U) M > 0 L- 0L CDL < -+--J 0 =3 0 0 L- 0— (2) U) M M SHEET NO. SH 1.0 �R A 5LE 6tT'34K 3 R SfaW W b'-o NeA mHTE WALL D FLOOI2„MOUNTING•,�STALLAT,� FOR' � 1P$;; 1_ AM SPLIT PANELS TRItT i A a) _^ _ ! -. _"_6• _.__->.-: �,, •`- "�`_ &PyT $ A si -- Try, m 1 Sam cooc r ` 1/4.1 X. ((ttl uw4``'w 1 Mev. l (TA• 19P k ebITO,f) C $,' DiR 1P' a wWOM) -_.L �_.-ii_._r _ _;_11 _ 1 - / twLuaR , 1 N , THIN mxn 7 r 1. I„- { W aPaRRA ! xYT. �T I 3 I Y73 I( f _a l� cum of WALL i 4r3f+� ,Arcw:<, AINNAG9}E _ ,.� •` Ma,. W1p 2) a✓+4'< TN,GIXtI M. j ) ! i w PEM> /2-_.w CWNJQCAa,W1 MN. E.D. % �1i ( pN sw !t �A1 din sw9Yvw' SCALE. 1/4 I gGiLL^:zu t a. / I-•.. t $ / *ry e•... i5pR1r FVdRF4 '-.D` bR[_ PNe .y-�, 1 a3 DLrw. + � T"'T'r-t^t-, t :, : ,✓ i�gt CwA: $ II"� OF ISMT.ek P.41,. •1P]AP <rPr. AAie9( - WYy#W • I� JLYaR<d" tlk Ye9 31KC0 Rum.W/Y-9R ,'w WING: 3`s;SSYS ", I - lK1YXa 9m5-16 AYOY {a s'6b# t-RW,n,O ._ ..,� . j� J .,. (} -� `ASAL s • b' o.c ( - E $T,ONAf Ow THIS $an 7} - 1• 1 i I !T ZyRw/ ITws/4.� mrw.mT¢a Mncn i Jlij I i I ft 1 I LGCE ar uaTKw 1 i sx sma r E ac. Y - 1 I 3{ aua'JA OR StA. r� --;-- $ -1 1 00.tl PAlt' W/B'-D i + OF +56.G -L. -n.o PA.r. -- '- A NR. ) i; AFt .FI I 3 _r I Yee,,+ram - i •-- 'J--•- (f t 2 a m Y ` - y (1roV. tNrmaY) InN - .1t '� Ywuca EPAv = t=st NaaNra wHm w-- SPLII STLI IJ AANEL ELEVATION I #/ * ` Ts --SCALE 9ffi';LYL Ae 11om A7..�-B:' �t ',,,._YWa Ck1E i/6 ie,f. , MULLION SCHEDULE Moe. NAtLL#SFR REQUIRED M;n. �'� E^`"+.+ 9 tt,NCRtTE AtcHOTs SPAN (FL) TUN MULLION ^ (' Pg ) t al", llNtitilN/E$ 4-6" 10 9'-C 2'. 4• s I/$•y*s,(�['f,,eTf�SiF4 C== } 1 -- LOST! k,1F9WN P�ff"4S<.'RE bc9W l� Or 4a5A c,wcAs9[ ARn,lus `,a a 5-6' TD d'-io' �' �, 4' x 1/$'• E (SEE SEE't, a �� OaR ateFTe 0 ! e) ,HEFT 4 r. ff "6R 4+9FT w 6 -Q. 4`31UlT j 6'-t0' ib B'-0' 2' x 6' a ,/B' • SPANS V,AeTq MR AS D. D SMIN PRESSURE RATING UP TMDUra>95,0 •• P(fOLLLELTsoE570RAd PAS+'E�i'S �. ��h0 iROTE MULLNON CAN ALSO BE RRSTALLED WO STORM PANELS ON TOP OR BOTTOM SO THAT ft N LOCATED AT Top OR -mdF OPEN4RG.. (ONE PANEL Opnow W/ BE 'IOP ba BOTTOMS INSTALLATI,O_iy_DETAILS FOR REQULAR P N LS(I & .�d► INTQ EXISTING WOOD STRUCTURES rSritry* TR! pp] Mt4NNOM ♦ iVaGW N NAa WAaa / ' - a4aT•1'A , a1 rT - ( RLLN1aT VP A>pa of t t1Y =w. TMW%P AGrLlxupR - _ r/ 7,T- '4mPRO,IP I/ TaW KPN • , :. ((a,..yyv,A,. ,'".: • :;* , , a'w td< L C ne ./ :, _-. •: ,.. � 1j4'I' uc ma¢wa W Y Rl4 - •"-.. ._" '-' - .•, "--_ %,'. T4taCP0 waaBir.ARl4�eau41+ 41w�t I / I l IN,. TRWNX< F$414RxpA 1 Y : HITS, a%4g•TP {I +Y'. 1R4W/aFR ✓< {ago$ 100paG R' eNa TtAg4lOFA1N: 1 ,ay AI Txl LwU"NYP Abl✓D.Py ix.. 9 YA61MN TKtw IALSw. N,iM, mffi W A^A i aR: IVJNeK 1 , .I a'aa I X, T IA4<°+1W 1L t 7 i r<Y �Y r' Re 2 AA t' - "$. ,✓x I PmRYk WaPG t ,I '' r WA W I I a, w fa" ^ I w ; t r l r1 t' } yl f f/a• . . IKu I 4 Wow'. WAN1W NP ! Yw "l a YP• it x ! M t. + P Rr M�•'Ft4 - " � r�w1WHm C9 Gm4 •; I ai eB 9 #',zwA'wwN i f %' m mass P 1 ss� f' w aaS __-_ _ ••�' RS 7 9K LE6 t ''_ ro a, Jm01wT,a1 i T WALL WOUNTINC WAI E ATiON - ALTERNATIVE 3AR 1" bNH G y riV aal8 vF3Yc ' SMALL, 1j4•it r �� 1���- AT `fit M aiArc � ..q,-- (RLT4A/'PRr SCALE 1/4* > 1' .�ISiELG � ELM MOM WA" _#k.:.FLOOR uouN'f#N@ waiNG JI(STALLATION - ALTERNATIVE 4W IN$�IiATIONS - ALTERNATIVE WALl MOUNTIfly (SECTION AT TOP IS UNITED TO +55.5-57.0 MAX. SCALE T✓4' > ,` 2w 1MaT84I� ALTF.RlLATIVE A.S.O. DESIGN PRESSURE RATING) SCALE 1/4` - 1- SWi: 1/4' 1' I.�m i1x tpryary , •t i @4tia• wmo au • . F.al. �4rff,,W[0 � AtawER FJ,OOA'. MO INTiNG iNSrALLATION - SECTIAON AAw Sim: 1M,�,lg� 5'CAf.E: 8 1, INSTALLATIONS ARC ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS �� ��•,;.,•.,.,, .fT„r'ry. TO AND PANEL'S LENGTH TO 8--8` C `•. UP +S5.6 -72m „s.t. UP Q FLORIDA BUILDING CODE (High VelocityHUT Gone Zone P y , 2. FOR NEW WOOL} FRAME CQNSTRL)CTION- WORD MEMBERS TO BE SOUTHERN ma2m T TECq PINE NO. 2, Wj SPECIFIC DENSITY OF 0.55 OR EQUAL No, 4167 _ m20 GAGE GALVANIZED STEEL STORM PANEL DRAAN of. ".., f•_.�.."-'. - "41201a aR�■a■,€ GLOBAL PROTECTION PRODUCTS+ LLC. !TOTE FOR coMeiNAnoN of sEcr. r)s; i q . ST ox __ • . _.- f ' � AMC sw. 5 STREET TOP & BOTTOM MOUNTINGS CAN BE 'y CFO(;- FC RID; G,`f•�td""'T Txur TE:snrm a owl""saaFANY ounE• FL .3xLt+ 20-176 COMBINED IN ANY WAY TO SUIT ANY e SS 0 AL- >1" f N">R" +^s RFw+e its )AN-75.s5, 1-- L»4Seea-exT +�"e Rmrrt oKNLv+e nx ' "rqR INSTALLATION. a �N nIRH+Y_��IOI� wALmt A TtuT>: - _ - aIEFT 10 d ?i CONCflET"e ANCHORS CONCRETE ARCYIORS FOR CONCRETE ANCHORS: SEE solrma ON SHEET T42 . . (SEE SCHEDULE ORP (Get SCHEDULE ON _ • FOR 'WOOD SCREW. GEE SECTION GN SOW. is - SHEET SHEET 94) N-3•- i. 2 & Is wuato cowcx�t 1/4 2/4a WJI4 3/4 w 4/4 fa 2 & iVlf(5 ]` w� g 1! POUREDCOWRI CONOREtE +TOURED ! s t j I j I 1 I i i I I _ _. _.IlIT� }Su - rsa91 AE I!(� iT iPIE Ej�TI$`yP 1 P w SHUT T4 (�P PAK i {WERKNR F (NTEmm PAA$L) INTERIM PANEL, i 1 f (END Im 3T$iT liI i M a-=MATIDN rrBB''P.3r IFTNt "TOD p ) EWY 1�# t WING NUf 9 EMPP:: 07wGNUf a EVL''�fF ji - pi { I jjlkkk! STUD • 12 1/2` O.C. 51It0 Y 12 1/Z O.C. ij 1 {i{E j 1 i 1 i.R II 1 1 - IC/""I MAL7fNE r. 1 Ohl' wrI*NE W✓ 5P NUTS b%$" MiP. {CASE f) A__ W. SPEEYKIUIS jij f .s° 7 / i i i %% TSOCPjW@ T2 9/2 O,C. ] E DI {CASE sl). TOTO 12 1/? Q.C. ...,..Y... _ ..... SEE aET. ,/i 4)� j l,L) dy' {^�q}' OER �. L IN " ff! IStf,/)Ana4D A(kS{i � E �gDN TI+ iI + IAr Sra- l � IPA Ii7C)✓✓�! (SEE DETAILS A P0NRFD OR CONCRETE I g d '4 { I i t Ta WALL /4, 2/4, 2A/4, 3/4 OR 4/4 1. 2. &'IW/15 1a 2 & 1w/15 N ALTERNATE LOCATION ., _. ON WE SAFETY PANEL AREA W/HD M SAFETY PANELS : LOCATION n OF� (SEE NOTE IBEUYR) a __ ._.... __J ( ..• ......... ..... W/O ULAR�TRACKS {SEE r1 LAST PANEL TO DE MW ED AS CONCRETE ANCHOK p LSE SAFETY PANEL OPE m SMALL (SFE SCHEDULE ON / - (WDµCLE Oq SCAB 1LIEE ALWAYS TNtOWOEO W/ REM HANDLE I SHEET t4I PWNfp CGIYCRElE-„• (At1 COHOOfOH1 TO FACILITATE iNSTACLATDMI W INTENOM REOUOWD CONGaETE ANCHORS jj 1 O BE AD OR NEUVVM F40M MOE •� STRUCTU5fc SCIHEDNAf 4N""' ELEVATION SCALP' 3 32'.I* WALL UNT NSTALLA7 N / MO INi;R I I4 D R UNPIN S ALLATPON iYAJMiK„APR iI,<�Ra___Isi�. GIN T ' SE911 N t SCALE; 318` - I. +- SECTION 2 SCALE: 3/8' - i" LfrMR P 0O- i 9 + 3 q/q�v NOTE• 6i(`F.GTS.,xi.GBld FIWLs._S.S�JN�.L..id�i... - �,,.. P. WE SAFETY STORM PANEL CAN BE LOCATED A5 AN END PANEL (FIRST OR LAST PANEL) 1 SEE T9XE N 8 Ai ( OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS)- 8 A7 "11D OR PANELS.TION FAQ LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADAALENT TO AMU4AR PANELS �E. Ron T) (W/ OR W/0 REG" TRACKS.) 2 LIFE PER I:DRACO SM T PANEL. CONSISTS 2 OF SRAOf U039' GALVANIZED STEEL STORM PANEL AS �CT�->"8-6 THIS PANEL ALLOWS ITSELF' TO BE REMOVED OR tN5TAUXD FROM THE IN513E OF STRUCTURE, J. LIFE SAFETY P REOUtRES TOP TRICK 70 BE COMPONENT (/} & BOTTOM TRACK TO �.e`�"`LA ggTI LL j/IPK BE COMPONENiTN�}A$ PER SHEET 2 OF THIS DRAWING. COMPONENT MAY BE INSTALLED WALL OR FLOOR MOUNTED FOU-OWING SECTIONS 4 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14. Q•. '.1GENSF 1 ` V FLORIDA BUILDING CODE (High VelocityHurricane Zone) 4, Min. LENGTH FOR COMPONENT6 i5". _ _ a. N * = � � 'RTC' 20 GAGE GALVANIZED STEEL STORM PANEL i N : - Max. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT 80170M IS GIVEN ONSCHED.. LEST & 2, 14. *'. '--'.� Coun BE PERMANENT C3NPONENE�MAY 9E PERWU4TA7 OR REMOVABLE- ATE ; �' r cT✓2B/mm :. 3: SEE DETAILS FOR INSTALLATION INTO W00➢ FRAME BUILDINGS ON SHEET 15. ^$ *}' •. : ✓ GLOBAL PROTECTION PRODUCTS. LLC, - 04{19.-a ^� .. IL E C O INC. t7,o.'•.,, • .• .. 4aW E4w. ST sIrK3.T "+-"+A'14"1"E�"..'1 6 SEE SKEI' s FOR DETAIL APPUCABU TO THE NECESSTY FOR THE INSTALLATION OF FAkr �,� L x< TN & Nerxtxo COMPANY DONE. n am1i 2D-178 L : aaPP , taleSaT'bH-raw rw ,tam) nt-Iba, SPACERS AT TRACKS INSTALLED ACkIACENT AND BEYOND TO STNiI"CQ/W000 BANDS. krkNN UNM�aUS.. xw mar. ar wA WtwAI r+ n u14< RYweai (®s*;1F82 7548. FA>G (sa4)ee9-ewT .. ALP.« r G-oWSisa waver a'^ mdm+aax Nw P,L sFAL.NATaREtD+7=: „ WATER' A TRITE JI.. P.E. a =a -Ha e 4 - - AEt 7 rt - 4JTSET T) Oi E6 VAXIMUM A.S.D. DESIGN MAXIMUM PRESSURE RAMC (_aa1-), AND CORRESPONDING PANEL LEHM "L! SCHEDULE (WJM ONLY FOR « WSTALLARDRS AS PER SE•C KIRS I THRU 10. ON SHEETS 4, 5 & 6) A Bohm W t • / 1414-201' S& as, & w kpR AS s'h416AP t 00110m OF PUIEL MiGN PUSSURE RONA ad.) AN CORE PONDINQ MAXIMUM ANCHOR (VALID ONLY FOR PANEtS(vt)& I()� RL3TALLATKTNS AS PER SECTIONS i THRO 7, ON SHEETS 4 & 5) ,S�ss=E�yLn111?ri(/fy 6 FLORIDA BUILDING CODE (HI h Velocity Hu Carter Zone :• No. 416i £ rmxa mTEro• 20 GAGE GALVANIZED STEEL STORM PANEL, F''- * :k s.E;, "' - a.�;g��w�� "'"'°' DRAWN Br: BT✓'°r' 0 Df GLOBAL PROiECTif7N PRODUCTS, U.C. '".' ''•,N ,,, ', tS+ T�E ( kka 1 Al TL5'ifRtO k C¢NFAtF CM1VIE. FL J3344 KN sw ,k aN mA lwaaA sw,9axsan i4RONE':. (B94)NN-ISM, Fxx, (IPWIj�9-aTP7 A > Cea R r>>TaaN m_ s 20-176 rdr4n0 M3 �: 9ELLj9ONAftrpE/ITC �- .-a w 4 w. .N w aAAwv c NF: wALGLR'A. 79ai4719t 14R%MUFd AS. D' a p.a.rJ Mwa. LERGtN (]EEL n_ ) - - Iwagl$tkR SfYARATKN to r2rsE PAIkT. noIRGRIDN ro SE011�5 � �' 455A, i2A T'-Y OR LESS I 2 id4' Wie011FO , i}D@U 3 A 7 a555, -7za DT $ ro a-s` M4c r 2 3/4. UNBOLTED $ aa+v s a i AsS.o, -no y$ a ro Tr-z' MmL 2 T/2` $ +43.0, -IRA 12'-4' OR TEST , ] t✓T ,' �•1��N $. 9 # tD W%kWu ASA• OGSKRi RATYGS6{p�m.r,) MMRYUM AAC11WR6 SPAtJ+O.FOR E9 .. 3. t/2' •' ARtYNrA�E TO SeerlDxs a j MNW$IM aurE, ANi� i I.Ft(CRi i• fn.) ) TAPOORR a SAP -GRIP GMaC-RR PANLWaTE F("". a PAYEUYtiE Okla CONCRETE,- l0 CDMCALiE 1B raNOiLiE TO C6HCRLIE ro CONC�TF t �� B' , WA N/A N/A a' N/A N/A $' NIA � g fipA) I a• I 3' N/A N/A B' I ✓i• 6" $' 8` 6' , {BGROMj $• 7 � N/A N/A WA 6' I ) WA B' E N/4 a• N(A I a` NIA N/A N/A 0" WA 5" 1 N/A Y WA 2 (60TTOM) g +55.3, $' � N/A NA N/A N/A B' WA 3 & # {T{,p'p «-5' CA t.F35 oR ,_« $" 5'. N/A - NIA b" B 3 (aOTNAR3 +^' N/A N/A N/A a" NfA N✓A N��. itm«rau) G NfA NfA !2 T/2• 6 If4' 12 Tf2^ $ 4f4° $ 1/4^ i 6 d/A' - B ,✓*' d B ij4• 5 /BO,T) 1. 5£t aP>EETs 1G 4 1 t FOR r•1ICRRDIRa irPE d SPACING. FOR IMX/ATfpi1S dttN W000 MAW BUILDING. YeNWAF ANCHOR 51=AEWDS AND MaPBWY EDGE 044TAlaCE ARE NmKh4ED 01N ,1a5 SCFeOFAE FOR E.tl. 1E55 THAN PfiOMrD ON 5aiEdAE RC-0lK[ ANCHORSPACING`B[ MLAAPLYNO SPACING SlW1Fn ON SOHEOUIE BY ME FRYLp� FACTORS. /OR iFeS CPE1Mr101R N � POS4RBLE RLDUP� SPACING OBPAFAD USN➢ FACTOR SNAYI. NW SE LESS 11MN YKlW,VY SPACING aa01CAlID H# FX3# N16WR i"Nf AT Aa1GIMITS LEQCND. AMIMOR TtPC _weoK Lf fAl-mv Rj#~I if4`i ��� M1/4•I rAex-w 1/4'w +ouwBn Mh dKaIOR>W� (IA) ] 3 } ] 3 tR J i� J ti(Y N4wR. E:D. 9mrc 6tt� h1D>b:TP Il).. I3 l0 PRE- v< D. ,ALB LONG $RA9s W INSTALLADON . FOR t/Oro S3L • $ 1/+ as QUAILS EQR R ULAR PANELSC & ft WIT T 4, O.C. PAPA EUWTIL= UP TO D'-D' AND 6 UP TO OT /TaIO INTO XISTI Q � OQD STRUCTURES ^ ' I PANF3mAiE FEMALE 1D 0R PANELMAff PUE3 a bUt F ORM •: ..\ 7i'. 1 1{2' O, c. wral , T Y IrK THREAGFD 2 n / n tgN TO IGDEW fOR ALL LEA UP TO" MPa. '• II' -'T✓, •+a DwFUEA 5,c , 1 F-a to Yr� neKSLTf. .. 1 i ... Nw w( / a TO �1 W/ 1 s wrNc i3 I EO T , I T f p#R"" I I Ea o E ) # r •� IT I w.t E f2 I 11� t _ EO s I EO F - I 1 t R. K'oO.i RgAOrn - i v )KD i i t E 1 ff S lKXO HEADER P- ! ~✓ E AE 1W ALTERNATIVE �_ pp S$Ra,E - $LESCHEDULE ON 10417 FOR W. SPVkRA A I k@y{g I II ON s`w a N +," To CLASS TD G445a.. �. TO ya3 GLASS. I $NA'G. PKR�a ) r • T2 1 Y E t I' T ED I f EO I 3g} ` ED to t- I SOL EDT. ` _. ;- i. ._....... .t €OFT-" • �. Ile ID. a 5/9' 1" BRAS BUSHING 1 I W'/ Vow-20a2' S.S. Ma- C d 1/4' O.0 - FEk1 PANEL wove If TO 5'-01 AINO a t ... r '.. � -j•'a"_.. L� ) $CATS 1 / /e`iA5(yI- YaPG A8i a .�_U4, :'r �.. "€ - peep FNArE I, $§ - IfTPUM +A90 PV.TE •. ,( ?i 1/4. OC FOR LENGTHS UP To IF -a• u- $ OR EH4-TO PANUMATE FEMLALE 0 OR 2• PINE I(' PA BAAIE PLUS a 12 1/2. O C. WITH I 11�Rrtxn I I/Y ,&n, THREADED PENITTWDAI AT.n'.rnnBA"r jf P I)I) Jj ..'I ,✓�"4 NAD e A 0L R,ATK a! T RNa'�yE Y!{ ALTERNATIVE 411f# j iA,Dw$0114 Or EMINIS WOOD PRATE FOR AL LENGTHS IMP TD W-W M- i 2 4• PLATE T I I` a mm,mDi OF SCALE 3/R-1- �E�ATIYE SCALE 3/6-1' YVDOg, FRAME �Qj��$jt,,$ (�q,N,�jIOR LOCATIONS NOTE .,SHUTTER TRACKS NOT SHOWN FOR CLARITY sCAt£:3j6.T" SCALE 3/8-1• Yj1i,lCciLNFLH{fir I" ARTIER/T 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D, DESIGN LOADS ,y ,a, '•; { "yt . •' EN Up TO +55.5, -72:0 PSF AND PANEL'S LENGTH U1= TO 6°-8".. try FLORIDA BUILDING CODE (Ht h ValdaSiy Hu#'f°teana �onej. 2. FOR NEW WOOD FRAME. CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE 140, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, w -�� ;, Z (O• ,.jr n2mo 1n.TEco,:W- 20 GAGE GALVANIZED STEEL STORM PANEL F.P. , �: ...� .» .. GLOBAL PROTECTION PR®D1JGT5r LLC, Oi/2a/8WO mPE, TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY �' gfi '...:. 44 5 fi t }A CLIFF' TEsnHo a cuulimv ,KIP 2Fs ss, a._ as- r�aew 4800 s.w. 51 STREET mWE FL 1WHI PxCt¢; (Baganu-)SRa. FAO. tBaekav-e7aa 26-176 INSTALLATION. AAJ+I`I n RF)N tMw .E mAL/SNRMTUmloATL �nG-mo€Ts WALTER A TOUT P,E t� ,Y. }HEFT It or a Iz ffm .. • E k i.. % A.. ' ..�• •AA.a •.M as,k-. :: � mil. t•i a « - A., •.._ � •i DUOS 0 EVERY OVERLAP 1 (. (f2 1/2 0. C) TO NOW PANEL rW Mn.(CASE I) 1 � 1 � i r 4 TAPOON a LP -GRIP CAA-N PANGAKU FEMALE N FMdLWTE PLUS a DESRA,6A.. PREP A'C'C5 j CalISHA1t01i M0.dILaa FA9r' LENGTH 1' OL) 7a WkTE ,o TO To O TD 0 TO 0 RAIRND F+ E C6R BLGCK tOMCRETE CONCRETE SACK EONCREfE &LA:K CotacRETEIaLOGK CONLAETE OF THEM G NJA N/A N/A 6' 7�A 6 N/A. 6 N/p I & 2 (TOP)5&0. --72.0 9-7" 9'9'9"99" 1 BOTTOM)'-O" OR tFSS61 •155.0-7;d7.. N/A N/A N/A 6 S. N/A 2 (Top) TO �, 5" g" 6" 9" 77 .J2= o' 9' B` 8" I (BOTTOM) 6"... N/A N/A N/A 6' N/A $" N/A 6" N/A I & 2 (TOP) +55.0 -72.0 ". s7 -6 TO 6'-B'. T)" 4' Q» 6' 9" 6` 6".... B' 6' 6" 1 (BOTTON) . a Kc •s•: • MAM,UM A.S.O. PRLSjURE' , DOW d 51r MN. FROM TOP OF ANGLE) CASE a (910 C 3' IN, HIM TOP OF A" APPLICABLE TO SECTIONS !F & .N'/ CONBINAn) MAXIMUM PANEL LENGTH "t` (EL) T m - - CALKOESGtR 41 RAIIRG s OF THEM +49,2 -615 3" 3" 4 lj2" 4 1/2' 2 (BOTTOM) 7•-W OR LESS +52.8 -r36.D 3' 3" 4' e 2 (BOTTOM) 7'-6' OR LESS +550 -72,0 ? 1j2' 2 1/2' 4• 3 lj2` 2 (BOTTOM) 7'-6- OR LESS .550 -72,0 2 1/2' 2 1/2• N/A N/A 2 (BOTTOM) T-6" TO 6'-D- 4 7 N A N A Y 2 BOTTOM ( 7--6` TO B'-•8' ALTERNATE LOCATION AT END PANEL •-' �� I f4'_ SEE SEE INTERIOR PANEL `-•^' END PANEL ' 9CRE.WLE -1aCHeOi3LE '�' i : NOA ANCHORANCHOR I ' TRACKING 'SPACING L,_...__-"_____-1--3' MICA -......J IN 4 SALE. 3d.6' m I' . MAXIMUM A.S.D. DESIGN PRESSURE RAT[t,l9,(1a.a.f.) AND CG+RREP.ONDING AXIMUkf PANEL LENGTH "I-".#IEI?U-E (gPpyLro a F oNLr SD g��Ns 1 a r uaLN[-d17'RT Fc� Lis aAFr1Y sTORM PANT.+ ^l^TEIa ON SHrE7 �GENS�•• No, 44167 �r ,ROOM/ ADC OLRaA tb. PA,&L TFE4`>a fl¢59AiE AMKn ta+NJ YPCRUR $P4tl YIN 1 TK) TO aAfS (3LE 3ECTi0Pby PNREL m,Ira,roN .Gao. -nA r-a` s J/4• 1AelaTm SEE SHEET TO FOR a SPACING FOR ANCCWR5 TYPE RN$FA6tATIDRLS INTO WOO➢ FRAME $a/I.Dltte. MINIMUM ARCIMR SPACINGS AND MRNRIUM EDGE OISIANC£ AltE MHNOOED ON 11f6 SCHEDUIL. FOR EO LESS THAN BIpGTEO ON 9ALEQAE REDUCE AMC'IOR. BPAETNO BY tdI1LTIP{.YIRG SPAC+Aa SHOWN0P1 SCNDXKF Of THE FOtI.OwNG TAROKS, MR Ml5 OPTSi:ITiON TO BE POSSIBLE REDUCEDSPACING OBTAINED USING FACTOR SFMlA. NOt SEE LESS LINO MWAfUM SPACING NEDIFIIED FOR EACH ANCHOR TYPE AT ANWA9iP3 LEGEt$J. J!$$IDR TYPE TJ45P Ile. 14 P 1/4I 1/h1 Mr. A11G9WA SPADWr^(Ir�) 3 3 J J 2 }j2 K 1:'oklne[AxCa 2. '+, 3 3 l _tl^•) _ Aa1ei. P.D, L'j�9ED1411MIC$j Nk`RYS 1 � .is - 2 1/2 Sa Law J FLORIDA MaSDESI FAAIIWRR RICH a5 sPumiC FOR ED. - 3 1/2' - / . A.S.D. DESIGN "eAPCON CF TAP -OW CJIX-W v,WELE(4E FEMALE m Pl.F$LAlE PLUS 9aL$! SLI � ro / & LENGTH PANEL PRESSURE RATINGTO TO To TO CR TO ANY c, oK ANY ;,ENCDR 1` (A,) 70 G4etGR6RE' CONCRETE 9LDCF. TO CONCRETE CONCRETE BLOCK m CONCRETE CONCRETE � BLOCK TO GONCREIE OONCNIEIE BLOCK TO CONCRETE CONCRETE BLOCK TO CONCFKPf ! CONCRETE i fILOCK THEM Or, ONTO 6' }. N/A N/A N/A 6' N/A 6` N/A 6" N/A N/A N/A I (TOP) 6" I A' 6' NjA N/A ( �N/A 6, NIA b" NjA 6' NJA. NJA 2 crop) 6" N/A N/A NjA- -� @'S" - NJA - 5' N/A: �jN/A N/A f N/A i (6071AM;i +55.5, -72.0 OR LESS 6' N/A N/A N/A �B" N/A B N/A 0" N/A - N/A N/A -_.._ 3 & 4 (TOP) >7'-5" TO W-$" S. N/A N/A 6` 5' 6" b' 6- S" N/A N/A 5 (BOTTOM) R-` N/A N/A -1 f N/A B" -6" NfA 6' N/A 6" WA N/A N/A 7 (LOCO 6" 4- N/A N/A 6` 6. i 6` 6" j 6 N/A N/A 4 h 7 (BOTTOM) N/A I N/A� 12 1/2' 6 1/4- 12 1/2" 6 1/4" 1 6 1/4" 6 1/4• 6 1/d" 1 6 Tj4' N/.A N/A 5 (TOPJ$OTTON) 50.0, -53.3 NfA N/A 12 1/2" 6 }/4" 12 1/2' fi i/4' b ij4" I b O/4` 6 t/4' i 6 ,/4' VA N/A 6 {TOP/BOTrOH) 6'-$` TO T1'-2" +55,.0. -72.0 N/A L N/A 6 1/4" N/A 6 1/4- ) N/A 6 1/4" I 6 1/4' a i/4" 6 1/47 N/A N/A 6 (TOP/BOTTOM) '-8• TO 11`-2' N/A $ N/A N/A N/A N/A ! N/A N/A N/A 6 t/4' i 6 ij4" 6 if4` 6 1/d' 6, 9. 10 (TOP) 43.9. -46.0 61 4' N/A N/A N/A NJA N/A N/A b` ` 6' 6 1/4' 1 6 1/4" 6 (BOTTOM) OR OR LESS S` q^ N/A NfA N/A N/A N/A N/A 6" f b" ( 6 1/4" 6 1/4' 9 (BOTTOM) 12'-A' LESS N/A NjA N/A N/A NjA N/A N/A N/A B S 1/4` $ tf4". 6 1j4" Ttl (BOTTOM) SEE $IIEEIS 10, it AND 12 FOR ANCHORS TYPE A SPACING FOR NSTAUATION:S INTO WOOD FRAME BULOIN, ANIWIA ANCHOR BPACrNGS ANO MINIMUM F� D16TANCE ARE INDICATED, ON THIS SCHEDULE. FOR E0 LEM TANK 04COATED ON SCNEOULE REDOE'E ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE F UMNG FACTORS, FOR THIS OP,RATiUN TO K POSSBLE, REDUCED SPACING OBTAINED USING ACTOR SHALL NOT BE LESS TtLAN MINIMUM SPACING 40CATE0 FOR CALM ANCHOR TYPE AT ANCHORS LEGEND. ANON TTPE tfA'M T4Rw If4'A a ,AP-dlP 1/4•e 1/4'e 1/4•P t�gE a -at DNX-M ,1/4iw 4IX1D-5E7 Art ANCHOR SFACM IVI) ] ] 3 ] 2 'A 3 wwa�, �,�.4 (AalvwM Oa,} 3 ) 3 3 3 J ,/. I -owe! p-,yK N,yA $1,} 3 3 V 3 1/2 3 1/2 3 1/2 AmK m WK 061Wi7Q F A-C 7 0 R 2 ,/2 INSTAUAT ON DETAILS FOR REGULAR PANELS & JA INTO EXISTING WOOD STRUCT!JRES I M lE PLUS P TIARA 6 O,C. W 1 7 B Mt _ _.. . I O ELMATE PLUS .. ,. ,�: ., 6F4" i'7 -( O 0C. w // /j , .. je. _ .. .. , � ., .. t; 0 AR{£LMATE W 4 O.C.W 6 $ P EY HEADER 70 { 7HREA0EO EN , EXISTING WOOD HFJ10E14 7H T } TEEMED PETNEHEAMER 0 N r EKt5T1 G WOOD ItEA(R'H YAi4A RIC+IDER REOUiF" if PPIRER{AT11LN F0 Ea,STtNO W0O0 HEADER t r i r� a 1 I � I' f I i 4 $ t a I T I wYr 0 _. J 3Y' fTriW NVt s EVtRY ano e t2 (( et4'O.t WOOD WI)D HEADER 3 .__ArNG E t nENY 5na v i b,4'O.G l i ! � I 2 EVERY aTa $ � I aT4'OG ✓ IREDu1RE6 . .,. MR, (,1 IEDUI!Ee 1r � �I t 1 SEE SCHEDULE ON SHEET a EEE GCNEMOE ON SHEET a I SEi SCNEIXAi ON L SHEET a ' (3 FOP lRN. TO amn 1�Foa Mn. SEPARATION ,1 I._ TO OLWS I : f0R W S:PARATION �. ro GLASS ' P $ �:. • ARK. PANEL LENGTH tr4'4-Y�Y° a$ (iEi NOTE i) N5. W/ ifdY x J/32` tNeNG NUr _._"` ,_-_ __.. ... • BAaly 9YEw•AP y N ; .. - - - - Max. PANEL LENGTH NnK PANEL LENGTH I ,p 'a-.�Nn• 8S. ME NOT- i) j 114 i-9k%,' S.S t � (SEE Now T) { 4a W/ a/w. t 3/J2" NOS PANT ;--. _t ._.._..... _...➢ 3/JAL vANO NVP ,...t._ ..-_., ._.._.__.._{ ',. i e Ev,TI'r wtT$AP ,� P a LNEm a�Rwr 3 f i E i i k R i -lox 1 SOF ` F t O i' MAN : t , P I OF "L"MAX t MAk MAX 1 OF "L" MA Nut -. - E0 .._. G.. - . i. _ £a• , . i`f-V, YR,�Y-4c 4 _. _..I t.-'• I t : t j i' y _ 0 S' LAG SCREWS/11/ 2 ..MIN 2'x4' WOOD PLATE `:` - - �': �I I4-TO RANELNATE RUS 2•x4• WOOD ' ... PLATE 9 - _-.__ ._j_ _ 2•K4' WOW PLATE _' ____ T11R6TOE0. __ . _ REQUIRED REQUIRED 1"p 4T $ IJP 7/$' , ' 1 M t( REDUam ! PENEIRAnDN AT OF O i MRAPOTH PLATE . MO WIDTH DF PLATE i 1/4'0 LAG SCREWS a _ �a O.C. STAGGERED Wj i DIRECT MOUNTING iN*..`7,'AUAPOOH THREADED PE7RF,TRATKYa - '. AT MIDINOTH OF PLATE -1 ____ ,. - ALTERRbTNE $w SCALE 3/il-1' mm NOTESo :'SCALE 3/9-t" SCALE 3/3-t- I, INSTALLATIONS FOR ALTE,RNATNES BIN, 9W & IOW ONLY VALID FOR (NU1011"Altot" BUNPANDLING LENGTH U,O" SIGr 14ADS UP 70 4.43.8. -48.0 P.$Jt ANDJ,O�'� 2.. FOR NEW WOOD FRAME CONSTRUCTIED& WOOD MEMBERS TO BE SOUTHERN `' @• GEMS ',•t �.,� PINE NO. 2, W/ SPECIFIC DENS" OF 0,55 OR EQUAL. „ • ': i> .. FLORIDA BU1L,(NNG CODE (Highg VelocityHu Una ions NOTE F()$, COMBINATION OF R:FCTION`:.. - 0 416 N . * = c2GN6 TATECO, WC 20 GAGE GALVANIZED STEEL STORM PANEL IPA TOP & BOTTOM MOUNTINGS CAN BE WAY T rF ANY COMBINED N ANY A 0 SUIT A _ B ' # : r�"- •--- -- =. G'•, S7 TE I fs ; - R y GLOBAL PROTECTION PRODUCTS, LLC. �1CR yy►► /�.L4�i ENt. aT/2eAwt MIL INSTALLATION, F - . (% • ., L RID y FS rr� TiLIaT�T- TDROIN sN A. it Le wesA+ GVEM4 w 3a1M r+. , ABN m-,nv 48GA SW, 51 STREET tYuE. FL mu 14 R a E IB34)d0-7]# FAY f94+)NP-0707 20-176 oNnwPa xa: G-0008719 wAL1En A TAL)i k.. P.E aa*nw t� Re: w mn,w nm - - 31eF1 12 9F 20 T i 1 F I T INTO EXISTING WOODl, 51R.UCTURES TOI WD HEADER Tarv I� .1. ( Ri Elt IL i �t .. 1) EOL_. E0L_, I# f RED WeRc NU$ a LA£RF RLXF.wdf' vw 9 12 i/2' ae R ALTERNATIVE 1 ALTERNATIVE 2 ,A .TNT• ENE ✓ YACt /$' v i Um) (sEE.� I �- "•oew in•L o cs E6T. (/t4) } r�yT F i I SEE SCHEDULE ON 'deft ,< MR w ED f - E t E O R £a - I 1 gIg q mot_ f,_ - TE •. A • WOOD RAM 1 AEOUNEO Y i{'i �'V. s C-, ALTE ATiYE 3 ALTERNATIVE 4 p%�CRI - I l fi"s. LAtN 5L'REYP3 a $` O,(. W/ 1 f f2- ys; t/14 T14/8' LOW,Vl TKBi OR +f4i;Oaa✓$' LL`7F BAST 81AIw6 W/ T/4v�Eaar s,s: a AR.TER'tNA�'IVE rE14u,E d, aAMMILM 0 rPUZ WOOD FRAME CQNDITIONS $[ .ANCHOR LOCATIONS 0 / TIMENIM wr a 6. O.C. W/ t 1/2' W. PFJ$TPAnaN t0 LNCSfa'1G w000 scab a/e' = 1• PLATELD RU7E NOTE SNUnEA iflACKS IMi 9ROWTR MR CAda-- 4v„+uluHRtay WALL MOUNTING_ INSTALLATION �43,<3 p,•TILLlT��k ALTERNATIVE 1Nt ' No. T FLORIDA BUILDING CODE (High VelocityHurricane Zone) * E OF W a ro2c a zo. NC 20 GAGE GALVANIZED STEEL STORM PANEL OMANN ar I, INSTAFA11OM5 ARE ONLY YAIl FOR SIR DINLS WIN AS.G. MS'GN :DADS UP +ssa, -72o KI AIR) PANEE'S LENGTH ALP TOa° B, 2 FOR NEW W00D FRaEAE C[M3TRUCIWN: WOOD MEN 90?S TO BE SOUTNK"Rx' TO ST z KT •, d errr (C fp-•sue„ r,.... MJ29/2Rm GLOBAL PROTECTION PRODUCTS, Ld G: a,E <rp5 5W, ST st$Ba4 PINE NG. 2, W/ SPECIFIC OENSNrY OF 0.8E DR EOLWA- - t�IQ �{t. A"JAR Ckaar O a ENDS 2N9N CO +ANY S, SIN a. A. JW Wtlgw y E, M1 SrtB1 $A'+W, R, 33ai< "am teB4)SA9m7349,. 30 I95k)BBR-m, 176 - - -. RElil 1111 fAAN R<a.>'. ia9n ns-,StA AM . [Y:O7 RNR-rKfi mm w; aF w aPl �r Kti, w N'JAwM M dM1IYJM RI- FE. SE/A/SRSIII. SE ' ' G-YKpG1iO WaLTT]a x WCut dr„ P.E Y4-ttlt - y: ;m m Or 2a N C- 0 V.� U N 00 O -0 0- 0 L Ca 0 � 0 Cn co �.A� -0 O ��/�/�� V ) W J ern LwV Cn L T U) 2� 7 CC 0 L CL R.,A. . e c� 4i1 �y r-3 t30 L:'y L� a @ (a A C'4 a"3 o Y CQ a) G cc ai ED im w � C°' y L2. E C,) U LU Q Z z Q n SHEET NO. SH 1.1 - 11 ­ - ----.-I-- - - ­­.- _... . - -, .1 - . .- - - _ AACRORS (SEE SECTIONS ON SHEETS 17, 18, 19 At 20)__ ___,.__.,_________ ___ --- � 3: MAX. W17. 4A/17. SA/la, 39/t7, 411/17, W B. r MAX I i LLATION MAU EOR 9ETION #2 E08 UEE SAFETY MORM PANEL SyjTEM I A , , .7 mft * UW/19. 7AW/19 At &AW/2D GON/10, 7W/ 2 4.1608120 1, MIN.. INTO EXISTING POURED CONCHEIE OR ONCRETE BLOCK 51RUCTURES . L D.M..,U4)__ � - __ � I- 10-1 . I ,, - _ _ I_i_g* TAPCON ANCHORS � 4 PCON ANCHORS __ - - - I- - __ - ______ ---- __._________.,.____ ­­_.___ ------,---,- _________ . i__ , ; "'. ___ __W AA`.TAJ ­jj:4" TAPOON ANCHORS C.0 GO , i � 0 0 0 1 0 0 1 6 I ­ 0 r GO' I , . � I POURED CONCRM 111 , , i - � ; � � L p POURED � - � , - ., I .0v=GmT_ ,,� I IF __ WrE, i N ;m I , , - '. - -,-----, _- OR CONCRETE �� �; 11 � "I OR CONC: I I I I RMACRE11 3 : �. I 11_�_ SLOCk Rtat"RED BLOCK KWWD 1 a � BLOCK REQUIRED : I -2.1 , � , � I F , � I I I .r_---jT­--------­ - ------- I , C_ I r-C-1.1 - BLOCK REQUIRED I I � * � . I i /A- i � "I � i I I � I ! 1 `1 I � I i I � L�-, � 1/4� , 1,4' ; I­L--� �� I I I : . � I , I :, r- -1 M ,-I I i --Ai � , - i i I � j ; I I r . I E , ; : I..",-- � I I vsl�_ � I I . __%_4!x`_ ' 11 I iL I !I I 1 F, T _! � : I � ,&* I � J E.O. : A - I Us � I I � I 1 1 j I � � I � I 11 � I � I � r I � I I I ;; 4� �� I i � I � I f . I - L I I il i 11 � , I I 111 i I j I i , - I � : J I II � , , " - I � ' � I I . �11 __�,�_'� � . I i I � � i VAKLAA, � � 1 I � _� 1 "' ;411 11 I I IT L��L� 0, � I I I ­­ I I ! i � � - L � . I 1 ; I I... - � , - I PAWL : 1 , : � . 11, . ; : IT, I I �! - - - :(DoR (D � L 1 a t ,, cu.R@ � 1 4 I � I_ " � 11�­'�, � Ist .A. I I j : -W" IIIANEL ��i � I � I � � P-�m. � : � � . I I I T I A i I I i - � , I ; t ; : I 1 _= . ; � - I ... � p , __1 t______._____ � � . 1, , �; __ -, �I_ , __ ___ -1-1L. _ I ;,I I I - MROMPAM m , -(3 1 _0 Z , ; --a , WSOMMAs"m ---,- - __ ___ ____ - ___t�.­ - � , on - �, I - I I 1, ­ .-------- __ � ­1 m - I � __ � ­­ - - ­ __. --- ___ __ - _________ =J% i � - f- A�mn F W"Put r Z= r- I - -- - ­�-- �-- ­ , - "Ll 11 2 21 , � ' , - -,-- ___ A I ver, fic : I I o'aalm ; i �;� ' �;:-�-,;,-.%-,-:iA­ � �; � .i_ - __ �__L,,�, � - Iow,j, � 'ji� 44 -4,;j. ,-7 1 �j PANEL LENOTH I I ,4v (SEE i : i � : ,j' 04 Nff WASHOR AT 'I SCHEDULE) � i j �� I I ! � i I I -1�,� , , I 0 It - I "O" ... _ r . , I I ,_11 � xsRAIAP � �L,: , I r Cyllll� i I "" ! � "I 11 i � 7 I � : - ... -.1 . I I _ � , � � ; � I 4-Cf, I -1 A. � I -=-_� =19 It -m 1. - � 1_� � I - ,� ­­- T �- N, - I ­_ I -1 __ - . I I �11�xr --- 11 ­A�, - I - ' _, - " , S, : I 119 - - . I " � � - F 1 � R � �l� 1, __ - - � ,I, �,_ -1r,11 11 . � I i 6 , I I'- I., . � I 1, I I I I I � , , : I I � m r , I I * � L I ; 1 - I . � ! " � �1 � , f � I _ i � ; � ! � i , , I i � I - � 1 � I . � i ; , I , i i i : I ,,�,� . I _ - � j A ; i � � 9 " '6" 1 1 -11 I i 4 � � I ! � I : ! .I I I'- I � A I A I I , . mq ; , I - I- ­ I - 1, - � �- :,�_ : :- ! -_ - ; 1� p I i � t .� I 11 , i .- _� 'I _; - __ I - � . . I I � - - -:­�, . I ,� - - � i 9 1� I - . -, c_.__ - , - - - ­1 ­ I I - , � 1- " � - I .. - , ,1 �� I I � . , - � , - L_ i j - . I - � ''I'll, I I i . . b; - ',�� L, 4 - .. L ­­ ------ !--.-. �._,___ ___., � __ L_L_.,___ ___� L 1, - 'I . : I � I �, ,� I ` , .1 I � " 1, bi � , ,-��=_ , - I r -* ,­-A� --- �4­ 7­�-­---ih � I I/ 1�, - 9TM.W,,,­ I ; � I i 19 *_1W 1�__ - - � __j : � m�,,o; , -, , I , I I I , 0 - i- I I p_ , , � I I . , � � � I - , , , , , � - � - � - � - � - � I I , - � W= I 01.1 - ; Nusm BOTTOM COMM 1`1 � � : `4 LAj[ j. I � � �, 4 � I I� - -1 - -_ I . __ _ _ ­­ . f I I I'll I- 1. -_ I � I I � I_ � .. . I � I ;Im�. 9 .1 r 0 , �i , - ..1@O*__I Z4 1 -,g'_,-_-__ -714 --- I- � I i ��_ :_ _hv - - i I T_____ - I . , - � i -1 i A � i I ; r - , 1- /~-' �, - , . � � I i _;AX_ AA/17.54 13, . I � A � I I I � i ! 4- 1 61WI7. HIL .ft'vau"691" RAW, - . I I � , -X 'k tz�!�, ��17�1m/n% 3 NMI i A I - i ; I 11 I..", is "W/20 QMRIOR 9 & WW/20 I" mlm.� I - I I 1 1 a � � ; I - �-- --- - ------ - -­ ­­ - - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)­---­__ - _. - 11-11-- ---- -- ­ I - -.I ­,"""'T", , I I ,�,� :��T;,��;l � a- � ":, 77 � I ll,, � I - - " ,��,,�,�%�,�4, 7 "'" , , - - �� � "I I - � � 1 777 - �,­+,11111111�...",�,%',,' , � . � ... , - A zl, 6 , E DA ;�, I � . I ., A I � (31 � � , : . 11 I I OP110N #2 FOR LIFE 5AFEETY STORM PANELC-I) ELEYATIO I E 11 ; � : r � F O.- 11" I � I -fD ". I/."- OAP ]_� I � I ;: �� : I I'll �� - � ! � I �_ , � � I , � - SCALE SlIV-1- .c_ "' '�_ � ---� 1 4:: ; L , �'-, - �, ,� ; ­­ I, A -_ - F :4 P,�_ � �. i I '_ t__! , - _,____1j : 1/21­c� I � .. "!i�E - � ; 4 4-2W _' N_S W` - I ,g T I : I,-- --f, ,- - , "- --- � le k=- , '__�/;s.3/V`WSm NUT WASHER I- � ;y - - ", � I ,_ . 'I'm I I, � -, WING NUT "" - " 0 12 1/2' 01� � I - ro /32 , � 67 WAI.3 '48'. " Vjr 1� LER i � I � -?-' "N SHIER 0 12 1/2* 04 1 ," (BEYOND) : - " � ; ! � � I � 1 I � - TAffON ANCHORS TAP�0.4t,Allel*" , - 1/4- TAPWN mesoss I - ___1 jv! ----_r.' , -- /.- O.0 =4 1 41/2 O.0 : a 4 A � -_ � ��� � I I 0 0 r* 1-1 If, M _�, Immi - �� 11y, &X4 IUW WWWA UM **I W Z E;W"*1AN:9!?.M Pk RNFIMMIK"', rVIiiIIIIiIIIIIIIIIIIiIIIIIIIIiiiiiiiiII K#1:4zi:k-l;k�i;toljzLtm�.Ti-liv�L4l,,,=zm3LM"zLell';Mgwmll!- III) I !i#j;I:q)11j__ MAXIMUM A.S 01 Mox. PANEL LENGTH I I � - MINIM I UM SEPARATION PANEL DESIGN PRESSLIRE L (ft.) i i RATING (p.s.f.) (SEE SEC-PONS) TO GLASS I CONDITION +55.0, -72.0 8'-8" - 1 2 3/4- 1 UNBOLTED 4' TAPCON A1.011M 9, or. I 4 i � cow I I ; 1 __g - � 1 I;; : i - � I . I j � I I � ' -1 t J ' � L , ��L - - � I �A I � � � I .� LL ; ; A 6 fa f I I I 4 � r 19 " L , �, .1 : , : I - L I �­_ ____ __ I 9 I . I I . � ; . I 11 ­­�,T__� _ � � -,- - i I � . I ! � ! ; . � I I I tr I - C� I �: I � - � ! z " , I : I I .. � ! - - --.--I----! - 144'!-2��14'&S. M,& W/ /B,.3 WING NUT WAPIER . - WAOQMEO W/ STUD) � , : 0 4 Ilk- 04 �- ­."'M CeNCRETE " L .900to CONCRETE __POUPED CONCRETE i COWJOTTE OR OONORETE BLOCK OR C014CRM &,OCK AIR CIDNCRCTr BLOCK .-POURED OR CONCRETE KAXX REQUIRED WALL MQUKIM INSTALIATtON 3A REQUIRED _ ]ING INSTA ION REOLORED WALL MOUNnNG INSTALLATION REOVINED WAL_ MOUMM I LLATION WA a;= , - 9-SEQUIMAR-PAM SCALE 3/5'.1" M&IM-M 0 UEE SAMY PAM SCALE 3/8'-I' 0 M:&EL SCALE 3/8*-i . 0 A�NE SCALE 3/r.1, -_ I W7 SIX 94M 19 a 20 'MR moos TYPE & mom TYPE -I/ SPACING FOR INSTAUATROMS INTO MOO __ - Ammm W*CM2�) - ROM 1101.01111� MWOMW ANDIM SPA.0" AN M IT VWWU COAX OMMAM ARE ITAWATO) ON AIRS _­;� n; WHCO= FOP ED , USS PAN INW.A= ON X - ,I a SOCOULE RmI MOM" PAM By MULTIPLYWO SPACING, SHOWN ON SCHOX" AmK " mm mmm - - . ft" BY THE muchoma fACRISS. MR THIS OPCIIA-TION TO BE POBSIOUL ROOM . ___ - __ I �0' - - - , - - _' - 41% - SPACING OBTAINED LIM FACTOR SHALL NOT yr - K LESS THAN MR&AAAM SPACM INIRIATM MR EACH MOM TYPE ON THIS sc�Kvutx ______ _! . ­ - _ ___ _r - - __ - I _­�_ ,- - �� _____ t I - A', - -1 pe"RED ft-m OR INOW IsLmic ROOVARED I . INSTALLATION DETAILS EOR OPIION-#2 FOR UEE SAFETY STORM PANEL SY5TEM INT_Q EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ 4" TAPCON ANCHORS 1,(4' TAPOON ANCHORS _:�O, Ole. � 1 _�6 O. Ole. " i , POU I I ,��, 11 � 8"' GOV91. ,'Z "I OR CON. REQUIRED � I --, 1/4' . N, 1!/4' 1 Amcm , __ -, - A I I � I - - -'L - _.- - --,I Em. %, : 11 I � i1113 n_ ,� , ! ! . . �z It Ad 9 i A 4A ;-_ I . I I I � I �'� . , . � -, ED.- 1�� r . � , , I ,��. , ��� I �� _.. I I , , . ", , i � , � i I , � , " � , 0 1 � , , ,,� I I I` , I I , - , -T I � � � ; " '�` : � I �1, 11*­ 10'. FANELMATE PLUS *Fj : �__­_ j 18'0 . 3/32* WING NUT WASHER i 0 8 t/4- Oz. ; � -7 REQUIRED WALj_ MOUNTING LLATION 50101 VAA A 0 MI&L"Im SCALE "/,-,. SIX SNECT 19 & 20 PARAW-sm TYPE * SPACIMS. FOR INSDUATIONS INTO WIXAD ANOW TIVIME I ,le* , "�.-w 11 -I"62ft- . Io,, mom AoMmom ('0 A I FRAW ALAAAAAR" MINIMUM UM CM =ARE`=7r0= - on) � 'sXP-- I' �___ � __ 3 3 SCAMOLtE TOR " LIM TKAN AMICATM ON SCHURAILE REDUCE ANCHOR 9%3IW W OMMYNO SPACING SAIOWN OK SC413)IA.1 ma,� , c.� S.I.. OKI � 3 'r. Ammi. zu iiii oviow FACM BY YHE FOA001NO FACTI)IM FOR THe OPMaDN TO K P0556,14 RM= - - __, vr_ _ _m - -1 - - - I _-, - - - SPACING OQTAM LIVING FACTOR Sl� W BE Lm THAN VIRMUM SPAM WICATED MR CAN ANc4m riK am aIIS SCHEAI I - .--- __II, lin. -- -- _ , � _ � _ _ _�___ " __ - _ "-,. I'm I I - I - I loi, ,--,--. t � I'T , . - I I :AAr Is"I'MINM . r sre, : 1aT%_i_ - - __� ­___ - - "I I— I C A . i m� !,- -I-, . I ____ I - iI * - � "07 qA:RJW I___ -.,! .-,,-- " 1 - - ,,- -- - --,,,,,: _ , � � 1, � I � I ; � I I � 1 � � ; __ a 6� 1 1 . I : � l � , - ,­� .,-E ',_, ;;; � 1 , I . L , , _" , , - ­­-­­A­­r -­' . - I �_ � - "I ­'_1_4;._, r ,*:�.I!,=r. "I 0 3 (BEYOND) � POURED CONCRETE OR CONORETE BLOCK ACQUIRED IN7ING INSTALLATIO 0 u I I SCALE 3/8--i- gm _6­0 (1) (1) _c_- U) _0 -m > (:L) r- -,-, 0 I (L) I_ a) 0 L_ CD_ -Imma = _0 2 C) = ca. CU 0 -0 0- . .&,..1...j 0 W - U) a) t=: C 0 -0 0 0 -0 ja = 0 C:)- -= a) = .O- U- - M 0 -0 m M ,.+- 0 CU > - Ln (D E " a) -1--i L_ 0 0- .D .1-- (n Cu ,0 ,-. -6-0 M ca. � -0 = - Cf) < 0! 14 z z W mi __ _ __ _ - ________ ------- I INSTALLATION DETAILS FOR QPIIQN #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLA11914-DEJAILa FOR QP!lgbl #2 FOR LIFE SAELU STORM PANEL SYSTEM, GENM& NM- VAUD E-7 H" ,SM PA41EL INTO EXIaTING W09Q $TRUCTURES . INTO EXISJIN9 WOOD SIRUCIURES � I E-2 RANG STORM PANEL SHOWN ON THS PRODUCT EVALUATION DOCUMENT (P-E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN a 1) WMMVM EMBEDMENT OF TAP ON ANCHORS AM PANELMAT,E FEMALE ID & I'AMIELMATE PUJS INTO CONCIRM I" � �.. I 1� I A L�T __1 1� - 7 ,, . ­7- - .1. C 4VI3 1 - ­ I1'____ - - F I -1 " I - _.- "._­ - � � . I �� � , , I'l ACCORDANCE W1714 THE 1020 (7th EDITION) OF THE FLORIDA BUILDING CODE. OLD" SHAU SE 1 1/4' 1 � � , , - . ... �,� ! I ; I ; I -fliT7 r-,�-,-,�----TIIT , , � --, - , " I ` i . I c . . � -- f� '� 1-1, - C= I , I - " " i I -TA: � �, �i� . 'I I:! ", , I � I - I " ,.. . ____741� 1 �' �., _'_ : �� , I ,,,� � 1 . I 1� _" 11 �Ii �, , " I . " - - , iii DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or THE ARM MENVONED) CODE. 9.2) MINIMUM CUBMWENT OF 1-14*9 X 7/41' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRE - , ., - ,., ,�'' P; WOOD HEAM I lil� - M�ADER � , I �,_ ��, � - ,�, � I I- �_' 1>�, �i, , , ­­_ POR,A WIND SPEED AS REQUIRED W THE JURISDICTION WHERE THESE SHUATM WALL BE ANSTALLE NO 1MBICOMENT OATTAG ANY FINISH MATERIAL SHALL BE PERMITTED. " _REOUWD -1 - I'- : -W NE40M � '_ 11 ,� I I AASTNG , , , I I k , " In -11 �, , , , - I '� , . - 4 11 � v , I � 11 _ - - '-, �i " " i� "I I ,I�, FOPA OkRJDCP*NWrY FACTOR K;A_O1jO51 ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A 0 1/4 0-20 SS SIDEWALK DOLTS USED SHAU BE LONG ENOWN(SHOULD ANY nNtsil MATMIAL EXIST) To I - 11� , t , Q0RA5ADm EAV) , L 'i � v RED �11 � "I X � � , ,,, ,`,.� I- , - I ,� , '111 - III fl , PRESSURE RATINGS IN " - 1, " I __.��, ��. T� 1�11 ___��, "I � , `��� , � , DESIGN OICATEO ON $HEETS 25 At 26. ENGAGE _V4' INTO ANCHADIRS. ; , - � - I I J, j ill ,-- - " % � I'- � 1/4-0 lt.F�ON a r O.Q, ,,,,� -- , , ,4, 6 Ole. I I � , 1 ! - 1� 1� I; � ,. I � I � , , I I \ - , � W, I,. - IMREAM ,HREADED I __­_ El"A.I/T . � I _ " I SHALL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS By muLTIPLYINC THEM BY 0.6 AN ORDER TO r, 3) IN CASE THAT PRECAST SIQNE� OR PRECAST COWRErE PANELS BE FOUND ON THE EXISTING WAU_ = .,�, 11---i - . A. 0 OC, 1,111. - ", , ,� IN OMER TO VERIFY HE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM OMMONED PER Asm 7-if ,� I . 1�i e, li ,qli �, ,--.,.- MIN I ... �� ,� I ;- __ _�(/41*11;= 0 6' Ole, � I I I- '�' � �r �Z�70N AT �� I, ; " I � I I 11 ". � �� 1, � , � I , . I ��j . t-11 / 7 _= I � . , r �!] / PENEM71011 AT WOW I PEREPROWN AT WOOD �", � � I I - ENOUGH To - I . . ,� Ir HEADS 1�, 1 Im , HEADER I ,- I 1 � HEADER I . I .. HEADER -, �' � I t, HEADER ,,, �� � ,I , . . - TO COMPARE THESE W1 LANK. MM) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 . ANCHORS SHAILL St LONG REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE yia� v I i� i I . - , I ,� I I � LL 1� I I I � I � , .,. � � I . SMALL BE AS MENTIONED IN B.1) AND IN 8.2), >_ 9- I . ,�i - . I ., � I . I . 11; . I I ,� - � - 'L .Q W" � z: Lj � .de we � - .0 I , - .1 �, � I ­ 1-1 , :z M901116 4 -_ I - I _= C= I � "12- � - ��,,' 3m*m � . , I 11MR4990 I I - . I 1 2' , 4. . .1 IN ORDU TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.M AS TESTED WERE NOT MR STRESSED, A 33% INCREASE - . , , 11/4- . 1 1/4' 1 1 i , I � - � . 4 T . . . . I ; !� � al;� f , 1. " .. 1/2- IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THER ANALYSIS FASTENERS SPACING To WODO HAS SEEN -CC I - - .1 ! I I' MQ-- _-, , I - , I " I r 7 1 � I UVERM1140 IN ACCORDANCE WITH NTO.S. 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF -THE ANCHOR'S W = � , , I OR I MI"!I", __1 I z � � I . I Llf = = m C..1 Q q I . . , I . I'll A ,� �'," A M,.-, '. -_ --- _ , I . .1 . ,� i. " I I I -i - I ,, I I . r ,� I - I I I � -i t �: , . � --- - - I � A I MONUFACTLOREq, - I I W'. i , I I : N I I I I I � , 1 i 2* ', WOW HEADER I I 1,14,` " Ai I . I WOOD HEADER ' , 2- ' I ' STORM PANEL'% ADEQUACY FOR IMPACT AND FRAME RESISTANCE HAS BEEN VERIFIED IN ACCORDAPICE WITIN SECTION 1626 OF -m = >< � k i I , Ann 1. i I - - , 7, - - � " , . ­ - -4 ' � I . 11, 'I ; I L - � . I , A/ � I REJURED � . � , I R111111 - - ; � THE ABOVE MENTIONED CODE AS P 0 FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTDCOM TAS-201, 11 n SA,AL1 RE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SH.UATS _; = LA_ Q - - . .. � ill I ! . . . ; � , I � I � I ; , . � , � F� I . � � I TAS-202 AND 1AS-203, TO BE ATTACH D TO INSURE PRO , PER ANCHORAGE., THIS 'SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE, OLM - 11 � , I I. � -.1 - I : _12L. 1 OR WOOD FRAME BUILDINCS, _-4--.I,�L h I . -, ; %IT �� � - I : %. � - I I I ; ; �, � -1 M� ' .!2 m = - !___ , S. I : � "I ; , � 1 i � S, I t-- : I r__1 L �' � '' � � � M_ I , 1. � " , ;-.� ; LIP., � i 2. nos sYsTum w mN DESIGNED To Dc Dim= ON THE pLITSAGE or THE IDPENT4 ACCESSING tHE OPENING FROM THE W -= C'A _= - � ; ri;;il � I : : . a : � �u : ; i MOE W/O -THE 4U OF A LAWS OR UFI, THIS APPLICATION IS VALID WHEN INSTALLATION 15 (WENDED TO BE PERFORMED I ; , 0 11 1 1 . (D � ! ! 1� CD i , 0 FROM THE INSIONE OF STRUCTURE, 12L THE INSTALLATION CONTWTOR 15 TO SEk/WLK ALL SHUTTER COMPONENT CODES WHICH REIVIAIN IN CONTINUOUS �2 .2 �� 29 : I ,ING - 5VARAMAP � � �� i � I � I . , : TO OIAMI � 1 I I MIn. 191001NON ; 1 � I *I Wftnkam ; I CONTACT WITH THE Wilf" TO PREVENT WIND/RAAN INTRUSION CAULIK AND SCAL ShVT1S TRACK% ALL A14OUND FU1_ 1p� 2 4) , I � IL, V­ S j- TL* i . cIAIx � � I � I to GUAa` . 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED fO BE LENGTH. PkW LSITIH W_ I ; � - (m =.a. A � ; I PERFORMED FROM THE INSIDE OF STRUCTURE. = = :E� Q� _L ORAT 50'swu " : ! : I Txrrw I - i I .- = PANEL LrKTH I I � ox SHW, 'a) 1 13 STORM PANEL INSTALIATION SHALL COMPLY WITH SPECS INDICATED AN PHiS 0 WING PLUS ILOINO u ZONING E_= : I i ! � -I. M­ I I � EXISTING r I I RIk ANY OU AN :. C;I . -C . EXISTIN m I � (SEX NOTE A BELOW) : , PAKE LLNGrN W, SVAMATKA, i (SEE NOTE I BELOW) i ' MILELENGTH I I CLASS __� i ! ,I 4. SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HOR90WAI, SLOSS STYLE WINDGK WHEN REGULATIONS PROVIDED Ety T4E JURISDICTION WHERE PERMIT IS APPLIED TO. = LjI .F, 3 I .. . , � svAKRx_ � L 'L, M., � CA, - .. � . -� TO OA!;,, I , I (sM Ni�MNII.KLOW) EXI I - - z � j TSXA. I � � V M.. - - �IAO`Amaxo : I i o" 7-", .1� ____1I To O-W : - eel_owl Is OWS I - --I-- I ! _.� PAR 3� Ana GLASS --- ; .1 im_ . - - ------ 1� ,,, , " � - - W -_ I I -- ­­ ,��i:�_ PANEL LENGTH 1�_ - :-3� i Ism SOHEIAAA I I I - - ____ -,-I-- 'I- GLASS A�m � - - tm SDAID'I'S I ! I PANEL LENGTH INSTALLATION r, ACQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCI E. 14 ATRIUM WINDOWS AND DOORS, We. E - Z HANG STORM PANEL SYSTEM� IS PAIM PEADW 1, . '-2C.1- ; I tSU MOT 1 CIEWIN) ­_ - --- ' � - , 1-1, , I I am Ism 'a) . 1 1/4 --- ­­ - I , � z� ON !PW NO -_ _' � ism NOTE I BELOW) I - mmm' ts) ""*`­11` , -1 I - - , I - , 1/4'.�-I; 1 ' A ,F6 - - - � _..� I,---- - I � � ----- -------- - I � i 5. ALL ALUMINUM "USONS TO BE 6063-TB ALLQY AND TEMPICIL (UNLESS OTHERWISE NOTED) 15 (0) T441S PRODUCT EVALUATION DOCUMENT (P.Z_D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVADE qj _= - - ; I , _1__­ � I t S.S As S, W - , - --- - ... 11 S. � W� __ ; - I I I : T­ -S - I 11 � ; I I I 1- ­ A I I ____ ­­­­ ­­� , � � I � i ?/a"- I � , ,_ ___ - ::. u 4) � I Wm MITI "I . 3%. � _* t-- 2i .E i , - - _1 : I'... , -1�1 - I I . � � ; I I , , i INFORMATION FOR A SITE SPECIFIC PROJECT: I- WHERE TW SITE CONDITIONS OLWTF FROM 'THE P-LO I., . , i- I 1. �- : A, RA � I—— - � ,�_- I " - ! WING HU, I _ --- ­11-1, � -- -- - ­,',`S"-� 'i, -.1 , ­­_ _ " ;XN'.3/32' - I 6. ALL ALUMINUM SHCL7 METAL USED AT CLOSUPES SHALL HAVE =5-104 ALLOY, .- All I'-.- = L 1_::_,_, C',", __ - : ,,, I f� , , , __ 1. " ','7-., =� � - _�'A' - I Ir =_---___ __', . ��. ,_ " - - f - - , - , ­11.. -y�� I _�. _-_-_ ��, __ A -,- _'_-_,�:�',�-�- -- -- - ; , T-1 � ----------- � - - " - - � ,� I 6* I (b) CON CTOR 10 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAUAT16N INCLUDING LIFE $Wvy OF �> =-, = := -- � , I , - I i I I I-- _-1, Y­ 'k- � I � � , I �' I I , :�­ , - - 7. ALL SAM SHEET METAL PANELS SHALL -4AVE STRUCTURAL QUALITY STEEL. AM A-653 GRADL 50 Mim, WVANIZED STEEL THIS PRO04JCT OASM ON THIS REX, PROVIDED HE/SHII DOES NOT DEVIAn MOM THE CONDITIO LED 1011-10 'n m _0 I � � . I �, � i I - __ I i je4-0 TAPCON 9�_j I i "j- I I I : � NS MT04 ON I � I I � I -_ . � 1 1 I � _�_] , i DES04ATION W/Py- 60.5 W (An" ROLUEO)� THIS DOCUMENT CONSTRUCTION SAFETY AT SffE 5 -THE CONTPACTOP'S TRESPONSITAILAry, = E � I � � I I . : , I I I ; ; I - ­ - . i i I � I � I � I 01 I i i ,J,� - . ----,--- , I 6LOITIA.I.Im'' /2'1 * ! ! - - 7-7,; IT.- -, I I � I PENETRATION AT ,=.-L-__ ­�,, -,--. : i : � I I 8 ALL SCREWS TO BE S7AANLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (n) THIS PRODUCT LNA"Al" DOCUMENT VALL BE CONSIDERED INVALID if MCER � �E- 4z, � � I ' = ­ � - -I I I - -_ � _j I I t - I -_ I— ____ � _ ( TIED f I � I � , � . I I MADWICTH OF PIATt� � � I ­ - C.D i i I I � - ­ _­ ----.- - - �, _4 (3I 1 50018 W/ 50 Usi YIELD STRENGTH AND 90 kao TENSILE STRENGTH III SHALL COMPLY W/ FLORIDA. SUfLOINO CODE SECTION 2411.114 C� I - , I : I � (d) SITE SPECIFIC PROJECTS SHALL BE PREPARE - I I - � 1 � I -D BY A FLORIDA REGISTERED CNGMEER OR ARCHITECT WHICH MUL - . 1 g - - � � - q, i - 1 , A I - I � 7 1 a. I ; A. BOLTS TO BE ASTM A-3a7 GALVANIZED STEEL, OR ATER 304 SERIES STAINLESS STEEL. Wr-,1 36 k. MINIMUM YIELD STRENGTH. BECOME THE ENOMEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RCSPON L PROPE. . 1. - - . . ! ; I a - i Or i I -D SIR E FOR THE R 1�7 . . . I - I I 4 I I !_r i � USE OF THE P1 D� EW14EER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE PX.G ENGINEER, SHALL � I , I -.- . I I " I . ,_ I 1;1 - a 1 1 1 1 I - __% ............... , . I 10. ANC14ORS TO WALL SKALL BE AS FOLLOWS; SUBMIT TO . , - -1 1�q � 1-1 : . ..-,-- u , , I 71:::��Ijj'�� � I � (A) Zq_uL1mK_EQuRu_s� 6, - H - (3) P I ... . I . � I I I . I : I THIS TATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW .. ­1 k L, . - 11 ", IM . : (-) 'THIS PED. SHALL SCRAP THE DATE AND ORIGINAL SEAL AND SIGNATURE OF YKE PROFESSIONAL -ENGINEER Or , , , � 1. -:, - , - - 'i, N 11 , I _� �, I I I , , _j; � i­ �� - -- :7088eI�= - I , I � I _ , I � I - -J EL, p i I Co. F_ I � I � I I I i " ,- T - I - I ,�, �, �1, � � . - �,/00 TAPCON ANCHORS AS MANUFACTURED SY JTW, CILIUM. INC. (Mft V-3192 p.%_i�) RECORD THAt PREPARED ff I "IL 1/4*#-;D);3/4*&S_ M,& */ _­1 I � _'�_ t 113 77 I ,� O" - ,4. 0 X I/0' CALK-44 ANCHORS. AS 14ANUPACTURED BY DFWAIT INC, (MIN, 1'A:.,jOOO p..Q , cow, �­ I , � I I � : ` � A � 1, ... 1. ,.�,� _�� : ­111­ � 16. .STORM PANEL MANUFACTUSER'S LABEL $14AU BE LOCATED ON A READILY VN13LE LOCATION AT STORM PANEL AN . � 1 � �, ��, ?ia't . 3/32' WING _ i p. - I AMN3 NOT " , jWz � � I - iIA-10 PANUMATE FEMkt 10 III PANEA,MATE PLUS ANCHORS, AIS ~PICTURED BY ELM CONSTIAUCTION PRODUM , . , I I I WA,WI;-,Z:­;­ ­0�r �,�, ­r i , ., I . SECTION I10sB.31 Of FLORIDA WLDR40 CCU, ONE AAM SHALL BE PLACED FOR EVERV OPENING, " ,I � � - I I � I WASHS (WYOND) � I (f'­3MO a.jL) LABELING TO CCU" WITH SECTION 709 9.2 OF TISE FLORIDA BUILDING CODE. � - � � , - ; '71 ,� 1, CONT. .1 " - 1::;�2�1,,VIII*S.& 11-11. W1 , ��) Mtn I'' "L, .� , '1'�v '17I - ACCORDA14CE WFTH �"". �'-' * � I I "I - " , WASHER a 12 TmIro'C' I ; � ��, MAY WAS40 (OCIONG) I", I I �,� � I "I I i I_ '��.; � �jj _'­_­r­ _1 A II. _:� , t� -,I-- ----- - A . _ , ! : , le'# IAPCON 0 6- OC � I i � � � � I I j *# TAPOON 0 r oz �'l . _�, ". I � I I - �i I I _W4�5 TAPCIGN 0 6, o.c. i ., � j ��'11, r I �� _ ._ I , � -­ ig . I � �i� � .1 : , I I - 2- F P A - I -[,' A , , , '" EAOW 5 1 1 !I , 1 L' ,� A- t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL RE 1 3 4 AND ANEW TE A � T;,M � � : �1/6`* I, 3/32' WING NUT �7/8*0 . 3/32' WIND NUT / OR A */ SM) AWORED W/ STUD) , I � I'W WOOD PLATE - -, t I I :i R OT 6 1/4' D.C. _ _ � �� �� �� MASHER 0 UPEYINAIA) � ,, , , IN TiM210k - '' � " 1 �i ' A' Tu'ReIROTH ,,I 1 ,I 1, � REQUORED - :..,., - � � � , I WASHE VX4� WOOD PATE ,� .. , .- I FEMALE 10 & PANELMATE PLUS. P"2'. AT THREM)IIA ; "11 ? THREADO I � - � 7 __ ,, � I REGUARED 11 a 140MUTH :1 .. :� � �_ _� . 7 . 1! _ .OFZI�E." ,,--- - .1 � , I I UVINIOTH 11 . .. I � I , I � I ". � �� 1. . ,� _I_W As � I � � LLLLL !. 1, � I - CALK - INTO CON � 40 EMBEDMENT INTO � ­­ A PLATE � - pe T - I I �� , OF RATE ,,� of PLATE '] I 1 '. , f , :�� � I � A2) MINIMUM EMAIEDMEW OF 1/4't X 7/8 -IN ANCHORS SWU BE IS 7/6 CRETE � , _ - 014-10 PANELMATE FA - ,,, � � , I i . � ,---.- - ­­ __ � � � ; ______ -1 i , � . I - ; I � � /A /i�� MATERIAL SHALL BE PERMITTED. "I'll, I -1 ______ _Zg,�,f= PLATE __ ___ - 9 6 114. OC_ W/ I 7/0 1 � 111�110/1t=/`A P ell, - I � � � :; ANY FINISH 4 - - - _K4TIO PLATE ��� ...... i Is A - , 1/4- 0-20 SS STDEWAUK BOLTS USED SHALL BE LONG ENOLIGM(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE /4' WALL MOM WALL MOUNTING MMUMON MIN. 7 ... CAGED PSMATION � �,' � , , j MIN, ANTIC ,ADED � 3 WALL MOUHM IWA WALL MOU ALTERNATDX 0 KAWAR PANEL AT MIDAMOTH Of PLATE � . : AT MIMOIN 'y LATE , I . � , 1� INTO ANCHORS. "010111014HAN I 1 7 SCALE 3/8-1, if- i_'�, , L -1--, _ --a � 1 _ A % NTING INSTALLATION _­­ 11i I � - A Tjj � LIATION I - I - J� si�--;_ �/;% mulifil "W 0 !JLEIVA�EL ­1 I 1­11 A,3) AM CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR POSS OE FOUND ON THE EXISTING WALL OR . d"', � 0 tff_'Z�EL SCALE Vg'-I' Im".0"'AM's- - ION FLOOR, ANCHORS SHALL HE LONG, ENOUGH TO REACM THE MATN' STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL - E - V, -1k SCANS 3/jr-1. "AM10100%, 0 AVA10MON"10 OLTERpt 15 BE AS MEWINED IN X I) AND IN A,2)� J V. 's4e -, -r -, SCALE 31$'�'" � 1. � I T I __ 6�,� 11 ...'. !L 4 6� 's". 2 LIEE SAEM f '' , r I `_ � I 11 I f I .1 , I --- 44 i I /- I � H,,,,,,� , r , - I � L, - �_, , I - _0 -.1 I ,,, �� � , , ­ - I I- L��I.�__L�I.. In, -, " I r= , ., 7, - , - ,1L , , I __d_�_ , j . I I � 11�� 1- 'I A I > . , t I 1 4 1 I 4 cl 71-1 I 1 77 [ I es .,­ ­. v -EANEI ,10;1, M T I A,,�..-`.!I��91\ ,�� ,_ (0) *: No. 44167 t = 9m. . '.. . SCALE Z/$'-I" . - SCALE 3/11'.1- 1QAA11 Na-CONCREDE-Ulk-1--ft" = . S If�..."'CENS'r, - � i� = . ,o - . . 1 INSTALLATIONS ARE CMY V440 MR BUILDINGS WITH A,So. DESIGN LOADS N)�'­Of . '. 1� FLORIDA BUILDING CODE (High Velocity NUT cone Zone) � 1. FLORIDA BUILDING CODE ("Igh Velocity NUT cone Zone) 1/4* t TAPCON ANCHORS AS MANUFACTURED BY AIN, SUILDFX� IAAC� =-. - * .-m FLORIDA BUILDING CODE (High Velocity Hu cone Zone) ' __ - �__ __ IT - I _ - , UP TO .554. -7ZO PU AND PANEL'S LENGTH I- TO W-ir. 14�_,* PANO a=, m - -' 20 CAGE GALVANIZED STEEL STORM PANEL 1,14� io -, V -IwAA T`TTW or_ _- . - : NO-4 20 GAGE GALVANIZED STEEL STORM PANEL FP z I No 44167 - 1 cam r-=O. W_ F.P. - I I X 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DEWILY INC (Cm.150a p.z.i.) * I. rp. I., I ow�_ W , 2. FDR NEW WOW FRAN CONSTRUCTION: W= MEMBM 10 BE SOUTHERN 2 DAMON ft 1. 445-&LAMUS ARE ONLY VAUD FOR BUWXNGS WITH A�SG. DESIGN WADS =*' * r---� '. * j lz�___ ORAIR, ft - f 4-1 PAhTUsATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By CLOG CONSTRUCTION I ��_, , , P, 1 20 GAGE GALVANIZED STEEL STORM PANEL , , , I� . � � - PINE NO, 2. W/ SPECIFIC DENSITY Of 0.55 OR EQUAL, - * -� 41100 ". 61 STAW LIP To .58-5. -72.0 PST AND PAREL'S LENGTH UP TO W-11" .. Am . \ \ UWUAL W 5 . PRODUCTS (C-2071 p...!) � __­ ------\ GLOBA - � . -jpj ot�-_- ' I . mun7-i- PROTECTION PRODUCTS, U.C. om ---. L PROTECTION PRODUCTS, I.I.C. "'HA"a"" _f --- - 01/m/Immm, - ". 0j- .� _.� -Tc- _pm- .- � - GLOBAL PROTECT �Tc 2, FOR EW WOOD FRAME COkSTRUCTOIL WOOD MEMBERS TO BE SOIJTHERN I- �:Opo.__- ORMW-1 , / IILIECOiom , Stem � TO- /rT1 LTECO,.- Imm - ­ --- � * .. S 1 , �� �_ ION PRODUM, I.I.C. N - - *- Fu m /�__T�_�[�� DAME FL 33314 PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EDUAL , I-,- . .- -ANY "IM"rFl. U311 20-176 ., / t"WWEMN moAmI. Toe,I)mo-mb. Pon (Wwo-aAw 20-176 M. - MY MIN, HKM (�)SO-7w. rm� flAII)OW-11m - VMAM V� , ?� `�O IP&. .. -, IWIEV-�R%7_ '�_ M..,) kt4x ,;:I,= �.401 X�W F.7.4_1 ARAMr, 002-5 ON-41w 20-176 '11111Z1!11!1 .... A 0401-o r. Sv41A;WW&,qATE VA-40047HI __ *.�_ i - mwo *k, � . I'll", CA-00ARVIIIA - . 1 moomw --I u. -f W . � I �4* In, n05�� .111, hi At ��,Z"e` I DRAI" ft Me - -I- - __==_=4 NO kW,,sR-v,-A;AAmAAr/,cA,r V, P. ml�_,�, _=-4 0II-00001. I-TAKAI ___IMmF_!!�N1 '' Aserm, I. W a I - -_ 1W ALLAY OIE- _! !iil!1=1 :L -_ - vasawassi - .E.Q_­__.E W&T% � 10, P-11 I i -111.0.1 - - SAAR 2- 0 2. - =- & i: k. -! 14-1 MV. ! ; P# I— I � F I&# 1: � � ; 1, ��� ''t d � I � �� na!1V Lx, 114;A0 - __ ; - - _____ RIES 20-00 & 1000 E-Z HANG STORM PAMELS i (SCALE 1/2-1 -) ___ Z-"I* ____ � ____ � � _..__,_..___ , , - _ _ ­ - 15AW (TOTAL VMTH)--- - -- - -__ - , ­---_-_,_ _-__---_ ,- -­2,250' � _2�591'- T-1 __� L 12,5130* I i - � --- - -- -- - - - - -, - (EFFECTIVE WIDTH) --- ­ -- - - -- � - --- _­1 - I ­- a - __ I [-2 250, 1 N&�' . � ; �____­_ _11-- -5 1/4-- - ­­-­­ I I . - Jjpo'L­� I - � I ; --ia�w -� --I=* - �, 'A'�rlml I I / � I I I g--" -4 � � - -1 1300' - _� i I , p " I I , 7�5 ' � �,2 44- F- I'Al- ' , e-_-, �, I 1<, � . 01, t � T;;, I MIN, Is" / 1 44' 33DO' I , , "�' �A � /I /1, i-., - � oNs HEMMED -11 _ 1 � I I 2-bw* W,, I I 11 S"O' , ! -IF 11 211. - 2�57 � Typ. ASTU - 2GbO­ , , -4 ,-HIE �. CRADE 50 653 \ __ DETAIL �j - I �, I A ; 4'/ _..EQ MINIMUM - i WOE G-, - � ALv. !�7 � � _IL�11 / I AIL A z � �_ - I � �, ------------ I - ----- I ------ -11, -,,I,- - I I � �' i 11 � , - � N, - 11 � --.7--- � , .- -1 21W -11 � '��5,. - -- ----------6,25O­--- - -- - - ""' -tiw, 'I, � ,*-.2�470---i F T WDAM-Em" ­-2.00- - - - A� T REVERSED 'h" TRACK (1) MARW__!M:� " _1__" I - 11 , 1�' - N�*S -OND UP � "' - "I . --750'- W/ HEMMED ODGE. ,,,-� -11, I j I __ , � i � =m, 1> .2 ,,�,, ­**%3r 1_�51 �3 . F__ f .,,.,� *016a, 'a - � /,��.<, - -- : - ,� I I-- I 1_�� �7 ',,� - >��., � ,��,Z�,_r f 2.1 sp, 1175" 21W _Z�_=7�, ': _r, �," -1 �- 'k L f - ' I � � � // I1'E , TAMED 4 � __ - I �v , I 3.na* (_ I / " i ,/- � I I I "�__,' I I . � ISOMETRIC VIDY, DETAIL 2.0oul i 2, O'. I ROUNDED CORNER 0 ENDS OF PANEL'S AZv ,L� I � I . I I I END UP W1 HEMMED EDGE , ": U_ __�, I! . (N.T.5) i -, _'�_ I _. - I - - = . 125 , I _2_aOG* _j (Z) - - ---5,uo------ .. _! (�) -r_1a= (�) mp a (�) 2*x5*(M - 7,M.W, 77 125' 6061-T6 AtUrn, ALLOY 1 1 1 I-- - � - , I H to"HIN411 ........ �,, § � �!Jll . I 0. e*� `f 1i I 15 ,�, V, I J �.S, ttypl .�** \A6 " !e� I � / Ire 1_% �, � I I � T I - � - - NO.44167 % I.- t__ '. S -1 2 *: 2 . - . , - FLORIDA BURLDING CODE (High Wela"etty NUT loans Zone) -I __ . , � - 4! .750 - - . .2020 num m r" 11 1 TATE OF 20 GAGE GALVANIZED �*Q_ X i J�j .; - ____ STEEL STORM PANEL OAAR, fa,� 3' max.. 1 i� b;�.. A __ __ le"'. 0810C _,,1�13- .4,.- w/=j2oANA - ,,� ,WL--_--_---c---�, , _____ __ GLOBAL PROTECTION PRODUCTS, LIC, .-I,,.....,- '14, -, - DAM ': 0 3*`x3*(M*x.) ALUM. ANGLE T STOP BAR i NA . t# /� C MOAA IA.*. 5, AORW . L _A/�Z-_:- Y� 4 , _',poi� D*IM4 R_ =I. 1 I" LONG ,#III ,At, A j%:._"1aF1I=_ "Out, (sU)"�7 542, TAX, 20-176 9360"ek-Alm 6063-75 Alum. ALLOY 1 CA-Wow's _.11 I - ORAWMAI ,W, __ PA. sm,fAA*A;umA:4`1MTz *=k,!LO ",A P4 WAI 72 OF 26 . 12 - I - I __ Y/24 110 M Note 9 NIM jh..r S,ws V/24 * 4!/2 4 W/ OR (D - 0 -m (m "m 2 astoon '. I— 2'/24 10� V/24 * 1p fi;21- r@ (mX WIX. IM:RIAW) FOR W-=U ANCIOW SM I . E.C.'I _', I. . . 3 - SCHEDULE a, I= WOOD so . - __ 66,I. - _= SCHEVA'LE ON �w . F . OF r- \ S=2AA, s4w 24 1, � �,' - !I Min, ser ,I b4z 1. -1 2 � . I ! r t.'" �IAAII 4 �E z - __ - - - , - __ - A - ". Ale, ­_11.1 I I "I - _1"_____'_ " , r, 1 I,, n�TF I 11 M * T I I I, I I '7 11 77,foi, � � ill 1_1 - T111"T - I - TF1 1 , " 1 "IT. - I i I i I L .! ; 1, I L. I iL h I - 1-1 ,1_[j11_1,J.LL__ -1, I'! I- , 11 - ----- - --- ____­____ , ti � 11 ,t I I'l I al - I , . _11 -r_-­-­0,-­ ---- --- ­--­ - -1- ____ - - ___ . 7�--r--l- I- ,T Ga Ai v ­- - I ­ I I ­­1 to IT .L. (WIRIN F-KQ A -_ --' I PAMEL) 1 (MVIOR PANRA) I I . � PMRA.) j , (am mm) 1 '(6"Z� ( . ..... �A -r TfF",- -'--- f '(WiVRO4 P*41 I ! jEND PANEL)' Sm � i 1 1 1 1 1 I 1 I I I I I I ; � SR MATE 14 3. ,I BUD- SEE )TE 2. I A I: MOE 1 4 1 aI 1 I I i � I - ___ � , - *1 , - I . . I I I ; I , tl I I I , I 1 11 I - 7_�_ 6 A' i i i I I I . r ! i i 11 �1 41111 '16-,_ ,<�7 t I 41"i-r-4, I I I', M � I t - i.i 4 I ,uo t i-IfI� 1 �_--Q'A? : 1 i i . I I A 1, 1 (4-1 11 7 lk - I � I I 11 I ' L I I I 1 I'l 1 11' 1! i � ' ' ; I, I .1 f I , I , I I I � � T& PA46h -,q- - T I I 1 l 1 1 r t_r" ,.-;v �V- W/ , i I I i i ! [ ' �il I-L H ]], Ll � L-1] 1 , I � I I y,'-",- OqWr,4,_ MZr W/ . - i L I x, -- I, , i I , , I L I 1_ - _1] - L,j r 1. IJI'LL, Imm. � " " -­ � I I I 1-1 I ,� I , A 0 _ 11] I I-L. I i'914- R �1*" 1-1 I ,.,, _'I , _ , I --I , - - - I I _ miR 40 9 ILI r­_j_1�`j-f_j I I-T'_ r T -1--i p I -r-T- 11 40, X 'L' I 1-11,111-1-IT I I I I __ "4 - , I I � - � 11 8 , I I 'I ­­ H, F-11 I I I IT, [I'll I � 1 - ,"IF I I A � I i I -I I I , , I I fj'T , I I lill 11 llfflTj� M I I if f T'l 1 111H il H � T I I j i I I 1 1 1�fl I I I I I IT _44 ,_; : , � 1 -4 1 J� j 11111111-11m, 4 i ��,, , I A� 99 I-11'T 1, I., , ! I I 1 i L I I I I z I . _11 I , A ; LIM 1.1 I , , ��,' I_ i _17__,�= . . _. ; i; -_ -_ I � -_ ----- - - :1::!�� tE �,�_ * � ANCumm Cfyp,) L i_�_,� �__ SEE NOTE 4 804W 3 __ --- f - I_,- mor Ir I 7- W_ �_Z_ " CoNcIaTIE Amoom. Sm �. M&I BE LOCATED, � . I SWEDUM - =01111.160TION SIW 25 Ir . 110, � OR 112* , I F.r A� � 02 - (D W/ - ./.@ � (2) SEE SECTIONS (AN SHWI 26 '___ i ov. PIIINELS� -11 I A, SIMP TO BE INSTALLED AT FACH LAST PANEL (D ,-R,-- I ALIVAYS BE PROVIDED t�� TYE!g 2000 ..", .. r II,fti­ .- FEAR HAI, =I.:, QN F_QR SE E - ELEMION ME TO FACILITATE WSTALUIW RiA, . I '-Wl.t W�IALLx rm - IF INTENDED TO BE INSTALLED FROM INIVACED TO BE P!W�;AZuVmWF"m INSRAC Or STRUCTURE. me ULM 111-.113 TIC DF STRUGIURE. _ _______ Se" jAr - I- - "I'll SCALE . . I , , - As I - - 1-1-4M., ,I*- - � J [-1/4' Mo� W - 1/4' M­ GAP 11 . "I 'S, / \ /_\ I. z 1.z LI.Z �, �i �­ , �'_ I I \--/-. -\--/-. 'W � - 7-7-7-71 5:7�_ -1 I T, (2r-0­-@,0 T, (0- 51CmQhL"_ SECTIN 11 MITUr" S A/W . A' NQiES : U." vv, - I' , (1), DEE11doM a 2BIES 1001): E - I HAND STORM PANEL SYSTEM OWSISTOta a PANEL 4, TRACKS AT MR & PANELMA7E PLUS OR T6' LONG &Anll� BOTTOM W/ PAINEIANTES, (1) GEfTNmOAA_X_SEBma,jDQQF E - 2 HANG STORM PANEL SYSTEM CONSISTINO OF PANEL . C"I TWAAS70p a BOTTOM. (2) END PANELS SHALL ALAAYS BE CONNECTED MEANS Of M TRACK OTHUMSE A STOP BAR ' .4- - - (2) gO PANUS SHALL ALWAYS BE CONNECTED 70 BUTTO PARELMATES M F USED A 5, Lv- AT BOTTOM, END PANELS SHALL SIE *1�4 4 wl�g/T SK41 RE PROVIDED AT TOP GF SUCH PANELS. - WIND NUT �r AII'M/ ula� U W. CM, AS = PANELS (3) IF END ARE CONNECTED TO CCTION SHALL CONSIST OF DESCRIBED .W. 'L, f,We kS. ;=2 Iftm.17m V&G?/11Zft3/4' Min TWAABSCREW (3). FOR CASES WHEN END PANELS ARE TA SCAMM US LOCATION OF FASTENERS MAY BE AT OTHER Of TWO - -.-,T.&,,S�-'%; �K,q) - END PANELS ARE NOT CONN STOP EXTERIOR FLAT FLANGES OF END PANEL W Mrk PROVIDED AT TOP OF SUCH PANEL' S. (4). IN CARE TsT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK P 0 A STOP W IS PANELS I SHALL BE CON DWAILLAW AHEI To W. FO 11 ENO PANELS AND SOME INTERIOR PANELS ARE DIREMY ONLY N ECTED BOTTOM TRACK M 0 0 PING SPECS US USED =0TRI 11.1.L=1 TOT ABOVE. SUCH CASE. 'CONNtmN OF PANELS D 06 zz S,,/L1 *I, � _=T:1._=P7_._. TOINO ,%r=._ArAC=I BOTTOM TRACK MAY WGUR AT ANY PANEL LOCATION. p, .., U!.;q.TE5 POLLOVANG NO SHOWN ON ELEVATION AND W/ 3 (5) SEE SECTION 1'. 3' A 4' ON SHEET 24� SEE ANCHOR SCHEDULE ON S4E'T 25. C.GE .,-ANGE FOR,-.. OIT PM, 11'.01) -fl a � 'K�10-j ED ,.Q.. :0 7%, AT . I." r ,AjjvM4NkNq,, �X INSTALLED . OF TE 41" N, Tit , SUCH THAI ADJACENT PANELS L07 A, TRW SIDE OF TUTOR PANEL) HAVE Is %. ,X , THEIR OVERIAM BETA) BY � - g *. �%�i� ­V11 . � NED fi�` � . ;ii '21,1S, FLORIDA BUILDING CODE (High W12!ji Murricone Zono) - z .. . * Wm T%T= W. F� - : No, 4 167 . 1 20 GAGE GALVANIZED STEEL STORM PANEL = - DAMON ft =,� (Z_�,*q, I ck� S _!�� --�, / ' ' `z" STAI OF -' , � ____ .".. 'k - I I L I E C 3m.." \ GLOML PR0T,E.CT,1?N PRODUCTS, LLC' / '!:� ,10 ,4v,;,,-- . . 51 svmu _0_?/!2_ 0".. - �. To, . fIta " Ax,w, HK,)OW-7IH0. `--,-A�,-;��, t;w",­ A�E'E,�!:,t:g* ON ' ' "x.)M*,, 20-176 ; , _,M Fft ,,,,,, It ANAMPKI 4. N.p AT 040 smiXRNAT ARL/Wr 411� 6V �� �� � ; � i � - En I NMI:, ;W" -.2. 1 INSIALLAIION DETAILS - FOR SERIES ZOO AND 1000 E-Z HANG 5TORM NEL IN - )MCRETE OR WHOM 13LOO XNaMIR ANNM L , =p_�_____1,,1 `� I I'lar � - ��-,, =%"" 40 Am � AIA) .� -, I I - m__-**4_"___ ��' , I FW"'a - Pourm r III- �-�4) - I ..' \ �� ":,", 3.14 1�� \ ,,", &­* , , � ,:- , I ,�, 6 �_ , I =, __ -14 =191d ,� _� mpoom aa��-m �'� - ,V 4 , - ;% I— ", vas'" , .� I ') _­� -1 , � '� __A� = "I , , � � 11- ' - - , - , I - ��,' J i � , \ 1-tIl- - 'P`\:! I , I � - - OVAA.'. T �', __ __ I � t "/*= / `Ii ,',� 'L_ cm ' J_t?��_- _'�_"- 8 `� PL,Qgle '--- � - I sap., I �"­� ____T� ------- - - ! -7j 11 - � .1-1 ; 41 . " � ------- ,-�J,`:��,�:, '.� I -RA) U- - 1_1 � iA * ; - V ,:-, r _I _-a A I I ! 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I 4 , 11 I I f I -7-1 -, _�%�__ .- A._ :�=-�'_._ A - , - � I It A - , I I I 1'. i 'm �. , '�­.­,- if 11 I I � I, " � �/SE- I ! 3 � I I m ;1, � 11 ;1, . t I i j Ef I I , � k, I I I I .-,I 1'�-,,� P -�,,,,�,%`,,� �_11�:.,,,,-�,�, 1, 1 ­,_.) 1� I ,,, I I -I I ; ,.; A :_ I i ­��, ,", ,v, �0,�� �, �-,,,,�'_'xl� III A . I , MXRO' - I! - ; I / I 1�,,� I 1� - .'> iIly- A,�, . 6 `�Oosa` � m.-V`E - I '� "I I I ;r4_ _75� j_ 1, Al I , e, _t coNmE ,d.� c000m " _-A PoMawE ­ I- i - I __ - =_ ,,;,�, 1 �', ­ " - , �' I - - _:� - ��'7�_--�� I _L_ -7-(D .'n ,1:11'�, mr, I "��, *�', i :, . ", . 111�_____, . ;,-, - Z'��­_,­"' ,`��­ � 1. , -_udp I =1 - L . _i�'i , I 11�1, , =m I-/. - I, A A` �. , I I"I"'I" - 1, , - I 411/:'3,- - - I "I - "t- i I ART . women ,gl�*alm� - -mw! �,�X '.�" I ! ,,,,, .-m" %. lihvlm; AA4-�/., .1 I,,_ =* �' I I DO to 1 1", --- __ - , 11 = 11 , -A" � . *§ , =.. I r ok 141�204/ ", : " W=' "n- , " '� , X" `� -/:-", V. M,= k m- ,��, =IM"r I0X �,,�j (AF .- ­_ �� i - ca `1� :--XPF) --j .,,�,,, � , � - _o"MAA am wm a) . - .-Im"l- , , :: . .:�­ 0, I .r SIVII'm 2 IIRIEra MOUNTING INST, ft' � * 000r-d c,,A W" mo Im I S Tit 2. � -m - 0 SCALE 3/8-1- =- =10L IFLOQR TO CEILING MOUNTJING INST� BUILD-0119 I SCALC 3/8-1- ___rq'� MOM-1 SEQ101-K e I 1�1_/ Am", SCAM iI/5.1' SCALE 3/8-1- 1 W11,0440 i sm sKorcOm . "IT 11 THAN 1� '. "N t wAf 1, A A I / ,,Io As, At L 0,0� YX � - OF a � a. :-it` - s - -t or Ama - r, _<D � 5m, , � "' T/,� !", CAI ,A. , ",;,p , - � WN&J.x1m r1ft . v4m 21, . - "� ­1 ,owt; ____ - - It 0 ;I�� ��,, - c7, CA zi ­�'\ 8 4 � . - , 1i -1.. =*. I�, I 1. mm `X : NO, 44167 1 t i 2 I- - b Too * sorw molaNT'Nm cA. sE = : . ;a __ FLORIDA BUILDING CODE (High Velocity Hw ' no lone)l comam 1. AN, 0`1 To suo ANY a ..".....-I.I. I I .1 , WALVTAAN� 1. A: Wm Turva, - FP AN - -_ S7ATI: nr . * : z 20 GAGE GALVANIZED STEEL STORM PANEL ORANN IW 1 11 ,9�1 2ELML 1 I I - - T-,��-!! - I 6 _�._'1*421 SCALE- 1/2' . A' VIEW - �4, _\ GLOBAL PROTECTION PRODUCTS, LLC. "r'/" ARL I =_L� / 11LIECOm \ 4m $1.01 slim 0 uwmo 133. 1 2- R, .1. ft'XIL, TAX14YIN-7m. rAT (w3ass-ro, 20-176 I I 1. *­"P, - -------r--r L -L , ,am,,; --.T - - - . mm pz SG�Atwm/mE nw, gAj -w- g-z I � 1- _=W1 - � -z-- s4m . Or n ­ __ --- � I I Cn_4__0 " a) (D (CD- -+--a +--a W m""""""""", > 0 L_ U) 0- CDL < a) `­11_� 0 C: =3 -0 m 0 L_ 0- 0 a) m L. U) m " m =3 Lu :2 < z z < I __j 0- SHEET NO. IS H 1 .2. - - 11 I 11 I II I LINITITIMM-11T� I - � I., 1. . , 0 olvi�i,N;i.i*:�-,ilj,"130;�.ItitzLIK(7rxnw.l,jA z , ����� � 1 A , I1,%*).,*_11.II**w1f1*i. - � A - - - - IIIIIIIIIIIIIIIIIIIIIEV-.1111 __ - - - ___ - I ____ __ , - _ MAXIMUM AS.O. - -Ewmmm ,-W, t __ M Do strAwift TO GLASS I AMA. I ARM TO II -75-I G' CR - = 2 9/w - I BOOM - [ 1;� IT 3%_;�W.__ 2'W & 3'W __ - .0.0. -75.3 ....4 I � 7/8* 1 GOLFED . _ I -a.- - I ` - `N"". A' O'C"A" a - W PANU LENDT" - - IM PAWL MA �111`tgn& OF' ­ T111. M119I =.m73TT-ffj7wT16=XJV iT*W*1iiI:W*1a11Js1I, 1w7T1,f11.iq)1w_1r7[0i1.[C� - . 1� :6 - sj;1]1t1#Ixm10j,wIi,IZ W� I -M*Jfj��*i�43[13M�jg#.'41,e-lt.111411],', � IF-11"IF.111i 11IEjjAX4fII�j.!;j3jjW I It W;fFA3W-UM4JN I" A,S 0 VIGN MAXAMUM AAICNQAS SPACING FOR E, 0. � 3 1/2- " ! APAJCABLC To - MR`C TAPOOMS � C49-W FANMAIAM IONIC 0 FAMSUMTE A, _. � -1 MAXIWAM PANEL RAXNGE (P..J.) ;�_=­ I ,,,, '. I, to CONCRETE 10 Co"'I"Co"70 CONCRETE To CORCRIO1 BLOCK TO CONCRETE TO CONCRETE &,W$ - - 12, �,� i 12" N/A 12, I N/A 12, N/A L 1� & 2' CTOP) � IT' 3­ lo" r '. 4- 1. ­ � - V (BOTTOM) M15S 20DO 1 12, __ 3. 12, - - v a' 6" - a, S. 11 (BOTTOM) JRp_j_09q +S&C, -15,3 NIA M/A Il/. - __ :�N A _ __.t�_ A _j/ __ 12 1/2' - - TI, - _- (BOTTOM, --!- 70" OR LESS 7. N/A 6 1/1- .�IA SJA 1 4 1/2' NIAL 4 1/2' N/A j 3' (TOP) 11. - N/A . 12, N/A . - I 9 1/2� I N/A 9 1/2- N/A . 1 3- (BOTTOM) � 1 12- N/A 1 12" I N/A 1 12- 1 NIA � - - _iZ� N/A 1 4� (TOP) I � 12' 6" 1 12- 9 1/2' 1 12- I IT- I - L2' I I' 1 4� (ISGTT�.7) I III UMTFED TO 06.0 mcf. A.S.D. DES" PRESSURE RATXC� A SEE SHEET 26 FOP ANCHORS TOPIC A, SPACM FOR INSTALLATIONS MID WOOD MAW BUSUDINIC. MINIMUM ANCHOR SPACNICS, AND IONRI EPOE MFIANCE AM 44DOMM ON THIS SCIeDULL MR ED. LCZ INAIN I I ARM40R SPACING 10= 5WINIT"'E", Am"11- Ity WAPPLYMS, SPACING, SHOWN . OUAWAA; fAcrom FOR THIS OPERAI TO K POSASLF REDUCED SPAONO OBTAINED USOV FACTOR SHALL NOT BE LESS INAN WINMUM SPAOING INDICATED VOR EACH MOM INVE AT . Ampicias LOW0 440" TIK - I/r. t/4-. TIV'k - I/ . 4 �# TApWN FNMGUWYE n e PANDMATE PLUS ,,M_ feA, AHMAX, SFACMI th) 3 3 3 * 112 APHIPT.- CPAPdAA 01) 1 ­ __ ___ 4- Mww IAPPAA, B.t qf,j A ,--.L-- I 1/2 _-2- 3 'p .--.L- 4 . mm"10 V?ZM . - I - I - I - --!vt _ , 'Ir . - I - - w - r I im - - I - 1.00 . I - - ---. rr-------Tt---,-- - - . 1. -f- - I 11 V-1-F-0 + RVOLARIES WIP, INSTANCE BETWEEN BOTTOM OF _11L A-,". AND 0 TO BE-. 1/2' M"Me, � ++ RCOUIRICS MR. DISTANCE BETWEEN BOTTOM Of PANEL AND (1) TO W 3116- vl� -1.1-Ir ULAR. LIFE SAFEn & E-Z HANQ STORM PANEL SYSTEMS 1 (SCAU 1/2-11 -I,----------- --------- - � � I 11 - ISAW (TOTAL WOTH)- - - ­ -- ------- --- ----- - ----- ---------- ___2.I87-­--- 1 . ; ____ - - - " ___ - - - , _-, , - -- -- ---- _12-900' (EMCM WWH)- � -- - --- ---- - I I- - - , z ­'qr j ffW.,4,;- ­750-- S I ! I � �'_-__ - 5 1/,v CTYP.)-.--- - ___. ", � �__ . . .S74!- - � , To mw 0 6 q4, -, .1 25�- - � OR a 12 lIr O.C. 1 - - So - SDC., - 7 _3 � _� , - I -ISO'-- - i � Izw - " � 1.250" � 1 I �I.Sap. I - ,Do, . . '00' 1 .11111 ,, - - - � A '*' ,*%y HE RVARSEW � - -1 ` ` ` 'I '� , � I � II I . ISO, " I , � tI � ?I tlIEMMED I � I , - - , ­ -- " , �_ - I— / " , (��, , I T� - � � ',�, . , Q.024- Milk THICK - '' r I I- _�_ ` I � I I I -W1 A. - I �L - - �' ... 1- - ­­ _' --A t r",-__ I" I : I � C DOE DALWINIZED STEEL ASY M AG53 TYR GRADE 80 100"m , . . -lit.-!, , � ,.125* - - - � L� -A I . - : - - MAIL A . AM I . -1 ---- =�Cq�� I . I I ------- I - - -- f 51 �i, I _i� - L__,5GG­___J �12k I -'ryp.) crm) I I I I .... (D STORM PANEL - 1,3w, - WALL A�J_ 1-_'A - -, , 2GoJ i & I AA41I SHALL BE P15TALICID AINAYS - - - - 2,387' - -- -` FROM LEFT To RIGHT W1 1/2' LED (�) misAm (�) AMIX No ITUR I AT Mo AT LEFT SIDE OF PAMOL �� � '._1 * ,'� � I - M. TOP Com I ., w PANEL 0,024' [MI,l.) I I __1 __ I AWUS CAP al `.� � W/ NEAMAM EWE 11" "' --,I -_ 1 1_�, I ,11 &OIDS" ,xw � ILAII. 4- � Ir ,,- PANEL i ��j � . GALVANIZED SITU I, , I? X11 4 ) - " - , _;5�1 " RHar , 1___`�,�!�!,��i��i�,�__Z_ /�_ � 133-i 0,270--i " I � , __ I - I " � I f I- 'i _ t 11 - '�, .- - - 1200* t I- - _F:1 , I I 11 . ..EP I 0,345 IDIS 0.250.0 I "' ;II - _____ 2-521* - - ___ - ,2,2W* - � ! I J �_,_`;_____­1 , / /�/// - __�_ ,� -"W , HEMMED ,_ � ,� � . - - I =METRIC YMW DETAI" . I t 11 - I �_ ; '11­1� -�_ I ,.�t� - , �� - A - w-, .1 __ - I �� ___ - -----, . - I PORTO- I' j;TG.,_.,!APU T. , I - ,, '� -1, - I , - I ,� ,_ 1� , -_ (Is) OR (YO \11�) 11 I . _201 HOUNDED CORNER 0 ENDS OF PANEL'S I - tam �=' '. � 14.1, � ­11;� I � I �___.370" -- - END LIP W1 HEMMED EDGE, I (ILLT5) L-4. �_Asw '37,5,1 `YP. sorrom - DUALU I 1,750' 072, ISE,. I � I L. I � .067' � (,Yp,) 75V -G-i (�) KEY HOLE MUER 3105-Hi5il ALUM ALLOY i if. EOPE OF PAND. , ­-1- (,i _) a _7w­ � ­- ; ! I , I --- I I z 124' - 1 '750� - T I, I . SEE SIM 6 FOR AODEIKINA, .81 '. i OWMAIKINS, IF SLIEVE CDNFT� IS I I,, I 1.2wll I - - : _��75 . SLEEYE 2 1 /B F --- � 091' i (i) i - I . MAX, LOGTH - _12b, � , (1,.) - I— i t I --- ONLY VALE FOR INSMUNDOTAS INTO WOOD STRUCTUKS� A. 1� - u 14­1 1 - -,-- ------ � --.-. __j -, '-wr . - - 2,w- ­­ -- I L-1-0007 ___ 2.000' - : Ivi' 2.01W I-rllg" � Cryp.) 1 � I I I Lal � 3.750- I (�) R N' HEADER �- I 0­0 I 0- I . -4 � 50, -_ 0� , I -- ------- - 1-1, '105�14...­­­ " I_ � I I (& SLEEVE 11' MAX, - I I -- 2,000'-,-- I I LEt4GTki - @ ANGLE (B Atz-BA'm .�4' - --- ___3"QO* - _3i_4'7__ 6061-76 AiLbov "44111HPA"f` 016-_1 �:.T!4/;\ 0 114" WIDE) � , I t A r-_,_r- _�____wl , - I ill 1. 1, I I . _L___ - � : 41 , L� I I ­ _200, . I � - - - I . � ,- I/ �', (USE ONLY PON f-Z HMO STORM PANEL - I rIN' __ _____,j . 1082-_ -Oi�ms -...T - 11. ­ �!� ^ , e % SYSTEM) 6M-16 ALUM, ALLOY 1 .4��D � I . ­ � __ ____ I I '. �_ i I � � -- '� e No. 44167 *, s FLORIDA SUILDIN ?!Lft High Velocity Hur one Zone) "a' -_ - . ", "' - NO CODE L _ � -- 4 -, � �, I. - , I ". � . 1,104. * 0 25 z * - - 42wo nmm Am� 24 GAGE GALVANIZED STEEL STORM PANEIL F�p .N 1-125��_ 1 ��i;,%, z c Z III -, * I - I - ; 2,ow--, -1 1, . I - - - m _�_V' _k::�'_11) i - L __SEG SECT04S - - _� : ­­., -, Ik. - L ' .1 �� --�-. STATE OF ': 1250* i�� . %. .. 'A . . � � MIN I- � 01,1 : .­ . , -Z ______ '7 __ � I 7LE r GLOBAL 9�.!,_\ - Dkialf! W , = W/27/wfm PROTECTION PRODUICM . ,Mm - 204' 4" 14 _Tr �_KST-c__l - --C1101, 4=*n!1Sff @ RUIW-M -F" (j3 QUILQ-OUt "F` Mj" @ & 0�� WASMERFD WWONUT "., ....-''-.. _M641M -pim , CA-0w&l '!� .. (to.)WO-Imif, MA'. t��ew-a?u - __ -­ VQ i "'I IBM AN&E (ZAMAC 3 ALLOY) P.C. SEALtS*`MTUimjum - 'AMILTER A TILUT ,P,L __ nMgMA J:i;�.441 � , I - i I SIM 2 at q, . I - I I I--,--- I ' INS-TALLATIQN DEJAILS EQ8 SERIES 2!20 & 100Q E-Z HANG , -SIORM EANEL INJO EXISIING WOOQ STRVaURES r;�� � I LAC SCftV$ 8 I* 0 , 1 ;/4 �, If/ � __ - � - I ,�. 1 4­1__,__ , , -, 2. P", THAI PENETRATION I W 11 - I- (3 � 1, , �i 1/4 L`4 %ROW%` 0 e Ox, W/ , 11- " - - M CNISCHI; WOOD HEACER, I � " I .= 21W WOOD � I i � 11, � 7 w-um - I 1�11, Of" "CAVICh � PCH "I'T ... H V", L" 5011" 0 1�.011.i. � 1 i, PAT CA CH EDOC I � � A Y, i HEAPD, E . 1, /2* " ROUGED` -I. ,.I.. . :: �--,T,--`�, � - � - TO IX "�NG , - '_:�­�,� . KEAAR� ) __(Dc.,t 114.,,S*S� I'll, ,� , 1, ' "' ­`­ - � I A )� 11 I . I I -4 CA END or a) , � ; * . I j i ! f ! , Ii . A. As I �� � - , `Iii-Ir 6 _, , , � � I ,,� _-_u4 C-" 1, 4.,' 6 . �L I ,,, I=_ - � � 17�� , ,_ �:,/dvm ff-c� / , ` - A ,/L � ;9,- I , I I % i - - 1. . , ,-, 1 - - - " 0 ,�� " I � K . 4 a ,� " I , - 4D I I I, � 1, 1 1 7­7 I _ ", � , � , . - . k � I � - SMS. � � . � � � - A, I , . �_ , . o+ �11 - ` I � .... , - SCREENS a 5' oc, ./ ., #14.1 � . � I _id' tP j 4��1/47-10 I , , , t i/.,­941(" TRUSS , "" ` ' Im � � I I If. , _17 I'm w.s. / =13/32, , - PINE WOUID HADVI, ', )�`�' , j _ M", THREADED 0EACIIIAMN I ., END 0, 0 � - . � -LI.-L � . " " I T . ME T � XTQL 1 2� & I , 'I � � !I IA ,T--4 I "114 ,Am 6 m 4 1 1 v Tr I , T: __eIRTE'1A � ­. "I,----- or (WAY P*) , � r ir� , __ -I A F . S ,SEE DETAI; 1/24 * '1_1± 4 C-L I 11 11� T_, (DE I , 1.11;= __ - __, OM, IXT (D 01AA11 SIT& I � I 10 ,'� _"_n_UL%w?f.1 -L � I ] - -I 03/ �_j H _L� � ,__, . , - I i I , TAf CA END W ID � I ,.101 I ma- ,� 1 _ 3 I wCw HEADER ; - 9 d'. - , J_ ,j I - - - Iv L_,_,� g DETM I A !L�p) _4�`URGE i - 9 - I* I I ---Irf, - ___r_ , I � - z , __ ­11--­ WOW "EAGER RE.- !9I ift, � ­_ _17-1 1 _L i - SEPARkTION ­..- ­­5 AL WRIEW V ,I , - - . � q/, a' mt,' ," :/ I - -, A, - - - SEPARAIRIN - 10 OLISS, " a I../,, � I FF, I fir� TIM, ;. - - I To OLASS � - _,�) ? ,,w wi, I ��- I m-P, OVERiAp t, � CVF.f O"UNLAP � I z - , S __.PvIA7",_ i 16. X" ,- - 'J.-­2O,3/4- - Jr) GLASS, , * , 4 11 �_ � I I IRF * , � � � I 8 Rite v,,, " _- I _/ � - _� I ­J­ - __ I � __ ___L__k,_ � � U EN. I -2 - SEPARM`K`N - - 7-7- to GLASS i II 04mw � I 2 III I- EVERY qViNI-W i - I_ ___] �� 1 J§ I � I 9 A S r� � , I � � . ­1 - j i I -A, - ---I,- I d I � � i " j I - f-­­ - -- - It I 0 � j I Rv e 9 I - I " . I 19 I , . I w, ! - � - - - I .� ae . , I _. a � I 5 i � z R i - . - 1 ;J '. 26 I I i 7 1 _j 'I f I I ­ I I ,9 ,�, I i - . __ � ,� I - t:�,:7�7AF` � " 'o - , � 3 � /AW 4; MS 11 0 . � I , - f �; I .�e a __ � , I �� I �, I i j I p I I @Xi i I I- 2- � . _<'. � � [ - 2 - , , , ... I !�, I I ! ,I !PW � I � I ­� "I I " �f _�__ -[-,---,- __ i! 1 � _\ ! J � - - - - - � - - _� _.- , -I- ! I I 11 I � I 11 . j I t - I � -, ,­ (2 . u � I 11 I : I I 2 � � ..L I I- i�. I � . __ " ��!? I /A*. ,V.- . S NIP � , I I A*' AN, 1 6 I - , I --- . ! , 21-- - k,(D ;/ -� , t��, !'I I , Q`114VR_51111W�11 "` __ , - � � , I c� I ", � - a , -I I '-�11-;M­Ncn: _1 � I -_ ­­ - _­ - I � i W". , I I - I I I- BUDWO - � z . , " t,Sxsrk-T'oNa u, 'Ir 0� �; 1 - W"*;Otttl;.Ni�4 I 4,111, I I ., � 1� - I a - I .1 11 4 �/.- �t k � LY-4&.ye Msj1 ­ vIf"I'l-Lt'"W"vom I 1"&X. IZ � A- I . � I __=(29,24�0"I,m "I ". 1 - A, 11- I I . ". - ,I �0 11 70ED Olt hAl on OR C= , - - , ,I � i � _ - - I L , I 40431W(Tl I pp , v +1= IA SMOW� .� 11 � . --w " M.5 w/ 711110.1/321 ! 741"E", PDXTRAPaN A, 12 9 _11" �, i6tKi NOT leo,c 0"Imm .. - � . � �� ­�A*A�_ SCAM a 6- PC W/ -/�'#.� SCREWS 0 8- LC w" ,, . 11 � / PlAknof, ­ XXO(z 4 w / � � -2 ku, I I 0, NREAM PONCTIVir.04 . C2,JU,rw �1/2 M-n THR&kKD PENEIRATION u RMARED 1w ".RET, " I M OF PiATT I , 111LI moil .FIAT OR O* CDOE ALTERNME 2' 1 - V* 210 wjon FLAT OR ON E T SCALE 1/4'­- � ; 3� fLAT -DGF 11INSTALLATI PLATE REQUIFIED a T T , - 1� I I I I -1 f � I'll I i ALTERNATIVE VAN 7 -.1­ ., I 1 ",%il-ti^ I I " SCALE t/t"_I, � I ­_­­ � "� I - I - - -, I.- _'AuAm I " moubwma a= , ­ Z� ��� � �_ , , ATM A'AW 1. IN' 57ALLAMONS ARE ONLY VAUL, FOP BUIDINGS W" AS D� GkSl� LOADS 1. �i��., SCALE 1/.'.1' ,- TO .66.0 -75,3 of AMf PANVI LEWIN UP TO V-10 __ _. L" L� ""'At"01"141", VE 3"W al ,� -- - 11 I . - � �.AXI@IA ,�,i� �J!4 � I , _ .,,,, Z FOP NEW WOW FRAW CON"SUCT : WOOD MEMBERS TO BE SOU`THI - 1, , 1/4'�, � 1, P�_ , ?­� T 0.�-, --' W/ "01 � N, 2. SPECIFIC DENSInY O.sl� OR C01liv- s .' . . - --%-..- ,�aiiii _%. I I �� � . z . I ..., � - FLORIDA BUILDING CODE J141gh Velocity Hut can. Zone), � , � . f -' I ­_____ __ I , NO. 4, , z 14w. MIM ,A� - . I =*. 20 CAGE GA(VIIINIZED MEL STORM PANEL 2 , I : * :2t D-KW 01� �-� -ASpA%-nw.,A=;E­=,§,F�, Z : - I r;��_ , --+,, - <-, - - , , ---;, - Iwo w 20%, INSTALLATION` IYK 04 �� _". STAT OF � I- GLOBAL PROTECTION PRODUCTS, LLC. o"'"I � -;D% , , , __ ­ - ,z LrE_C�Ow. \ � �Iw_ 51 MISS OATC, I WMATIVE. mm-E&W-1,10- I'4ADIA. - , 7= F/1177��' " ;; �, TILLir nutwo . rl.z�NW"G co~ � A 6 Ill / - A, ___AA%`AI "How fl`!A) W�'�-Hlo, - A`HMn­,x1 20-t76 TOP A OarrOM ANAL,TAGS CA. RE CO.Bww N ANY 991mm2m a mm LmAno """, '�- -," � , �1/1 � , __ &�1'11 `U", - Offill _­1 I WAV To S.r AW ACSJAUATMAL SDAuC 1,14. - I- �i --- -1.$ 01 , 04-opoput, -.1 - !�._ =ft� 3K`4 .", , ,.,IT P1, Es Rifct;t Not 5�41w To- CLAW" SEAL,1SKIWIRIS"IS W&TOT A, , ' J'_ p"' li� i - - sxm u or at ­_­.. FLOMA UV� .,S? I - - U±zz=_::�= It I I., I I SINGLE EANELS(b I NED AT TOP DR W=M WITH TRACX&j2ORnB * MAXIMUM PANEL LENGTH %+- OR %-` (m) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING (P -.0 I. P, -) CONCRETE & WOOD INSDAULAW" t !I- --.i+- 12,-O* 12'-O* ____m.G_. W-G. - ___ __G�o JOU7 - -;,t7--s- .-In-e 10".r 3510 101- to, - W-0, 70�r' sr-4, _:!�-0-_ 9,-r --;7- W-9. ---no 3ojf-­-- , -- j_j��- -.- _,_i!J1_1______ ___mo __­ 65.0 710 __!�__,_ 0�3` ____ 411-0 71-o' ___ -JIL75.- 1_". ______ 7� ** 71-01 __ nT - - sao -n--_ 7'-2' --±L--,W _s'-7* --so-_ _____!�'o ­ _j�_:G:_ - ­_!L!L_ --!L--V ­_!�nr_ __2nf___ 100-0 __!!�__r 6,-51 I ___!�GL_ $*-?I* F010, W_j - ,_;�-T_ f7p.0 - - S'_71 - s--i:- ____L1_Av - 1119.6 - --7_-.S;- -AT-EACH-END"' DR D.M.,(J), @.@ - - __ - ,----- ­_ MAXIMUM PANEL LENGTH L+- OR %-" (ft.) 0 MAXIMUM 45.0. DESIGN PRESSURE RATING (PAY) 14 ., -) CONCRETE & WOOD W&CADONS t - L+ I 20.0 14,�, tj,-&* --- __ av or-fv. -_n_ ­ ,Mo - _Tf_�� _LI to 0'-?' __ .3_ _.- to'-fo, - - $I-$- 4AP - 101--f* V-2- 4,Lo ;; __; - I - 8-�� _____­iio,__­ --F-r-, - 8­2_ __ �io­, - fump ,----------I- 0,0` __� "i,a_-__-_ _____ ..-L-f- fi'-O' -..-- _. ?*-,r ?'-S- --- - - __ _Z_j!�_ ?,-S" __.___­ 1'_�i __ ___ d.-7p.__ , ___;7-�_ 6--8. _22-- ;---�- -s--s- _�* - __T_`G- __;7_3:_ ____5_0 ____n7______ __f_�±L_ ­ __ t- _6�____ ___!!11_, IWO ,__!�__, Ir-3* _,L__10' 5--l. I -1mo 6.-j- ____ S.-4- r-,.-..-- - - _.L_I' "" 0 - .,_ 10. - L tm;--��- Ds�_S- "NIUM SEF-APA11ON TO GLASS SCHEDULE MAXIMUM PA4UUDWW WIND SPEED 4 I 0 ­p.h wen SPEED � 170 .." (m) � - UNRESTRAINED I RESTRAINED UtoGi5mMN"t9i 'NED, 30 OR tm ­1 70 90 - I . _T !:-.- __�L�_11 ____ ---!I- 7 1/2' --L,-/4 7 l/.­ �90 TO 14S 7 Wr 7 1/2* - 1 ,145 TO 1611.1f __f_____t___L_ I' I I* I - 7 112- 1 MINIMUM EANEL A 91)$N M90IMR-90RHM BUILA"atit "I, TO" "I'll - OIRECT 1. 11. " 5191"5 , STUD ,:;�__­ -r ANGLE :;&�m �Top MOUNT WAVER HEADER A.W-t TRACK 1 Ad= ML - DIRECT 41, _12- '. W w I be, --f--:w- SO. - __ - (4) __ - - - 1.5-41's, STUD MOLE - IV ___ m. - - ,12 L 32- w I - IS. - _Z3T _-�; _Y.04. __ _55' . 32- ' '. 32' 1 42' - 1 67' ' 60' Go. ' UN � TRACK ANGLE __ ;0=­ 32- 3r , w ---f_-� I .. T S.e-. w Cil ­__ M - " � !�_ ____ A. _M 1'. W I _ 32' _. 32' , I . -1 i 56, 1 so. +2/4 -1. MAX, � - --- M04ORS (SEE SCHEDULE 08 1 SHEETS 9. 10 411) - __ I, New -� --" ­ - 1_-� III, a rT -I- --I-- � 1- -I- ­T - T­ _r -1 __ - _f__r_ . +1/4, 3/4, 4/5, 5/5 & 6/5 1 IWIS, 2W/% 3W/7 & '. 4W/7 ­J- - -I- =-; :6-1 T:1�1 -I - -T -,- -,-- T L] I I 1 I �-,,i L-5 i � ,I L'I L-i-L-1 a 2 - �� � - - - .. ­-1-1-1-1, , - A ... J .... .. L �� - _­ -[-,- - ­ - -r- ­_ -1 - 'i I— - I . __ __ - __1: __T_ - ,,,,:-,'---I- I . 1. . - , -I I- ,--, 1 : I- - T - : § - --I i I � : I , 1. -_ I I I . - - I j I - __i__1__L � I �_ t I I _i - - I - ; , �, I l�� III -q�;A ! -- I -I--- Y ,� I I I i ! 1 1 �11 . I I i i i 14"A -1 - I -I-,, - - - I ­ i ,� UNBOLTED PANELS 1 �.�,�,_� I '.. I ;OIL 1.&FtLs 1;/ I - S_S_ M.& BOL _111*�ERLAP � I (SEE SEC110M AS . �� r W/ d". CA. p APPLICABLE) I .1 , I I JSEE SECTIONS AS APPLICABLE) - � 1 1 1 1 1 1 1 I ! 1 1 ; f I. $ f i I _ _,� , � : I , I -_ � I . "; i ,. I -_ I I � 11. ­ I I I � � I I I I I __T . I t � I I , J, I I I i I i I I 1 1 1 1 I I I I I I' I i 4 I 1 1 1 1 1 1 I � i ! � I : I � I i �111_11'�__,`_�' I � I I i , ! � I i I " I , , , I -1 ! , _' ! i ! i I ; 1 L -1 ; I - D-M.,O, @, � �- J,-,- j*-1 � -- I- -I- 4 - - - _! - -1 [ - . � - . - - I , , I al ,4 , t -----I k,;;H ,0 pp�f '� 7 1 t I @.,@ 77_ - il.- I ra ki ____1__1 MI ,- _____ , - I .N 114, 3/4, 4/5, 5/5 & 6/5 I' MfN, � * 2/. L*IW16. 2W/C 3W/7 & 4W/7 � . L - - -------A4CKDRS (SEE SCHEDULE ON SHEETS 9, 10 fflj�­ L,I----''- -- -'--. !) ELEVATION , z6a * N.I.S. /4' Mdx GAP Off (MOIL OMERAP -1 7111HOUE WILIM �i 1/4`1�__ -_ _0 MAX. w \,� I I , . -10 J) NJ.S. Norm G(t) L,f� WXMUV A,�L� PARD. LENGTH POR A CFXH POWK AS.O. DESIGN 00. C­: MAY, ALLOWABLE PANEL LENGTH FOR A MEN kEGAINE AGUE, OESIOR LOAD. 01 PROGEDURE TO DETERMINE momw PANEL DER01H, ON04 A POSITIVE 0,1M OEWN LO^ Dt7M"f MAXIMUM PANEL LHNGN 'L.' FROM SCHEDULE. COACH A NGGA.K A-%D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'I-' FROM SCHEME FINAL MAXIMUM ALLOWABLE PAND. LENGTH IS EQUAL TO THE MINI DETERMINED PANEI. L04M BETWEEN 'L+- AND 'L­� DI) SEE SCHEDULE BELOW FOR MIN. PANEL UNGIN FOR POROSITY OUALFIFICATICIN. Ff- - - "STALLATIONiS MO WOOD ARE LWM 70 � 95 P.f MAX. A.561L DESIGN PRESSURE RATING I ; AS 6, 10 & 11 MR MAX� ASD. DESIGN LOADS * MAX. PANEL LrWH% FDA � I � UP VAMA ch is USED, oj%� *,I- , 110 �-: ­.. , I . . . . , . .1 , __ - - __ - FLORIDA BUILDING CODE (Mon High Velocity Hu Cone Zone) , , . I It, : I w . - 0,44167 ` z CID" Twitm mc, 24 GAGE GALVANIZED STEEL STORM PANEL i F.K wmw 91 : :2�.%, * ., Z - It ,_ - . - ­Icu� - - � I I L I E C 0 .... ' GLOBAL PROTECTION PRODUCTS, LLC. """' 0A.M. � ­�, I , 01 1, - - * , - - A, "at = Twmq . "A' R '='4 = 'IMAN1110" FHPNE2 ew (-"Kw-%M 20-175 ' ... � �ii� 6) I � ". , - - , (AIWA-VA'A -.I _­­ ���- MINMNW� i __ _-, I 2Eff.EAL_1NME5 (C) ID - -'�!.$�TjAqi_ �� Ili�� ku, _�PCQM__QWfflt_,G__�__WN.;, I . IJR -D.) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCOR Ca 00 CT EVALUA71ON DOCUMENT (P E DAN - 1/4"It TAPICON ANCHORS, AS MANUFACIURED Elf 0.W SWILDEX, INL; I WIT4 THE 2020 (7th EDITION) OF THE FLORIDA BUILDING TOM- THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 014-10 PA'a"TE FEMALE ID AND PANELMAlt PLUSS ANCHORS, AS MANUFACTURED BY U.CO CONSTRUCTION PROOUCM VELOCITY HURRICANE ZONIM- (MM-WE / GROWARD COUNTIES), - 1/41# LAC SCREWS PER hmis I DESIGN WIND LCADS SHAU BE DETERMINED AS PER SECTION $600 OF IHE ABOVE MCNIIONED CODE, FOR A BASIC WIND - ,/let , 5/6- WOOD BAN". AS DISTRIBUTED IV ALL POINT SCREW, BOLT & SPCCALTY GO, I SPEED AS REQUIRED BY THE ,)VAIMICTION 04M STORM PANEL WILL BE INSIALUM� AM �OR OL DIRECTICIMA,RY FACTOR 9D-Q,", USING ASCE 7-Y6 AND SHALL NO EXCEED THE "AUNIUM CA,S.D.) DESIGN "W-'MRE RATINGS WDICATED CIN SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOW OF IAPIONI ANCHORS S14ALL BE 1 1/7' AND 2' FOR ELCO PANELMATE PLUS I I 9 THRO 12 Af 17, fe AND PANELMALE FEMALE M I I'li ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHAU BE FIFr.7 - ?rDUCED TO A.5 D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO, (A 5 0 3 C2) WHIMUM THREADED PCINETHATION OF LAC SCREW. JN70 THE WOOD FRAME UNIT SHALL BE 1 1/2* NO T F H EADCD I DESIGN PRES ORE WINDS INDICATED ON SHEETS 3, 9 THRU 12 & 17. I& IN ORDER TO VERIFY THO ANCHORS ON THIS PE-D. AS TESTED WERE 40T OVER STRESSED, A 33% MCRID-SE IN ALLOWABLE STRESS FOR WIND LOADS WAS NGI USED iN 114OR ANALYSiS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN CA) MINVIALIM I DGTAAICT OF LAU SCREWS, IWO WOOD SHALL BE AS INDICATED N 1105 DRAWING AIXOPOANCE WITH N,DS� MIS, STORM PANEL'S ADtQUACII FOR IMPACT 0,10 WIND RESISTANCE HAS BEEN VENtrIED, IN ACCORDANCE WITH SECIININ 1609.1,2 OF CAY MINIMUM PENETIZAT)" Of *DOC HUSHING SHALL BE 5/8' 1/4' 0-20 SCRVN5 USED SKA�I_ BE 1 1/2' LONO MINIMUM THE ABOVE VENTICLINCO CODE AS PER AMERCAII TEST LAB Vw SOUTH FLORIDA REPORTS #C8t4Z1--OI AND #0219.02-09. AS SHOULD STUCCO EXIST, AND V MINIMUM FOR WALL-- WITH NO STUCC ,O� ! 2-91, & ASTIA C 3M-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #112301-10 AS PER _01 AND YAS_- PROTOCOLS, AND AS PER CALCULATORS PERFORIIIED IN ACCORDANCE W/ SECTION 15D4 OF THE C-5) IN CASE THAT PRE�CAST 5TON,-, OR PRECAST, CONCAETE PANELS. STUCCO OR WOOD 904RM HE FOUND ON THE EXISTING JAS_ I FLORIDA UILDING Cm WALL. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN SRUCTURE BEHIND SVEN f`ANELS- I AN4,IORACE SHALL K AS MENTIONED IN C 1), C� 2) & C.4) Z, A-U A4UMINUM EXTRUSIONS, 10 BE GO63-16 ALLOT AND TEMPER (UNUSS OTHERAISC NORED) SEE SHEET ' Z tv) ANCHORS VML BE IN5TALIM F,1LOVANKI ALL OF THE RECOMMENDOMONS AND $PECIFICATION5 LW THF ANCH08*5 MANUFACTURER 1 2)_ AU ALUMINUM SHEIF1 METAL USED AT MOSURES SHALL HAVE 3tO5-141A ALLOY 8 PANELS VAY ALSO BE INSTALLED HOWONTALLY FOUIDWING INSTALLATION DETAILS SHOWN ON SECTION f THRMIGN 6 (SHEETS 4 I 4, ALL STEEL SHEET METAL PANELS SHAIA kANt STRUCTURAL OVAUTY Ma. ASIM A-Z53 GRADE 50 MINIMUM, G-00 GALVANIZED 3191AIGH 5) EXII THAT mCkOFRS(3 &O SHALL NOT Bt USED. STEEL DESIGNATION WIFY� 921 IPI (ASTUR ROLLED). 9 I r SHALL Rr THE RESPONSIBILITY OF THE CONTRACTOR To vEmFy THE SOUNDNESS or THE STRUCTURE WHERE SHUrTER 'is TO BE � - 5 UFTE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONIC K OR WOW MAW ALL SCREWS 10 HE STAINLESS STEa 304 OR 31t A45I SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DAN ATTACHED TO INS, REM BLOC BUILDINGS , SW;g WISO " YWLP SURENGTH AND 90 AS, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING 0LE SECTION 241 .13A EACH YN, AN At, RNAD S I W jU ' CULAP STORM PANE, IWTTI LENGTHS OVER 90'. AS PER 5tCTIONS 1, 2, 4� 5, 6 0 TO W W, 3 ,k 4W ON SNEOS 4, 5, 6 & 7 RESPECDVC�Y; SHALL HAVE A LECIBLE AND READILY V648LE MARKING INSTRUCTING OWNER OR TENANT TO b DOLTS To BE ASTM A-407 GALVANIZED STEEL OR A0 3CA SERIES SZAINLM 15TEC1, WITH 36 �..I, MINAI YIELD HIRENOTH SECURE PANELS WTm APPLICABLE REINFORCEMENT DURING PERIODS OF 14URRICANE WARNING 7 ANCHORS TO W41 SHAU BE AS FOLLOWS lf� THE INSTALLATION CONTRACTOR IS to SEAL/CAULA, ALL SHUMIER COMPONENT iI WHICH REMAI, IN '�ONJITNUOUS COWACT WITH THE BUGOITIC TO PREVENT WIND/RAIN NTRUSIONV (4) To-a-0hil-RDURULS.2timall - 1/4"p TAPCON ANCHORS AS MANUFACtuRED BY I.T.W. OviLDEX. INC jWn f'­;"92 pt., ) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INIS MkWING PLUS ANY LUIUDING AND ZONM FECULUICNIS - 1/4* 6 x 7/0' CALK -IN ANCHORS, AS MANUFACIVROP By MWW INC PROVIDED BY 7141- ,A)RISDICTION WHERE PERMIT jS APPUIED TO, - 1/4'4 , 3/4' SCUO-SE7 ANCHORS, AS DISTRIBUTED BY Au PONT SCFFFW� BOLT A SPECIALTV CO im;,, r`­%OQ PA,0 %I (d) PITS PRODUCT CVAUJA'nQti 091-UMEW IP.E.O.) PREPARED ST THIS ENGINEM L, SENURIC AND DOU NOT PWM5K INMRMATKIV I - $14,-10 PANELMAGC FEMALE ID & PANEL"TE PLUS ANCHORS, AS WANUtACWRM By ELCO CONStRUCTiON PRODUM. FOR A SITE SPECIFIC FACUECT, ,,t. WHERE THE SITE CONDITIONS, DEM41t MM THE P10 - 1/4-4, ZAIAAC LAI ANCIIERS, AS MANUFACTURED BY DEWALT, �NC (h) CONMACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION RAMILUNG LIFE SAFM Of THIS PRODUCT A 1) UNMUM EMBEDMENT OF IAPCGN ANCHORS INTO POURED CONCRETE SHALL BE I ,/A'. 2' FOR ELCO PANUMATE AND BASED ON THIS PET) PROVIDED HIE/SHE DOES N01 DEV,ATE FROM IKE CONDITIONS DETAILM ON TIRS DOCUMENT CONSTRUCTION SAFETY AT SITE fS THE CON7RACTOR'S RESPONSIBILITY I 1 3/4" FUR ZAMAC NNUN ANCHORS. (c) THIS PRODUCT EVALLIATION DOCUMENT WILL BE CONSIDERED INVALID if MODWIED I A. 2) CAII & SOUD-SET ANCHORS SHAU BE, EMBEDDED 7/8' INIO THE POURM CONCRETE NO EMBEDMENT INTO I STUCCO SNII BE PERNAMIEV. ;/4' 0-20 SCREWS USED SHALL BE t 1/2' iONG MINIMUM SHOULD STUCCO EXIST, (d) !PTE SPEOFir PROAECTS SHALL Of PREPARED BY A FLORIDA REGISTERED ENONNEFYI OR ARCHrECT WHICH WILL 915CONC THE AND 19 MINIMUM FOR WALLS WITH NO STIUCCO. AND MAY BE HC41ED SCREWS OR ALL THACADCO SCREWS W/O HEAD, ERMINCER OF RECORD (E-O,R�) FOR THE PROJECT AND WHO WU_L BE RE$PONSW�� FOR THE I BUT WITT4 WWI Aim PROPER USE OF THE FIE D ENGINEER OF RECORII A0 INC. AS A DELEGATED ENGINEER TO THE I P.EO ENGINEER SHAII SUBMIT 70 "HIS LkII THE SITE SPECIFIC PRAW44GS FOR REVIEW I A.3) IN CASE THAT PR��CAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUDDO OR WOOD BOARDS BE FOUND ON THE Exj"NG WALL OR FLOOR, ANCHORS SHALL BE LONG EWWO14 TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS (iel THIS PEO. SHALL BEAR THE GATT AND ORIGINAL SEAL AND SIGNATURE- OF THE PROFE!5SIONiki. ANCHORAGE SHAL, OF AS MENTIONED IN A.I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (0) ',Q-Fx=Nr.-��---w2QLC4,L-AS'-V-S--DD: It SHUTTER MANUFACTIUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM I PANEL SHLTTFA IN ACC DANCE WITH SECTON 1709,91 OF FLORIDA BUILDING COOE� ONE LABEL - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY � I W RVIII0, INC, SHALL BE PLACED FOR OR I I I I I � I - 1 �4. 0 . TJS` CALIL-IN ANCHORS, AS 1,UNUFACTURED BY OEWALT. INC FILDRICA HOLDING CODE - I/4-0 A 3/4- SCM-SET ANCHORS. AS OISTRIBILInD BY ALI, POINT SCACA, BOLT & SPECIALTY GO - 014-1 G RANUNIXIC FEMALE In AND PANtLMATE PLUS ANCI�OAS, AS MANMrACAJREC, BY ELCO CONSTRUCTION P 11m,", R.W_vo. , T - 1/4' 0 ZAMAE NAfLJN ANCHORS AS MANUFACTURED BY ODWALl. QIC ,� , , .,�" tfk P, .. t - .. . � ,�.­.. � - 5.1) MINIMUM FMKDMENT OF TAPCQN ANCHORS, ELCO PANEUVATES ANO 7AMAC NAILIN ANCHOR. ("TO THE 4" ,, Nc EN ...., 'con$ . , Zone) BLOCK UNIT SHALL HE 1 1/4' __ .. _ - FLORIDA BUILDING CODE (Non High VolotIty Hur � - 9�2) CA1.11-IN & SOOD-W ANCHORS SHALL HE EMBEDDED 7/0' INTO THE CONCRETE 13LOCK U10, NO A&*04 67 '.. 7 .2010 RLIES0. At 24 GAGE GALVAN9ED STEEL STORM PANEL fil I B ____1:,_ ____ -±n _� STUCCO SHALL BE PM,irtfO' 1/4' 4�20 SCREM USED SHALL BE I !/2' LONG MINIMUM SNOULD 1T to EXIST, * < 4el"i �=_ - " / 11 % AND I' MINISIUM MR WALLS WITH NO STUC,CO. z .0. STATE . 4­7 N PRODUCTS, 11C. "' f it -00 %, GLOMIL NOTM110 I-IL01 . I ", I'AR, 1� -P'� F _.. � 11 I u C ' . ' . .1 - _. 8 3) 114 CASE THAT PRECAST STONE, f,* PRECAS!, CONCRETE PANELS. STUCCO OF, WOOD BOARDS ISE too. . , A* Am ,iL. f, � E . 11 081. .* -76­--� Mv--., - -1 - � . PA__ IL �­(,),I It r I ,D '.. "' 'y.XmI -Ax, , 20-175 _,C,H , -XI"NO WALL. ANCHORS SHALL BE LON4 ENOUGH to REACH THE MAIN STRUCIURE BEHIND "� PAMN I - oAA=. "NON' Vn� ANCHORAGE SHALL BE AS MENTIONED IN &O ANO W 8.2) . /A;",.,; - . , __ . - 'XIINI 7'. -.t - ;_ k-A"PI .11 , " I , u tr ;"""+%I%"' -I _/s,;w.U,m/wE .�=..�'y ,i,., FF i L- - I,-,. � - : 7 --, J. � A lit,!q 0 f- =-- ____ . - - ,-.L"- 1 - _1 INSIALLATION QEJAILS FOR REgULAR PANU-(-) I � IN19 POURED COKREJE DR_QQN0EtE BLQQK 5J&C� I I ; - --Prbr C04CRM - - 1�%INGC= ODMIC F 0, C��GPCILR , RETE BLOCK DICK .�-� -, REWIRED. _W4x.1A_. 1 REQUIRED. ,,,�q, ­1 �, - CORE I Al CONCRETE ANCHORS - � _ � ., ;� , 1�_'111111_ . �,�".f - , " (SEE SCHEDULE ON "I _� (SEE SCHEDULE ON �­._ SH �, 5HCm 9 THROXUICH 10) " 4) EXISTING POURED cus 9 THROUGH lo� " . � .- n2 �� 11 ,,, � ... CK)INCRUE OR , " � � , - I � ��� , � ..-%N,- � , - CONCRETE auogc � I/* 11-41 -,-- J , , 11 - 4) - - _1 ,_, ,, , REOURED. , __ T .. 11 1/2' 1 I/A` F 1/2- " I 1/4' W&,w NEW a" , 6 1/4r lLt L ! T - , -.1-- ­ ­­­ . � . I—— -­ CONCIREM ANCHORS - -I,- - - -, --. ��, V, , - - ; ; I � ­ I I - � � . 11 I I J -, . I _ (SEE SCHEDULE - -_ I I I rp � �_ , , 11 i E. PD. ­_­ SHEETS 9 THROUCH 10) ""'f" I I i 11 I - _� ­�;"­, I- I o­ i 11111� I I - �. "I'll ` . � , I I f ," ;:L� � __ i I 4 - I P0 '1112, I I ; � I [ tj I I 01 I _01 � � I I --- � Z. � I 'I I i �,� 1 , ; I I 0 1 � , - - I � 0- - __ , I/ C"t" 0_ IL __ __ _ - � - - ___ I - - " (I � - ­� . ­_­�;, z- '-Zw' ED ..... I- - - - -vi�- - - ''I mn . � 1 . __. . , . - ff SEPARATION OIL 11� - � -1 " _r___ HIA 'ir SEPARATION 1 I . I I � � (- - - o - I I ",'I . I __ TO CLASS I - I "r: - -4 TO CLASS. .0 ,I . -p � - . 11 Lmm (A. r-'r �, L I i I � ($a i�CZIU ' (SEE SCHEOULEj ; - , - ,I �, I ­ q.. II ON SHEET 3) i I 1 1 j 1; ON %HcEr 3) I �'"" PANEL LENGTH a . � , , I `0 No, 'l * Mo., I SCE SCHEDULE 11 � a I ON SHEET 3) 4 PANEL LENGTH 1 70 ASS; LENGITH ICHORS L__ _ - - I, - I - _1 _ I -1 ISEC SCHCCUU � A (-SEE"ICTIMULE CONACREM M I - - V, - - T 'a, 1A - (SEE SCHEDULE 1 - 1) 1 (SEE SCHEDULE ON � 014 SHEET 3) - ON SHM 3) 1 1 0 1 1, I 0- � !H' - - - ? - ! -_ - (1) I ,._ - T� SHEETS 9 THROUGH 41 a -- A" � 1 5D% ! 4 , I -Z�V,, . '-�-" 1 OF %* =1 KI 'j�j I MSTING I : I , , _� �, - , I � MAX : : C"Iss -1 I W§ I I 4- I 1. 5" - tv'T41z,��`,:,, I -- I , " -,V,�,�'., I ` . I OF 'I: � ,;��.t,,�`,. 1 - f �-'�,�� �e�', :, ., - �11-_`,_"11�111;_�'11. - � W."r , , zo ��, - I MAX, � ,� � �01 � -�'��,� 11 S, a m `�� ", ""'-�41,�,`,,' I -1 .'�,13,,,?,_�11�� ��, ,-�-�,'-"�,e%',�,- ,,'� , - i �,�,,�;1,1� _�& i � ,,T", , I I we a ve 02 1'1�111`; - 1,'�,'?, K, I � `,0�*��,,, I L . I � I , , ."'. � " , "I" � '� r � �,',�,'� -:`�, i � i E.0 I I I t �,_� F O. I , - 1--i r 7 I F D. - 9 ,,�,'�-, 1 _ � _ , � _ " 1/2' t I � - , . � _ _ , �'-�.7 I I ,­�;.­, I � A (�, : I,,'--,K` I ­1 J IDU , , - EXISTING POURED , I 10 12 1/2- Or- I 11 , �[ �, -- - - � :1 I CONCRETE OR -1 �,,,- ,-- L � :; ��,�. ��� , 11 ; _v- L­ - ww I - , (" -) I m WAD CONCRETE MOCK � - I RUE ,, �, __ ���,'� '� i � .. , safinit OR CONC ANCHORS �7 , , , � � _, �, �Q I T-1-1 1! REQUIRED, Y (Sim - - I __ __... - j W/ "IT __ � @_ - A- ---- I _-CO -_-EC- ; .11"iV --- -_ , � i - __4 , " ,�� g�, " 71�rg' I - SHEETS mw"...." I .G ,gg ', ,4 , I �, ! - " 4IIII.,_1 %, 1w, , � M­ � ,-- */ lm=1.101.1�1�,S, Mv ;'I --. , SET " Con I I ... - 'T ON, � ARE USED a WHEN - ,11 � - � EXISTING POVRO) CONCRETE I - C4 ; OR CONCRETE D-OCK A:/C& ALTERNATE CONCRETE I PANUMATES REOUMEEL ­ .__f�USIVR CONCRETE GGNICRM ANCHORS - ARE USED. ANCHORS Co;�CPOURCD REM MOCK REQUIRED, STAGGERED W1 STUIF (SCE SCHEDULE ON I (SEE SCHEDULE ON SHEETS 9 THROUGH 0) SHEETS 9 "Ouch 40) WAU MOUNTING I DIRECT MQUNT NA&ArM I ffiff X, 011hNIOIN11110 W%,; I SCALE 3/8-1- SCALE 3/8-1- 1 0,W0�NjINAf, T , I I 6pT�1'1.-1:-11�4A)-'% A�.,. � r.p,y.--.: !01 FLORIDA BUILDING CODE (Non High Veloolty Hu Iconis Zone) �if, � __ � - - .1 . � 10.110% W, 11. z -' z 24 GAGE GALVANIZED STEEL STORM PANEL. Z i 0.44167 " _- DIVAN, Iff� -_ MR amm = * __'. * '*= y � 01/27/mmu` E.D. - EDGE DISTANCE 1 '!5'%, STATE V�4-rf �;�-­­ 11LIECOtime GLOBAL PROTECT'ION PRODUCTS, LLC� ,/ JI,lf; (SEE StREDULE ON TOP & BOTTOM MOUNTINGS DAN BE , _ _ 4= SsAt 61 If - _"_11`?41`1 61'. - - Tau, `4 a SHEETS s & 10) COMBINED IN ANY WAY TO SUIT ANY OW�Iljii - _41"� � I -, - , Q _ pw PAKIL N_ 41Y -am 20-175 It: 06HAMI-ISH!, FAX, (".)II&I INSTALLATION. - L - _9�y .- ___ __ - n.1 - oawm ,w. I ;;." Akjmll�-­_­ - .-=V-,. !�-j Zm -.-. - .­;;1 -,I.- In .." A - . I i , A 1 1 . , 1 - - I . . I I _4_j Q) (1) = -0 (L) - > 0 c- -I.- C.) = _0 L_ (1) q) L_ 0- C_ = 0 0 L_ = .a CU 0 ( A -) -0 w _1�._j 0- U) . (2) -�-o = Q) =3 -0 M 0 -cu -0 - , Fn -0 = U &_ 2 a- -0 = = -2 ,a) 3: CID = 0 0 := Lu U- "_ 0 - m > En - - (n a) - _,_, " CL F= 1i cuu) -0 402 . = -Iclo- a) cl < a 4 z mi 4" N,,�� 4L.-Ai __f>< a .:: C= .- ;� c%A -= /� c%4 / ED LLJ � -5 C:b \_ - 6 & =. - - _E m L_:t C', '= = C14 rx .� Lt- >< 93m- . L- =M C= ­ :z V) = CIA _= U) ,= M .CZC 2 C14 �;�- 3: _T w CD - :t� � E �- .= = C13 = - ,-r = U -5 ETO L, _rt := . w = �, = r-m �� W ,!2 -, = - ", -2., _u = E _!:� CD Cl- U - CD IN51ALLATIQN ---------- --- I �__ -_ _____ , DETNLIS FOR REG!ILAR PANEL � I INT QUAILS EQ8 REMAR PANEL �j I EL 70- - - -1­ -,-, ------ - ----I INSIALLAT19N DETAILS FOR REQU R PANEL JID IbITO W9O 0 POURED CONCRE K ST .1 .21,19TURES I ­-_­ L.1 __­- ­ INTO W00 S-TRUCIURES -7 -- -. �:, 7--- �-, - MW, ­ ­.. _­ -_ " - -- , ..------ -1 F INUALLAT19N I -1 � I I , . ­ I �, � L . SEPARATION - "T L � ' , I I . I �11 " , -_ - ­ 10 GL*S_S� . ­­ - ­ -, ,..-- -­- � p ­-7-�- 1 _7 ALTERNATE CONCRETE i� 1, --A= ANCHORS � � 7_ ,. 1',-, � , ; I . ­ I . � " L'' �, I ON - ., I., 0 j ,,, (SM SCHEDULE ON /,'� .1 (SEE SCHEDULE f/.4, CAWING Mp ,' L ' I IT RATE LEG COW -RUE ANCHORS ON , � 1 , SHEET I 1) �,,, � I I I ON swu a) "o, 4'.8, (Mh,L) " 1 "L , I I ­'LL­ ,`� ­ --L-,- ­__ _�_Aczmv NCHORS UCCAT , - � I - I � * (ta I , � I � I I __� , , 1 � _0 r o :_ "I, I � , , 3 ,� 1, 0 Ir__ _. �, � , EE SCHEDULE sovis I I CXGT,N9 POURED CONCRETC EXISITING POURED QDNCRIEYKL� ' � � I . "I 'riE , , , 4 � I (sa SCHEDULE 04 - -1 _ SHEETS 9 THROUGH ID) - I I �� ,, � _____,I,_ BEAM REQUIRED, STRUCTU 1, � �!, SHM75 9 THROUGH Int, BLOCK - il I'll a�� i � � ,_ ,� ,�­--­­�­��­-­ ­_­-, %.=-A, ADEQUACY 0 EXISTING WOOD ,� :� �1.1. �­ �!� I cn OR CONCRETE BLOCK OR OoNcRm It , I �11 1 -6--i � , �_ I I . BEAM To BEFr ­ � ; REOUIRED. : REQUIRED. I q I ; ,� ­ I 'CHTFIED By , _� � , .. . i, .L IL; , ` i I I k ­�i - ­­­ ­­­ I., - 'L" M., _40 - so --- . _1 z 1 1 I- - -_ I !,� , ' I �,__ 1 1 �1_111 ,�A .� - - . UI ", % ? I . i � -4- I - 1� ') * LO=TE LEG 0 - - I .J. -I'- ­ , -­__._­, . . REGISTERED ENGINEER OR " I '. - / - , __ � 1 --- -E.D. t (G�,;� ,`�W'." WOQDX�_ , ,-42) WOOD ANCHORS , � I L m1ral � ;a ;C��,_­_ ­­-, L .1 ,1 I I - 1, �� . i " " (D :gy , I - � - - ., f�! I I I (SEE ScHcOuLE _ % , -_ - I - , 'M I . . �. _-) REOUI I .. I �: . - - �� I SHEETS 9 THI 10)�� z � i r (SEE SCHEDULE ON - -; , , i�! � _­­­=__ - - . - -I--- 0 SHEET I 1. FOR � - � ' _WOOD ANCHORS ALTERNATE W=W ANC)Aq�FR§_ !.� I - I- ANIL - 1Z ETEP011"MIREG­ . I - - - - , 11 - ­- (2, , -1 ; a - _11"1-__ _ , I . ­­ I � V,=, rwo.rcl I W W - AP, 4'." No vtNeaA quo I r, I I 1 1/0 SHEET I 1) , � I , I UM SPACER 0 -­ v, - SCHEDULE ON (SEC SCHEDULE ON �, �jl q - . . I _ -,_ -__ ­ 1 - . I I � I � -to-�-F_O­ � I , I -�I* is wti, w/ MIT - I'll., .11. � ... L � ­ ­1 .�� �� ,IT ­ - 1 2* , ", , ,c im" , 0". � - ! OF It* I SHEET I 1) SHEET I 1) ,Ill A,". =__ � ,_v t__ ,", � I - � i ss. wst *� .0 � "_ , � _� I iI , , I � I . I ­ �V i I,I,2� � , � �, CONCRETE ANCHORS '-ft -­"�1/1; I 1, I I Al. - I I ­_­­ 1­11 rl- � MAX� I - , 1AN � - I �' /4 1 J ­�� �,, , , 71 - , I � , /21 a& - 0/4, , _0 � __ _1'1 ,, _, I _= TAq - - ,�-, I . , I I -, I I "I . ,,r , � I I 'I L"", M!?� ­­­ 'L" L I N I e �, )� I WOOD HMER , 4 - t .1 , 21 1 M � I I - ,/1. 9 (SEE SCHCova ON I ". I 11 i I . , I � PPQURED ,/ , " "I, ,� � ED : ---I - ­­ L----'-------- ­ -4-0 1 , N&I, I 1� s I - I I. I I �1. % �.' L - WOOD HEADER ,_ � 00 -T_ -lio" - -,- - __ --I I I 1, t i - I � I � I - �- - -- - - -- ­- - _T-`W"L -, - ­­ --- - , ­4 I,.'--,- U) o SHEETS 0 THROUGH 10) A _` . ,r, . � ,�, I __" , - 1 ()7 1 REWIRED , �, - - _L I I q�_ 1 I , i r I I -:1 I ED � ? _ I I .... - : �, � � i t - - -- �- , - ,I 1 I - ; ; LIL � '__?� "', _'-*�Wa; M/4-�= 1 � � - . . ; IL' - - - _9� . i � I W/w 0 6 .14, itz -+--a . I I � "' - , , ;4 LF I 1I_ I . ; z � L p , L ,__�_?_,., IL PANEL ENGTH I ir�l i I 1. - - ---A- --- - i = WOOD ANCHORS I ��` -1 . I ' � I ; I I � ; 'L � -@I' MU. LORD ALUMINUM SPACERS 0 12 1/1', -.1 I L i - I t I I L 1 1 �, � 1 I 11 (SEE SCHEDULE N_ - , M`J�, 'L 0 7 �,_� . I - I I I � - (SEE TABLE #1 � ' L "� I cu A I 4­_ � , - Lmij 11 I : r . , I . I I sHm I 1) ; � I ED i , , (SEE SCHEDULE I O,` ON SHEET 1 1.) � : =9 I - C, ,I ,� L ----------- I- iI r r(l) ; � i . "T I MAL I FDN SHE:�� I I , �,, �� I SEC NOTE -' BELOW FOR. LIMITATIONS FOR MIR. I 1_... 1, �r I ".. Y I � I �fl , ! ! / i - -1-1 (37Y 1 1 1 1 SrPARATION f I SEPAPATION I *vl MAX, ­0 Aw. 1, 3 1 1 1 1 I/V CONE: SLICurs. EPARATION TO ; i tv. : . � , I I I � � � , � , , TO PAASS� I � 4 I� � � I : f- > I , I i I - cl ) - SCHIE I PANEL LENGTH I I I �; � L cl ) 11 J) I - . " I 1 GLASS,(Sff . f L L A, a -1 (SCE " I It ut , I � - ; � I I 0 , TO GLASS, . PANEL LENGTH IL � - , _ __A_ L., � , �,Y- � I i I �M�,,' ON SHEETS I - - � A SEE SONEQUI - .7 r1f : SEPAR DON TO GLASS _ I t^'# Wl- SCHEDULE ,X A F I LE (SEE SCHEID F I � � 1, i __PANEL MATE FEMALE IO OR PANEL MATE SC14EDULE i 1/1'".." 9 : id, L M. -.1 ' ff� Cg� W,0 I 9 & tog (SEE SCHEOUI ON SHEET S) . I I ON SHEET 3) I I CLASS. - I ,L* m.0 (SEC SCHEDULE ON t ON SHEET 3) I � I SPACER , t__ -- ,,.-- - � L rL PLUS (SEE SCHEDULE ON SHEET I 1) I ViAnwo : I ,^�_,- ­ 'L " I V EA PIEFAMP , I � � I � -L' NIAX( 0 I—' I - 4wm; V. fi� (IN SHEET 11) I I �,�,� ON StItu 3) - - - %" r( . . I � ,2:: I L A i i . �2k , L- -Z ,� " , r 4H SCHEDULE ON s4ur 3) - I -_ -_ - v - I I ; I 4 �i%�."�*,@ PAREI UENI'm I , L-'- - , - f , UK,_ ,Aut r-n I I.. .1 j I _ __ - "I "" A ... 1L, MAX, I ------__­­­ -,-- h � , PANEL. I � - , L_ i (SEE SCHEDULE ') " -61 PANEL LENGTH t - - ," I 1_ - PAW I ,k_ -- - - I *0 I -1 a PANEL LENGTH i ------ SHUT 3)--A w-Niiii ,_ ... ,__ 'A u - -----, � , , _ . , ! - j I "' , I - I mi,, .. �j , I �j� um. atiff, T-n � , ,- (SEE SCHEDULE � ­ (SEE SCHEDULE r'Lt-1 , . __ ., _=%=_I,1 If SEPARATION 2'W WOOD ­­_' i I PANEL LENGTH 1-1 __ ­ � -1 oil SHEET 3) ,­­­­ - : PLATE REQUIRED III . URAPT. OAK T-el IN S"EJET -A) . ­ - ! - W. � I I � ON SHEET 33 I I , I I - - ­ - I � (SEE SCHEDULE - I ­ � � I - -_ ____ - - - --- - L_ ­­v - 11 III -1 FUR , CL I I L I EXISTING 1 EXISROIG __1 To GLASS, ­ I I SEPARATION �, GLASS I (SEE SCHED LE . ­� ­­­T� - _� ON SHEET 3) �� I L I . .... ­-­ I I * I[ � I : : � - � I ALTERNATRE.2W! - ­­­ I-— ­ ___ - - -I < � 1 ­­,'­­ 1 - &#,� �6,-c -- -1 To GLASS, . i i " -it ; Z_s �1_1 MASS ... I I I (i) 11 wl� C/3 6- - � 1011 , M11" 1_____ N-1--1 � I "No"o"? ,� I 1� ,I � t ON SHEET Z) � : .. I __ " I(SEE SCRED UE 5D% 1-1----..�-,,-�.���l�44�),Y��-.--, ­­­ V_ _� I z I �1�1� I I I ,DIREGI MOUNT W 1�1'- 0 ON SHEET U I I F !___ ___ -, - _1 , -1 I MAX. - c I - - 1-1 - - - - _�= - ­�j -C,) Of, , � 4 n�4 3) OT'Ll '(D Or *L` 777M i 1 I �-__ -­_VF­�­ " L I _4 �_ : I 5�, SCALE 3/8,,,11 1 ! ­'�," , MAX. I - __1c _A) ; � " ... M : � I t T I , 1 5" 1 '1� - 'I"- � I I "' I ­,-,,-­�-� '�6 I -01 , t L - : 0 12 1/2- 0,C. SEE TABLE #1 ON SHEET I I FOR MAX, PANEL LENGTHS lk I I OF *L1 � I __ - � , A I 1 115`.,_105'1 wx i -1...., @ I F 0 , _ � _ -SPACER - I ! BOX I I I i i ,I .-I _­.. ____ . - k LL --- - - � ED , i OF 'Ll I ,�,, MAX. ALSO DESIGN LOADS FOR THIS INSTALLATION. ' 1. L - - t�' MAX � !17 10 i 0 12 Ijr Etc, , -_ - -.�,;,�' LENGTH I I I I OF ', ' CO 1, I ' 04-- , "I.." , ". - AMYL I 0 - _�:, I I . i . - - _L_A- L ,- L A- - ­ - - 'I a i I _ - I . , -_ ` Y a i2 112- mc. I - _1 ; , - - lj� - � I L ­ - ­ 14 ! . . ; I , 7 ... � I � , -_ i � L E% 'r - r, 4� : ,I j , j , , � � I I 16:,y ... J_ A I I .1 - ��, . - t ." - VIE, , I I 'LL I ;__ 1�1 - � = 0 1 1 1 � , - � I IN i ,/..-m - �� "I , q Eu ' _ , I k�k ­1 ", - ­ ­ ­ " I , � ED I _20NI, RM±__iL -.---, " "" f ". T �, r L " X �Ev ROLM I, _14 - ::: ::: : i & 12 1/2' OC_ e =:; .7- :::: t - . T­ - ,I i I 0". � I i -_,� , _:;ff I 'L ­ I � I I NO o`=vH \ .- I " � , __ - - � ,I v I -0 �� CONCRIECE ANCHORS CONCRETE ANCHORS � I ­:,� !I I �/ t - _w HEM, W.'s , , ; � , . I � _­ ;we 6 Ile 0. " - � I! �'�� j , _______________1 ALL i : I I - __ - - - -1 , _ , ! r, :,� .__�_ -I I! � A C t �� �� , � CID � I ! � - - - � fj�, I ] " � � L I " , 0 ,/*1 ac, __ _0 (SEE SCHEDULE ON 5,�;,, � __ J - I I - � y "" "", i - ___ _� _�,; __A 'L __ � _iGBIII�Ii� [ " L �1. o�zz' . ­1 W, q . , EDGE %�� !1: �-__ !LIPL_ ____ ,- _____1__ - - I __ - " 0 1 - W____ - ., I . . . . : f , I � .. ` ' , � � SHEET 11) I -- I ­­ -, ­ - _____ - 'r, ­dR CONCRETE BLOCK - LENGTHS PER SHEET 1 � I i � (1) 06MULAIM IS I�Atow srm mtu*m wm 157-o. 1 WOW PLATE , � 'L I __ = - DECK REQUIRED __ __ _�t_ - WZ ANCHORS 11 - 4 , 'GERED / . _­ ­ -_ _; PCOUIRED � 11 . � � SPACERS 0 6 O�C VALID FOR t L. - � ' ST"' -xs- WOOD I .1,�z - 1 4)2 $/8' LORD MAX..ALUMINUM EXISTING POURP . �_ " ""=.J`.`- 'g, ','�,Ii, . L7 -_ ! � , _ * * um. I - CONCRETE �', -, __ OF WALL OR SOLD S-Em 9 1 4 SHEETS 0 ;HROLACH iOI , , - 4- 1 EF. STU I A REWIRED I LOX ' ' _ I . ' (SEE SCHEDULE ON i L REQUIRED MAA LONG ALUMINUM SPACERS 9 2'W WOOD _ � L � �, . , ANY ' , I ­­­ ._: , EEJ. ­ ­__ PLAIT REWIRED ­ I � , " i � atuft REAFff woopAim ON SHICE!"N'M) ' . ,3/4' � ­­__ SCM LE ON --- - *5 11; 1/9" 04. (SEE TABLE #1 ON _ _ � , . " - '�AG , cz 0- - 1-? - Al �L '!"' 11 WWAR SA V10 BE I 11r SIM IF, 0 1� M A . - 1, . 11 .'�f'� u CONCRETE ALL DESIGN AND PiWEL , � , ;� _ , I - � EXISTING POURED CONCRETE i 2'.-' L_ _ - txmllKu �UPL I " - �z ' f � - L -, I of :L I C=110.119s _ f I R � ", REOUIRED. i -04 '*am, i � , , y I. .___ � , L T OR CONCRETE MOCK _1 �, � i , �� MAX J&AN Aw ACS110:11100 �, � / I WOW ANCHORS � ��, f , _� ,� � (r. LIE ,� I , (SEC SCHEDULE ON ­ , - ­ ­_­­ I -, SHEET I 1) u L " RE SIANAM"m TO vtAss W"= I , r � "A � SHEET I 1) , ­__11­1______ ­_­­_ ____ _11 I � , , r, -D Ho ;1""DET 3 MAY BE REDUCE17 'a vi. As I L � ' rLZ 200"Um -1. ____ � � , � _ ? , , / � 'I � ", 11 ICIZ It,' 57U i � � : �, SHEETS 9 THROUGH 10) I � , D I � 1; � � SMCEcs 9 & I m) , , � COMITROXA, � , I DO =%, :,-, ===" .1p- A:,T%TpCoI0, SIX f � � , , L � "� ,w , - I (SEC SCHEDULE ON I AS THE NUDANX COROMI AM � ' i - � : r � ,sf SHEET Ill Polaim WIN, � I (TIM 6 A WORICTION FFKAA 12 t/2w 04, WACM AUMM off 1 , I �, 1 -- 2* M]­-­-- I � I � . r I SHEET 6) L j � --- I- ; , 0 a) � I I i :J_ __ I I � _:." M1.182 A MOUNTING BUILD-ffl N!.UNTING L � L I �� j (1) MAXIMLIM AM DES" PFOMM I 5 WALL MQUUNG /QIBLJM WaPACERS 0) QR , � 4 447180 6 ,H% -45 -v- i � (3) WAL 24 WU FAVID. LENGTH 5 LMYTM 10 114' AT ANY OPENING 1 Mwa SECTION 5 11 I _: i �__-L J - t ; (THIS 6 A RESIRICTION FROM LARGER PANEL LOW" AUDINED 04 1 cn I ; DO Mm" SMRM PANEL Lumm M I UkTING I WAMI SHEET 11), SCALE a/8- I' SCALE 3/8.1* SCALC 3/8-1- 7z. WALL M I DIREU MQUNI I U11 ING A E= MQUONG BUILD -OUT MOUNIING " cu (") 7. %L 11 � � 1 (.21 t/r tM SPACER COMPONENT JINA SHALL BE AS #4=IM ON AL=,NAUn 3W WALL MONTA o AN vlar,AILI SCALE Vo- I - t "YET I OWA"I" or v 9 LEAR gym 111A " owif I I l ALIERMWE IN I 11AUI1 WAR 1041 1, 1 141 i SCALC 3/9.i* "00ALINIF4, "`Lq§1R" " m C-11HIMICONow AND Tic "20 OAT =16.1r.". � - "' 005TALLA3104 VAU MY " WHO VC, I I SCALE 3YS-l' 14) 0 1 91A.&M , `?"41 zom 1. 2 � a PER Am r e�p�� �: - �,�,;, % 01,0101111 issal-m I 0,10416#11", I i ,I , _ �, . �. ' 7111111A I A i * '\.NCEN,V ­4 , . 141 L�kj �______.__j I It � * A si,I�,W III- 1Q3N i .. I... . ­____ . %, %! jj w . � , Ill. ,o�� ... /,'� "', bm, , :-, - =$ 10 ­'­ ... I..' I 11U . '. -, " = , -1 lit" \�r hKm, .!*;;i;,. I , ,ENS,t'-% "'VNe, = : NO. 4416 . 2 2E . ,It, %, - I DA BUILDING CODE (Non High Velocity HUT c . . e . . . . . -1 . . FLORIDA BUILDING CODE (Mon High Velocity Hu Gone Zone) -1 FLORI one Zono NQ1Ls_QR_QQ"N0QN_w__vx11m: FLOM A BUILDtNo CODE (man High velotity Hur cane zona)� F - - B ; - I w__ ___ I . INSTALLATION ARE ONLY VALID FOR. MAX, A,S.D, � I- --- _____ - t - f ` ' S *=10 11.1m. mc� ". 1 � INSTALLATION ARE ONLY VA1.10 FOR W, ALSO, / : 1). ofm Itom W_ 24 TOP & 80170M MOUNTINGS DESIGN PRESSURE RATING (P�s,f) S '. .. E -m r4nm W. 24 GAGE GALVANIZED STEEL STORM PAWL 111'. < * -*1 , .,* E . "I,* . - I , Im 24 CADE GALVANMED STECL STORM PANEL 0.44167 " a S I%TF OF .� = , ic� 44167 -. N2m_fpB_QQM%mumLAx_3E9Tm� CAN BE __ - 11 - -1-111 � I I I s CAM04 10, DESIGN PRESSURE RATINO (P.ILI) AND PANEL LENG ,THS 3*: I z GAGE GALVANIZED STEEL STORM PANEL am" .� _ AND PANEL LENGTHS . - . I- z SRON ­ NMLFM- i. - * . � - , -, __ BE = I * - - COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 Ik *-� 'r ., z ��_, I " I \ � __ LLc. 01/"/"" TOP & BOTTOM MOUNINGS CAN AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR t � .. = / GL08AL PROTECTION PRODUCTS, = 0""' INSTALLATION. I FOR NEW WOOD FRAME CONSTRUCTION: WOOD . �O I A --- colme. \ _-2fi- z EDGE DISTANCE - GLOBAL PROTECTION PRODUCTS, [AZ; COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') k !f_-7=4t_::'�':, 11LIEC01mic. 11,11E, MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC 11LIE GLOBAL PROTECTION PRODUCTS, LLC. "'"r"aa , � � � E.D. - (SEE SCHEDULE ON % -�,% STATE Olj�, - �___­ i�.. smit U` , . ....... - -.-. -_ ; Am IL.. 51 STAW TOP & BOTTOM MOUNJINGS CAN BE _ . __ 'Wo &It 6 STRECD INSTALLATION. 0. - = . - - PDAKFAH, `i1`(`P �.., 51 SITIER DENSITY OF 0,55 OR EOUAL 14 A . �. M. ��A� I �, - .,IORI . imr rc;f;;�; E"CAPOAM COMPAN, , 1 2, FOR -..-., A`t-PIPPIA-A, - ft� 3M. "'I", , ,�flt ­ I . NEW - . IX, 1I=.1_H,W 20-175 . I, - -S= ` "JORA-7546, rAx, ")sfff­� "�_ SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW - lu", MA.M,�.�,4iailr= - , t'�"", 3W4 -175 WO MME CONSTRUCTION: WOOD C40 I ARAE. FL, =l. 20-175 ,,� QP11E IS. z -� �� - - I., AM: DRIARIIN-IIIII7 20 ,I� PNPNL DIN DAME ,)ON �Xt - 4 F�i,ZU�wl_l - . . ...... �=A) -_ ��_Al "�_ (96 _pp � F INSTALLATION. Nal 110�0 , - -.1 - I - [-.1 - I - DR." A, MEMBERS TO 08DE SOUTHERN PINE No 2. W/ spEcinc k DRWAAG AP, I A� sm,10jawitc/aiin - W�__ - - IM-1-V" W-1 - I - I- - -_ < CA-000I FIE DENSITY OF 0,55 OR EOUAL� "Ib-na-w-00-K; �%W'11-- - - �mwfg CA AW10 - - WMA !L- JN1HG1lW/SKRAftJW/DATT , - . . . WLTVR �'m & � - � is _j I 'w, pj� = Tun I, PC , i I "'If"", - :-fl �__J_ I ams, 111!n� ==.-Ii. - - I% I 44,L� I ­ 1.11 I- I I I .1 � ­3��_­ E� M I I , � ____ st I - S I - I I I I I CL SHEET NO. SH 13 JL__IILL� r [ 1 1 a I 11 11 FAIR 221_Lili2li.�� END CLOSURES DETAILS F_QR INSTALLATION 114 POURED CONCRETE. CONQUIE BLOQK OR WOOD �JRUCJURES: YALID EOR REGULAR. LIFE RM PANEL (1) SMEMS , A� - _11 I C, I I �', "'t "I � ___ ._= "_ ,", - , - 1, -all X4) a 0 OR ZFZ� � -- - 2' . 3' . - IT � 2*.4' WOOD FRAME so'. �003 * 3105 "_iA OR _� .. . -., "', IARIES ALLO, CONT ALLII. �., . ., - 5r, I&A.-I '� (�) & (@ A', RIE01PRED S-16 , -, ANGLE VIRGIN, 1/4'0 . I 3/1" .1 ,� 11 A .,. I 2 I/2- INICON 0 17' OZ. , � _ , � ,�., - I I , "" ,J) - I clt I , , 1A I �z 3­1 =ON I , ", 1/4'. . I 31,;!, TAPOOR - R nu, 1, I '. I - , IN 0 12, 0 � Ile f-f)- REOURED =Tm .., *XH ,- �. - 4'. e.4' WOW FRAME "' L__ - 1 ­4 Or0 , W�, "� - � REQUIRED ,., I . �. _t�j N W";" 11, - I � ,_;�= / � _- I .1 1�` - I il�_ I I .1 � � $1 11, __1 ow __.:,= ISO LOCATION _//7 \ F 0 12' O.C. 1 2' 21 =* TO - 74 . VARIES - �, . . , 1U,1N,hm CORI, � 'A - �) , tr M­ W� L <,m " . I i ug, I S1, 11 4110' 3101-HIS. SHEE POLIRED CONCRETE, CORCMIF : 2 . x 4, x .174, III ht��­J­ - 'I T I META. ALOW, BERT PtAl I �� atom OR rw WOOD mome 1 , I I - t 11 3f;1wx_1.I11 DIP", .� 2 il;I- \, ',� I 41- I,- I ,---\,� IT� -_ KOUIRED I ,,, i,_ - - 500-TS AtLOY - 2' - 1 1/4' I cow. AUA`_ AAKILE , MK`� I .11 M /// - - - - - j - CAP \--/ I I I/e ! WLT, _e . A". M7r , 12 3IOS­H 4 OR tow- ALAW � I,/.X*N.U,T- 1_4 A- ANGLE CAR 9 , � SCALE 1/e-I' SCALE I/e-I - SCALE 1/0,1- SCALE 1/4'.1, . - - ------ - 1, � L, , I-, SOUD-SET OR CAL.1N ,,,, I -,_.�� , A ,= PARETMATE _ , w�-� 3�,,� t__ __1 , -I" - - I , , 1\ I , BOIC AT I 1.5x ,, ,-- ---(�S) ,(�) 0 jq O, mw nw- � OR , �� ,� OR 21w WOW � I SIDES; OF opum � =TImputs , ­ - , T MIN, FANAF RIDMARED AS APPUCAW I 'it) & 11) -�� !- - (MIN. PANEL ` C "MTRIL101-mm-44.1 VARIES "' , , - .1 r", WOOO FRAME "` I T 3I, 1 ,'I I -1 I T & (9 � , i OVERLAP WORD , "I I-` � " - , i I I I I I � � ,", 1-1 -1 I OPENING WNTTHI :,, , I tORCPSE REOURED I I I " 1� C, �,4 1, 11. ­­ ­1 ­ I - = " , `Z - - �_­, - I OR 7'.4, WOOD rRAME ... i cu , ", _4 - , - �� �,j 1. I' ,� 11 A, W. I. . ,mm ,� I v 1 /, __ , ��E'�, 1'A' I / I I 14 � _"�_'JV "I-,," ,,"":�: ��� , w IZ I- 1 4 a 1(p oR4 _.,T'11 FRONT & p I � I VARIES "A I I ;=mll , , RIAR PARAUJUL TO I S. M­ - ;-- - END PANEL, I I X - BO. DISTANCE 17F17 - 77-jl�� 111-im i I I I =1 I �_, 4 -1., ____ .j "11.1.441", I - 1, _f f � / 1, < 1. 1 ,/.�. - _111:17, ox.", ?� A. TQ �',, - .&�m NR`N"` a / . SCALE 1/4'.1' ...... � .. /,' ��,, ='1.1v.IP \�/ NO.., ,�'O;�� 1, \___/ 0 va� '..��t, V" FOR DIRECT MOUNT INSTALLATION ONLY At 44141.�*`VMA!S, , I CERTIFIED PANEL INSTALLATION AT WALLS W1 .� e I % z . . r , : No. 44167 , s. SURFACE LEVEL VARIATIONS WITHIN 3/4- 1 = . : . * = : = � * - FLORIDA BUILDING CODE (Non Wigh VefocRy Hu 'cons Zonv) f,ASE E (PLAN) CASE F (P � 1.$.. z vlp� , .. a TIUSK INQ 24 GAGE CALVANIZED STEEL STORM PANEL OWN 0,; 1 k - . .,,� 1, WALE 1/4--1- SCALE 1/4--l' At I - - . , ... . , � ' ,,, - ---- I I L I E C 0 imc, \ GLOBAL PROTECTION PRODUCM LLC. mwl I III RICO S . SI STREET I . � A�rr�. aw"L =1Aw)."_K"7 20-175 pNCNL 1 ("qw-7SRI, Fw. ­1 - !-]-.I - 1_� CA-COR"11 I _� I,.t Sm/SGwLqv0,,TE oALIER � T&LIT I- P. , - I- M A I SAM a Otis I V AAIII I . - ______aqmLL%, . (VALID ONLY FOR PANEL (I)INSTALLATIONS AS PER ALTERNATNtS 1W THRU 4W, ON SHEETS 0 & 7) Nw. &S.D, DESIGN PRESSURE RATING (p.0j MAXIMUM ANCHORS SPACING FOR E�D. - AS SHOWN ON SHMS 6 & 7 - APPIJrUE ALTERNATIVE1 III & ANY COMBRARDIN Of' TRW MAXIMUM PANEL LENGTH v 00 T-0 TAPCONI LAG SCREW PANOLMATIE FEMALE 0 PANELMATE PLUS WOOD BUSHING - ,-- F7-I- Is- is- IT ". 1W (top) ____L3_! __ Is- s - Ir - Is- - 13:-- - __ 3" IW (BOTTOM) & 1/,, �-- ­7 _1/2� I, I/2" ___ e Ile __ 0 1/2' 2W COP) ­.- -­­ - ...­ - __._____1_____­_ _­___ 6 Ile ---.--,- ,2 112- _­__12-722!1�4�', - t2w _211 - T-Gr OR a. ----S,:,--- - a- 8. 8� - - rw LESS __8_,_____W____ —e ------ I s!! - +45. - OR LESS ___i3=___ ---"---Ik-- . .. .... _____ is" ,-,--., I is" 1:� -,-----,----,- IT - .--- T3 .� -­­;I�-­ - - IF - � "" 1j;­ �m_ j ow,u) I 13, 13, 13' 13" 8 1/2, 1W (TOP) - w -5- 13, - 3: ) �w wn� L _'_i -1/2- ____iT_ 6; Ile I Ir _____L _. __ 6 I/2' __._�L_ __�� ,/�2- 2W (TOP) - __ - - - IS I/e - __ 1 12 ve 6 1/4. 2* (pm_.) �5­0­ __�=IF__ - 6 1/2, 1 5 Ile - - 30 VOP) 14 TO C '- _­; -1/2- ____!i__,::7 4 1/2* 7" 7" ,- 3W (0011040 10 Ije -9 Wi _­ - 1��_ __ te - 1�z Of (TOP) ,-,- I 'F-F- - 13, _­�� - -_ - - a t/e - 14W (90 --- 1* SEE TABLE #1 FOR MAX A.S.D. DESIGN LOWS At MAX -PANEL LENGTHS WW-N SPACER g is USED, CORRESPONDINO ONLY TO ALTERMTE 2W ON SHEET 6 I MAX, A,S,D' DESIGN PRESSURE RATING (PAJ,) MAXIMUM ANCHORS SPACING FOR EA1 - AS SHOWN ON SHEETS 8 & 7 '%' ­­ Aar,,N OF If" =,U LENGTH .L* ("') TOWN LAG SCREW PANELVATE FIDMALE 10 PAIRE-TF PLUS WOOD BUSHING IT Is' I r 13, I* (TOP) - - - I!F- --13* IT IT - IT - v ,W WITOM) - __ 6 I/e__ - � - 6 - Ile - - a �/_i__ e i/e _____ - 6 Ile 12 1/2' _____ BF--- 6 Ile - 0 I/-' ,-------- - � 2* Lon- � 7W (WIT.1 , - , - �� 6'-O' OR LESS I , a' ,_�i ___ IF-- ----W-- ­­EF­ ----- !, >+45. -46 To .75, -75 I '. --.--I- ,I;--.-- _��­_­__ ­_ ls�___ 3 __.___i.L_,_______i__1_­ I Y ____ ." -,- ". _____ ____ I r --- 13, R___ :� � -1) IT ". ". IT 1w 1W (w) - - I r___ 5L T IT 5 Ile tw (BOTTOM) 6 Ile � ____L _. 6 1/2' ----!---- a 1/2* 6 1/2, Ile - TOP 2w( ) __ ___ - . - - -.-- __ __ 1/2' -.1- 6 1/4� - IBOTIJI) >b:_v, __ 4 1/2�­ - 51 __U/_1lL_._ 7 I/,-- __�,_. - 7 Ile - - 3w (TOP) TO 17,-v - F_ -5 -I -/2* __ '. __ . - '. ­ - - sw mmom) IT ---U-7--r--13�- ,__­ 5 1/2' ____ 4W (TOP) I 1 's:-J- -In_,,.__r is* - - I 12r I ,�;----- ­To,,4W -MMVM). j ISEE TABU #1 FOR MAX� &S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �3 151 * USED, CORRESPONDING ONLY TO ALTEWTE 2W ON SHEET 6 u" at i& . - - A.S.D. DESIGN LOAD ____,___"_____ M&WUM PANEL LENGTH 40 PSF OR LESS 1 6-0- > 40 PSF To 50 PSF - 1'-2- 1 > 50 PSF TO 60 PSF ____!I:l O" ____j 4 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE aAALE ID OR PANEL MATE PLUS ANCHORS & W1 " �P ,*fi!i1At�,,Q_ 1/2- O.C, INSTALLAJION DEIAILS FOR UFE $A —FM PANEL (D INIQ PQUEEID PONCREJE Q8 COMPRETE 8L0.9X STRU-PTURES Ile* TAmOII___ _ , "THD ERIC 1/4*.twC(n___, _.--=WOWW MCI" 0 0 O.C1 I -patifew.po. ANCHOR 0 0 QC. a. � RM BLOCK �, CONCRETE BLOCK REQUIRED, , REQUIRED , i -,,-I,, - � . � � I I- _ . - ,� -011 ', C21 �� All", , � 2 i 'L� W... %WL LENGTH Mf� atVATI IN SHEET 12) E O - �_,,�,�, it 0m; I �" NCTREMIR' � �,, � ", 4- 1 _@ CONCRETE BLOCK REQUIRED 'A' I ovyr - _ _­1 ... � ; " - , - -- - -- I- -- , I 'IT I � ` � ''I __ - I * , I/4's P q � %t5 - IRMLS ANCHOR 400, 2 Ile )C� sk SEE SHEETS IS & 16 FOR AHC�M -1fPO * SPACOIG ACR INSTAUATRAIS INTO WOOD FRAMIE BUI1,10109, MINDIUM ANCHOR SPACINGS NAG AIRRAW EDGE DISTANCE ARE mmm ON THIS SONE044E, "c" cal LESS THAN INDICATED *I' SCHEDULE RMUCE AVCHOR SPACN% BY OULTIPL"C 9pxm SHORN ON SCfA:DUUE BY THE FOLLOWING fACTORS FOR TAG OPERATOR TO BE POSSIBLE. REDUCED SMOC OBTAINED US04 FACTOR SK14L HOT BE LESS THAN ARNIOU10 SPAC*I INDICATED FOR LAW ANCHOR rm ON IRS V10MLL I/e. Atic"011 "K - L---- -_-L/_"'�__ M2.""` UP=- I WMAX RICK* vmm Ow.) i 3 %-RRA p') 2 3 MAM-0,I't Z;;;W�U - " 3 1/2 AmwL WK own V.w RIAM I Vr ___ - ­ - _ . .. ...... , � on � ­ ­1­1_1 - I—- - . - ­­­1 2 �/r_ -Ll-'-_ Do, - --­j_­ - L 3* �­.__­� __ - __ - ___ . - ------,. � A V2, - - E I 11111� "10 VIP , CONIC. - - CONCRETE OLOCk RIDOUIRED 1/4-0 FANEUIATE Ll_�A ANCHOR (BEYOND) WAU MQUNTIN SCALE 3/0-1- I I I I ILI WX I A 6* PANU LENGTH 1 ; v= PT'O. I - -,-- - ') I - - � I ! I I- __ I I � __,01 � � i 6' 1 1 1 i - '� A ___ I_ 4 5) � 1 OnIA,tt) I ; '0­­ , 1� _­ � - ., �-1:("1107m;a - K-AmIg4w-vii-b-A m-A (VAUD ONLY FOR PANELOT INSTALLATIONS AS PER SECTIONS I THRU S, ON SHEETS 4 & $) MAX, A,S,D, DESIGN PRESSURE RATING (P-0 MAXVA ANCHORS SPACING FOR MIN LO, P" SCHEDULE BELOW * - AP= To 41 Awl, WAVUV PAW LENGTH v (to M,M ASM DESIGN" PRESSURE RATING 11, fr.�,,) MAXOAUM ANCHORS SPACING FOR MIN ILM PER SCHEDULE - I BELOW 4­­­ I—- APPLICABLE TO SECTIONS I A. OF THEM MAXIMUM PANEL LENGTH v ,,,, - TAPODN SCUD -SET PANELMASE FEMALE O FAN11AMITE PM 11-1­ ZAM4C­NAIUN - CAIA-im TAPCON SOUID-Sut M'. TO I PANELMATE PLUS MAC-NA1 ZAWC _N AUN - -tN :0.3m TO = to 00"CREEL To 'ORkry, At To ,IaI, Ir To G� To CoNAKETE 10"KAM i CosIa, I �-nEr� 10 cmmm TO Ojw To - ,,&, I 'a �111 v CONCRETE To I 0%. W TO C mc mAmt 10 .45-45 OR Las — is I IT ty I 1. 13, 1 IT 13, IT 13, IT Ir fr I MO) w_r OR - .45, � 0 I'D -01-55 I L-L IT I is, ". 13^ 1 r IT � 17 - is. 13' 11 1/2' 1 ITOP) I W-61 OR ass I - - 1,F- -13---13-�--i-i;- """ IT T Ir is- 1.1- IT 13, 13" " - IF- I (BOTTOM) __ Is' ', Ii7 Is- IT Is- Is- 1 tr 13, IT 11 1/2' 1 (BOTTOM) Is- IS- - - 13' 13; Is- Is- � I r - r 2 (TOP) IT 73, - 13* -is 13* 13' 'Is- _IK-L - ti�_ IT (TOP) _js�_ IT - 41­ - - __ __L_1L_ IT __5,;,_ - - _23:_ ly _�r­ i2 1/2-12 _1�:_ is' I _r 1/2 _131_ 137 - `- ir 1/,w - I F� - Iw _­�F_ Lr- G 1/4' w IF ­f3__,_53;_ ___ 12 1/2'12 1/2' - Ir - IT 1-31 - - Ir ­13, '' - 6 I/e _2�_ IT 0 Ile i (BOTTOM) _v__) -I .1 3 (BOTTOM) Is- 13' - Is- Is'-- Is*- IT . ,3--tr LwalIq - 13, 13, Ir 13" IT 13 - , , 13' 13* ir 13* 1 r 11 1/213 (TOP) -- - - - - .1 - 12 1 /e ____ 6 1/4' - 6 1/4' -_ - 12 IP* - 12 1/2' - - -_ - - 6 Il., - 0 Ile - 3 60rom) '. '. a, '. IT - IS- r i 0, Ir - I 1. ____ EI- - 7 1/2' 4 (TOP) 1. 5 Ile - - 8* - - - - , 13 -13 - -�.- T _*, - ". IT --- --- 13, ,3. __�:_ " ----T,---- Is' - IT Ir - -_ '. --I Is. __ I�i/-,_ ly Is. I . 9" ----- IT __ 12r - 1s7__ 5112, - _­­1 13, __ , is, _ IT ,� -"--- Ir - - is, - 7 ,/2' ­--l- 13" -_ -_ 13" __ . 0. - - ­18 ___ is, -_ 13, __ - IT 67 __ - - J�F _____ tY - _ ". '. ___ ___B�­ Is- -, - � 13' __ is' '. - - ___ - It 1/2' ___ 11 Ile __ �11 1/2 ' ' W-CIFF;)- - 4 (BOTTOM) ­­____ 5 (W) --- 5 (EMMM) __ 5 COP) -, r ­­ Is- - �F­ � 13* __ - � ,___1r7,___it___��; Is- _i�i_ a, -13F_-IT __!S1_ - - Ir 1. _!�:-Lir- , 'i_L13/i4S 1 13' __13� ILIJ� t 7­ I 3 _,13, i-le E.- 'r I IT _L3:­Lj!L­ __�!K___ 11­Q�­­­---- - _in__i_ Ur _ --!�:­ - S1 - _ _13' .- -­-'�:­ '. .----,--- :r _L --r! 13' __ - -Ir-" - 51 is, - 13* -,..- - 4 mariomo 5 (TOP) __ 5 (BOTTOM) - 6 ITOP) - - - , _ __ - .. - ,6 t/4 - - - I __11 i Ile _�,_3"i.finj_!Y_ / - - __ _­ - � ­ - _T6 -"-r'r - I Wo I iz;lro __ - ��A - - $1/4- 6 Ile Ile - l - - - 6 T/4- 6 I- -- Ik 13* 13' 13- - T Ili' IT 8 1/2' 9 1/2' 6 1/:�' IT iS >V-a- TO 9'-G* IT 1. IS- Iotewr__4� -7r is' f I' 7 1-12 5 1/2 13' 4 1 �§`-v TO 14,-V j IT __ 1. IT - 11. __ _____ I* is' ' 9 1/2 __T__ 13 9 1/2 __ - �G �/2 -5- 1/2 ----T-' IT I� i (BOTTOM) - ___!�_ 1,3- 7 Ile _iT a- , __73 -IZF - : r :I- F_ 3" - IT _�_37_ -'- 10" _fi'/­F IT --T3";,- ­ 10' -0 Ile 1'. 0 Ile " B` I , 1 6 1/2' I - . 1'. -4 - I _�_ 1�2-4il . i _. (BOTTOM ) jj5j;j7 Ir - IT .---- 13, ' I _�j _ - ' � e _'�_ 7. 'T __ _!3�__ I ___ L3L - IT 0 I/- !__ Is- - - IF L' 3' 3L. 1- S_ _ Ir T__ -_ I r7' __I _ 9 1/2 -i ­T/? I 1. __IL4 - I" - 9 -I - �F __ � 11�_�_ 7 1/2 1/2 10 I 10 I 55 1/2 --- 7 112 I 2 137 - -,- - 11. __ tr , 4 1/�?' -i -1/2- -_ i Ile 2 ODM _� - i"Twlfomi -_ -A'"(TOP) - - Is;-- _�_,/ _ ---t 13, 7 I/r IT - Ir 1-- 'SE I, 13* ff -- is, __ 13" IQ* - TV. IT _i_ ,� 10' -,-. . 1. -L'-'., - 11 B� L 8' ., a, 1 - . 1-3 * is' T q - _. 1/2 _q �� 6 1/2' f � , wrmm) - � 3 CRIP) I I - It -�2 - '/e i I z B ,/e - 6 lee - -_ - -_ I IL4j± 3/e 3 (BOTTOM) -, -_ - - - .- - 6 Ile 6 Ile - 3 (BOTTOM) 7 . �� 8' - 3 1/2- _ . .1 1/2- 8- I 41 _ 4 1/2* '. 6 1/2"� 3' 4 (TOP) -.- ? I r 3* --w- __ - "' 9' -0�-r ! _!�_ _- _,_n. 57 f __!�__ I - __!�_ 8' _.!:_ - 4 Ile 0 1/2-1 3 I/e - 6 Ile 7 Ile T --- � - � �GP) _____ A COWTOM) fl; � __;3;_ ___n_ ..... - - -7- - - '. _74�_ ­ - -1 i: __ ;_ '. __ IT - I/ 2' S* j - __ 3- 2 Ile 5 Ilr __ r !-a Ile - __ 7 1/2- 7 1/2' --.--- -T - __ aI A (SOT") ____ r, (TOP) I -qT- - , I.,. a I - I , � , I C, ,� . , 'o __,_ -, �� - 6 1/2 - IS CMW) 13. - , I is' f 0 "I/�V ------ t- 11s' �'.� 0 1/2' 10 1/2' - 7 1/2' _'. t: T � �1: _JM__j M ) I -1. r " , " 1r ir - �t ; 'a, - 4_1`/_,!J1_:/;i __L _ Is- i_1,7F - ` ') -, t r - r _11L�_L3�_ - I'. I I �_r­4-_!�:� 7 r W/ - -11 11/s , i5 - � ,� is' 13' - 13' . . liv �'T' § - /, -- " I— i M), �=� __ T',7, +. —v/A, —,_,,� _� 2; iso") - - a Ile 6-il7v --I,: - - , I ,� , - — - ! _jd.4L -,,,, 6 1/4 - ,,i-) 6 (WIT - " , ,;;) su sNw it mp Amonow Ti-PE & srAcwo FoIt wi,AjAmows Am wow tww wtowus , MINIMUM ANWOR SPAW" AND IMNIMILIM EDGE IRSWICE ARE INDICATED ON THIS SCHEME FOR ED LESS TWA INDICATED ON SCHEDLILE REDLICE ANCHOR SPACING 91 "IVALY140 SPACING SIONN ON SCHIEDIALE w TME FOLLOWING FACIDA& FOR THIS OPEROKIN TO BE POSSIBLE, REDUCED SPACING OCIN,AGA U04 FACTD* Z,ftl. Nor HE LESS THIN WHIMLIM SFACAAKA MAQATED FOR EACH ANCHOR IYPE 04 THIS SORIONAL I/ei 110. I/.% '14-4 1/4'. --- 1/4-# ANCHOR M - IAIICOA - _____ vmxzm�_Sv , - __­ FUNNA" 0 �. jrm� PUS - , - ­_ - amx_iK _jFNj�M MOM -$PACWC (�) 3 3 3 - 3 [ a V3 . -!-I--" mmmm Opa XONIAM 41) , I - � If . a E T. 3 _,�_-­/2+1L_11'5 * - o1m,mm (m) I 3 'If- I 'A�_ 41 - AMUIL ISM DISMICIE (M) FACTOR __ I I/r ____ ____ _­__1_­__­ .1m � - -- - __1. - - - -­­­ ­­.- I - " I � ­ -J.?K ;7 ___ ___ "I - - ­; __ - .___1__.__ - - - mw - --��- ---__ - ,. I ­ 3 1/2p 1 __ �- I 1-j- __ 1.60 I - - I __ SPACINGS ONLY VAUD IS USED. SEE ILE MAX, A­5�D. I- t�wmf I DESIGN LaADS & MAX, YMEN SPACER U#IEDDR - , is _ � -, - - __ - i I I '- .' �� WNW D.W(j), I I. I (�)Q,q)� --- �7_ - - 1=, a 1 a I'll AS.O. DES" LOAD "I � mamm PANEL LENGTH . 40 PST OR LESS 61-87 > 40 PSIF 'TO 50 PSF 6'-2- 1 �O 60 PSF 5,-10, A MAX, PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2* 0,C. -- .--,------ ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, ;5 &It;)---- ---- ------ --- - __ � I R-tA/13, R-IA/13, R-U/14. R-10/i2l, III R-38/14, T WAX. I � r*R-iAW/151, R-2AW/15, R-3AW/16. AIIIIR-IRW/115. R-29W/15. R-30W/16. I' ,��. 1, � I I I, '---- --- 11- -- I - --- --- -- - -- - I ' ­ - - -1 , , ' - - - - - - � (tf 0 i , - . . . .1- __1 - ------ ---�­ , �, 1, 1, , , __ - - , - - ___ -,--- - - " * I- - -,--- - - ___ ____ ,------ , I i 0 0 0 1 � , 6 . ;. " - -7--i _­,�____ _1____"1__,_r_ ! I I i ­� � I i j", , I 1 P. : I � t i I - --------- � L __ 1 ­­ , - I � I i i i i� � 1 I ) I i I � � � : i I � I 1 � ! 1 I , . I I I 1, i i � � I I I I , � 1 � I] i 1 1 , , - I ..", , �. _______._.____F1____ I I ___; � � i ! . i Ll2 ; I ; : I I i I I I � � i � i 1/4,0-2oxi" Sa BOLTS IN,@ � z -1: , I I I � � T I �:: 11 ! - (USE FOR PANEL LEICTH - � %� , : ! I � MAIL, � i � I � , � I , � � i PANEL LENO-� I : k OvEn 7­nj � , I i � r I I T I I - I i � � � 111'-El' 9 +40,0, -4G,O P..,C � I � � I I 11COVILAR STORM PANEL I I � � I � , � REGULAR STORM PANEL , � i � I . , I � � I � I I I '! _ i I I � . � . � I � LL ­ i i , , _ � � � : (W/ OVERLAP MID PANEL LENGTH DOLT) � . I , , , - e � I , _ � I . , I � ------- � ---- I ---- � --- ------ I - - - - -.1 - - I � - -1 ---- _ � I . . � : I I �� � � LI-E SAFETY BE RM PANEL- 1 ' I I I T I i - ,I 7'--W a +50.0. -SCO P4.f - __ L I : I I I I . r � . I I I I . ! , _ L- I _� - - I I I - - " (W10 OVERLAP AND PANEL UENOTH BUT' , � I I � � , , � - I ­ . I I I _1 -- I ­_ -_ I - - L I � , ; C I . I , � � I � I "* III - j --- - 7 - 1 1 � __ -11 n.�, , � � I "� -1 � �� - V- - --, , I I I � i � I , � I I . ) I I -�4A\_� I : � ; . ,- -, - 1- , , ` '� - - � - , - I , USE 2*-Ir MR. PANEL LENGTH I � � � l I � �� i � 1/4'0-20.1' 1 L �*� _,__ i__ � __ � - - - - - 1____ I . - � - - AT ALL MOUNTINGS , , I I � I SS, BOLTS W/o .: . I , I r ; , ��;, 1 ! : ' , --�� I . I � AT EA. OVTLAF � : j : � � . I I . . I 1 . . i � r � I I � j I � � - I � I j ... : I -J.- _'__ ________ I-,-..----- ------. __­ - I-- - � , 't 1_­�__ ".__-, _1 i___ � ___ , S. I � --T-- , _,______­1. ­ - I 1-1111, - 11��_­ - ­­­­_ ­__­ -1, I L/2 r- -I - ` -11 - -- -- --- - � � ,___;,r,:_",_­__,�-_ __ __" v,i��11 ... I 1�_ -_ -- __1 -- ­1 - � ,.- - ­�' - I " I ; I , , I � I � I � i, � I � " : . I � � i � . . L , _41' I ; , -,--- - . __ - ____ � I :1 I - . I I � i - __� - � I I � I - � " � I 'Ej ["_ ________ ____ - .:, , 11-1- ­­ - '_­­� ­-­'. � . r ­­ --- ­­j- ­1­1_1­11 ... I - I - ­1 - -, ___j_ �., "_, I . - ­ - __" ________.__ ­-.1-1-- ­___ - _. _4i" ___ t� ­­11 11 ­7 11.1 ___­1 - �­­­­­­ __ ­_­1'1_­7__­­ , ____ , , - ------ I I -, R � I , If , � I r � I ------ 41 ----------- __­__­___-.--­ � --- ---- I i I � i- � -..-----------,-----.-,-------.--.-- ____­+_._____, _� -------------- �__­ . , fl. � . . I I � I I � _(2 NOTCHES AT - � � I � � I I - LOCATION 0 LIFE L�& I I I - -1:1- .11- � . 1 I f , x I I I � � � , I o � PANEL BOTTOM CORNERS 01 I , " I � _mwl � I I � 1 '� - 1� I � - __� �_ � - . ., +­­ _OVER_w1_1 - I � I ]_ i__-, '' I D.m (�), --t - i I ,_GVDqAp_ or (:�� WIND NUT AT � EXIERICIR . WIND NUT AT I . -'-- 11 - r t INSTALLATIONS ONLY VAUD FOR WIND '�MXJ �'i" 11a LEFT FANEI RIGHT PANEL 3: ,,,� I I � I- MIN, I S_PEEC UP TO 770 mp.h, , R-103, R-2A/13, R-3A/1[4, R- I B/i a. R-2ff/13, R-38/1"i, � . � I 1111-IR-iAW/15, R-2AW/15, R-3AW/116. 110-R-'IBIN/15, R-20W/15. R-SOW/16. I I i --- .- --- - - - ­ � - - ---,- - , - --ANCHORS (SEE SECTORS & ALTEAM31VES ON SHMS 13, 14, 15 &18)-- - - - -,--- _ - -1 __ - � � __.______ Ile MAX, GAP - �_ LIFE SAEETY MM PANEL I ELEYADON M c � SCALE 1/4--1 - I , EGUIUNR 21.6071 -Cl , qCCULAIR " STORM PAIMEL (- mld�'_*w mulm STORM PANEL - ( 1-1 R 1 "Onows"'HI., r ) - 1 22M - I --I--- I - __ � _-_ - _--_-_ - � � III[ ___t_­4'1_=_x=111 - N_vw � ----------------- -- - - -.---" ,��_ v/ _­- - " _%, I I '1­_­_­___ � -7) ,/ m , =��= 7_55V ,��� ��"��_ 0 1-1 M.T , _­_i , , 1 , ,, , I I - I .... .. "A ,� � � � 1/4, , . ;�te�kp� -, %�,�( , ,i �� I I MAA`_ 'Y��, \ C , I , " ,�� .- , vi,�%:A- " ; ; / ? 1:z ! \ / ,�� _.,E,.J_- -x , Z_ N��,.___\s LIFE SAP 'K PA14EL Z . : = - _`01. * . --.a. srht,, - , *1 FLORIDA BUILDING CODE LNon High Velocity Hu !cans Zone)i vaum SCALE 1/4'�f' - 1*_,.0!IDN - - . ­..." C . - "I'll, ....... ­­- — i �/_ <_� AGazo W10001 W_ -----, - , . Z __VL1_E6_0.._C_1 TILUT TIS'n" a CMCOK1xRm COMPANY - ,_ A, - 6- - Z�= � IV.. � 0%) - __ � 24 GAGE GALVANIZED STEEL STORM PAWL FIP. mw. 31,11 GLOBAL PROTECTION PRODUCTS, U.C. .= S.W. 51 STREET OAAL. m Ant A PKINE, (V54IFINA-7545. M ")W­A?27 GATE " 20 -175 PZ x"amAnw,ewr CA-0406716 WALTOR A. TAUT 44�67L am hm I . GRAMM .; - -­­--- I - I- - n-1 I - _-11. I., . . � '"I I I T_ smiar ,I " III — I-NUALLATI-QN DU -AILS FOR. UEE SAFETY EANEL!J) INTO W90Q STRUCTURES ,_,"_ - ,�, __ - �u -- 'I, __­,`�--I­_I - ­7,r­j`,­-?--, - L_ -; -,- ­­,1- -, -- 71--- " , - ; 7 " I ,, 71 - ,� ; : I 'I " . 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LENGTH I , I , - . 2) -"_­_____­_ �L , - _­� --_I_-- (SEE UVATON 0 � ___ _ _I ON SHEET TOR �4f�� ! � (Sm ELEVATION 0 __ _____ , ON SHEET 12) ---I-- - V­ 11 j- v -- � 1, 0 I----- I I �� OR I I DIM 12) 9 I � ON SHEET 12) i 0 ­fl : I I I , If I � kr I .1 _CI � � I : I* W, , , I ; V. � ­)0A, - __.­i_ - �____ ­�� -, �­"' �­:-_-__+­ I � a -"L----, I I-,- StIRMATION b f r r� _ _ ,, 1­ , I 1, VIII, I __ ' !I � I. w. I I 0 " .n. , - 1 -.-(D � � A I I 9 TO CLASS7 - -1) : , , C11 L i r__3v11p=01 1 L/2 IL -SEPARATION -,(:D I 0 1 __ 1 j I 1 i If OJAS& ­ ' U . A I � 9­--SEPARkTIOH- - I i I 'T I I , I, � - I : .1 -1 I ,_ � I L/2 I TO GLASS. -- -03 r : 7 - :. '' , -,-@ ; � _ � 1� I 4 .1 , , I �, 4 , t ' k- j - ,, 1 11 I I � � _ _ , I - - I , A, aw 1� ­� _ � " "'r I , �, _1 _ Lj­ --- � L -- J� -_ --- -1 I ,,�,, I 1 16 - _" 1, F7 - E� . v � , L m - " . I i L I - I � I � !- " I- �_, I I ­__ � " , -_ _ ,_ 'Iofim� - �C, - 1� 11 A � 4 I . - _ - 1, - _. 1, _ I -, __� . - - I . _.___ . A I - __ - I - -11 ro _ ___ '� I � * & I I - I . , - ___._,____ I . I - _�' 1- , - . I ­ ,4 `� . I I 1 - , --I W; .. A. "` _'L � I r I - -,r �!" jL I �; . I .�_ .�� � =��_ w � L � I I I � � 'L j J� N ; *1 . 1�11' - , ", L t-111-11, I IV , I 1 � 1 I � _7 1'u, 'L .I� i , �j - k I I 7 I I k 2'.4' � - I � 1 -- -C wCoo-, "," - 1-1- � I � 1�j I__ _� - L ". ili Z.. '. t­C4) I � � 1� 11, 4, 1 I I , I � ' � PLATE � : '' 1",wfflo.� , L . 11- I L . ' j 'L L , I : � !1� ; � ; 1. , 4Z TAI . I I I , I REQUIRED , � I � I I , �� a It - , , . � , . 1 �_ � __: y I � �, , 1 '41 TAF. I � Ije. T-T !�;, -99 � I � : , . - , _,__ 1. . . , � - � ANCHOR 0 9 G,C . I : I I A � ANCHOR 0 V D.C. � 1 � __ ii� OR .�,7 OC. � . � " � ,. _ '. ; � �,, , �j __ _ . 1; . I �_ , 411i"', I - , 1. r _ I DOGGED ,� ; .. �� � �� I . I I . - ____/1'%TAPCO" OC , ., I STAGGERED W1 STUD I-L I STAGGERED W/ STUD 1, � � L '� !�, � m I � I , � � � I li AN. 'OV I 'L � I " � I % � , 4 ., I � , , I I ! _� _91� WOOD ��, I �, I : I , � � I I .; 11 � - _4��,A 1 - :, � I ­ I ' WDOO . � � . I ., I TE -., 11 I - I -1 : I I 11 I - ­1 - I _ � ; ; L � - - �­ I - REQUIRED w REOURED . I - � - - I I i � . _- � ' L � , " I , j 11 � , ' I ,_ � � L __ I L ­ - - _ ��, 'j I ,, ALIERNA13M ALMN AfflAff R-2JAW AM ROL �51AW IS 9 IJFE W-EIAINAU Z P PENNEY WALL MQMNfd 01010 WALL MOUNTIM � SCAIZ 3/4-1' ,* P SCALE 3/8-1, * �,Rt�� .-T *' �/;�t, .0 ... .� - - __ j .'.0 EN - Hr� % FLORIDA BUILIHNIG CODE (Non High Velocity Hur cone Zone) - bwml & .. . I � ARM "ISM NO_ 24 GAGE GALVANIZED STEEL STORM PANEL ". .., 01 Z OPAW 0', 1. thISTAILATION ARE ONLY VAUD FOR A.S,D. DESIGN i . '. * 1 1 . ,_ - . - PRESSURE RATINGS (P�v.f) AND PANEL LENGTHS AS = * '.. * /'�' - - , 'T/P/' PER ELEVATION ON SHEET JZ - . I-o-- STATE 0*�,` �­ �--"�> / 111A I E C 0 flut � GLOBAL PROTECTION PRODUCTS, LtC, OATL 2� FOR NEW WOOD FRAME CIDNSTRUCTION� WOOD . ART -m ILN. 51 STREET - .. _�'k-/"­� = Tung.- _--==-- .1. aw, 'L =,# MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC , "' q0Rm`F J;�' W:-,--, n, 20-175 ... --*,i* �st, e . - - P11Ow_- "M*-?W� FM: M4m" DENSITY OF 0.55 OR EQUAL , - � - __ - --,.. - - DIMAIM0 N.: I I- — mim I I I I 21, El- =�_ P1 _1 -:T= I ==Eij. (VALID ONLY FOR PANE101 INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEE7S 4 & 5) IAAX_ AS.5, DESIGN PRESSURE RATING (P .45 MAXIMUM ANCHORS SPACING FOR WN F D. PER SCHIEVULE ;a�M __ - ­ I ,AP= III &ARY --- -1 - - MMMUM __ LE1119 v ow WAX. A.&O, DESIGN PRESSURE RATING (Pxf) - MAXIMUM ANCHORS SPACING FOR IAN E,D. PER SCHEDIAS BEILOW * 9= A, L, - MAXINUM PAN 0. LENGTH v __L) YAPCON SOLID -SET PANELMATE I FANELMA'M PLUS ZMAMAD-NMUM I -4N TAPCON SOUD-SET PAMIDAIME FEMALE 0 I IMEUMAIE I ZAMAC-NNUN - I CALK -IN O."I. Az wwmt "t-L". WW-'%W CW,,GK,X comoROTE R` ogw C.&C, -AM4.06- TO - ;x; im To iO� 10 I o� w 4 MOM 10 :AFTE: OGRONVE lvi- - Ir �_ !j!_ _1� 13' Ir I rTc;,) - 13" 13' 10 Ile is, -6 1T 3L- �, 1/2� L12/K 7 1/2- 5 I Ir is- 14 1/2- 1 (TOP) - __ I e _13 Is- ,1_,__13: _1.3 tr ___L is- ____ -IT _ 10- I fooTtow) Is- " - I I- -, IT -, �w _L _ 0� ,�, � I- : fi* I (BOTTOM) _­i_��­ -!E- 13, 13' IT _Is- Is, _13�_13L_ 'r _73:_ 13, ,_1F_ __ 12, 13, 1w 2 (TOP) __ � 1 , n- r-� I __!L_ 5 1/2' _i��_ Ir _!�_ tl/ _-1 -4z- 2__y 1/2" '. #w, , 1 Y!: lim)_ >-65, _SS 175.O-75 T 1. -1. OR LESS 5+751-75 To +119.-Ilas I _�,��­ 7- - _'s- � I 3' '!�' - FIT _13' ir _ � _ 1/2' IT .K 0 1/2* , . � 1/2' - Ile 2 (BOTTOM) I.-,. OR LESS -.1-11- w - 11. Is' - , il-F, i - _1F, -Ir --IF- _5� -;T- , -Tr _____ TF_ ­T3_ , _�=Q _1_T__1 I OP) - _' - _TY 7-- -Ir r- 13Y Is- I/- Is- 9 ,/, 10 1/2' 7 1/2' 13" _ . � � V Lf!2_p) - - 12 1/� 12 1/2' & t/el S. Ile ___ 12 1/2-12 1/2 !�!j 3 (001700) - - t2 1/2-12 t:::�: Ile - �_ il�I/e Ile 2 1/2' , Ile - - f T/e _ IlA7 I (.1 ) - - , I --- B:_ _J�­­__.�­,.�L_ '. - ­ I ­ 13o ". _13-- --T-17 ------- - __ _1�'_­ _u'­ - - _ 6" - 0 . - " a; --- S. ---- = a. ­_i;�_ 6 I ­ - ­ _­ irr ­____ -...-- . I,--,- - " 4 (TOP) ___ 4 (got") 7. -_ _2�_ . - a " - - - ___ Is- 6 112. - __ i; 7-- -is - -_ . __ __!�__ _L3� - - e WT/-ir ___ w __ IT -_ , ,T __ I 6 T/iz 5 yr ____ - __ I r - 13' __ 11, _21V 6i I/.. , --!:-- 3� _L - IT __ _!S�__ a ve ,/iZ . ­11 - -.K-- 9 Ile ---,--,-,. _!_!!i�e _ 6 Ile ir__ I - I -OL-, _iT_ Is- ___ - __14 6 I W __ , ­1111 - ___ _.K - 9 Ile ___ 6 Ile o-i-/V _;__i__ Ile ­­ 5 Ile I.- ,a' - 10 IIP2' .-,-.-,-. 7 1/2- , - -f-- __L_, _ , ­___ - ___� 7 2 � 1/2- - 5 1 - --- _ � _ �'T �fjT , --;L- :A- I T4 ­is,�­ 61/4- " ,_ : - — r - I-- ____ 4 Ile a 1/4. .1 '-f ­­ --- - ( ) t_1L1!I_­A!!_ 5 (TOP) - i iaai��) __ ­ a ETw) a (WIE") ____ Ir - -ln---!�L.--Ll�7.---i���.--I�:-I---I�r--.-�A'-t,--L2.- I IT - 6 I/A' - -.1 - Is. ___ - 13, - 6 1/4- ­i�_ I 1,�* I � - 6 Ile -_ 13�_ is, __ __ 5 114" __ --"--_ 1�j IT I— - .__ 3� __L _ Is'-.- ­ - _11:_, -AK- - ------- _t� - I --- !�E`_- I - is- _- _Ii�� 13' 5- -1/1ii -.- In- 11!n- Ile - Imp) !-- :(u_--�) !I_(T-F� a (S(m��) - _' 1 T_ _'/2 Ir Ir 13' _Ir fa� 'I- 3' 1 Is- 1 a 1/2' 1 (1 _QP) �5'--r TO w-C, --!K-- - !I. ir ____ to Ile --ir 6 I - rl� Is- __ 6 i/2 � 7 I/V -_iTo_7;'_ 5 1/2- Is- - .,. , I— >V-6, TO 7._o. I 13 7 1/2' _� 13;_ I .-Ti-_ __ . 7 Ile 13 ; - 7/7--13, __ Is' , � --- - 13, 13, 13 __ ; __ IT 13, 13" 12V ­­ 13' IY_10 - _Ur 10 I/r "_1F__,i�_---�-tr---7­a7 - 10 1/2* Ile - - -ij;F IT -­ Ir IT _�_ to 1/2' ___ 10 1/2,11 10 1/2,11 11 I/Z- 1/1* I/el a- I_ 8* _ a- IT Is- -.11- is" 13' . . 7' a Ile _ 7' 7- - 1 (BOTTOMI 2 (TOP) - 2 (BOTTOM) 3 CTOP) __ 43* 6 I'le _13�_ ___F__ __ __L3L ". 7' ___ ­ Is- 1. - - .. _,F. _ : _,� I_ , - r - ". , - IT IS 17F Ir — IT __ IT 1 1/2, _i:�__ TI� '" 0^ Is* ___ f t -13, -.- IT - ? I/ � , . 112 , - 1 ,3' 13, "" — IT -�-37 - �� - 13, Is I a 1/1' _J_ ,_ 7- _ �V­ .. _ I . _ , '31 9, --- _�' ' 6 1/2� ' - I �* i_72F - i 0 I/2' - - 6 1/4' _ 3 Ile �, ,:/ :: T --- - _ . - . . ii: - 13' .. — " Is- 13 _ 12 1/2' ---I-- w ­­­1- a' ------' 13' I;- _ 6 Ile __ 9 1/2' 9 IL2' _ 6 Ile e I - i 9' 7 1/2- __ 10 1/2' 10 Ile __ - . __ ;1 /2. ___ 5 1/2 14" 7 ,7i�' � .__ S Ile ___ 7 1/2' 7 1/2- __ _. - -- V ­ - 7 %/2' is- — is- __ IT __ 13- _ 6 1/4" iT/�F ­ r 13" V — 4 Ile __ 6 Ile - a- __ 6 1/4� -i- Ile --- - 61 AS I (amom), --,-- 2 (TOP) ___ 2 (SOTIOM) I-— 3 M) ___ ON) L�� �Tt 4 (Tw) -.-- 4 (BaMM) (TOP) I - - __ - 7 _L 'r /K IV � r__ _�_ , Is- 7 Ile 72 1/2-12 __ -AL- �. 5, * , IT 1/ __ ___1� � ... - , 13, TI/e _", i_,/� -S-_ Is- i _.- _�_ - - io Ile �j /e __�:__ 1. 13' T71�4- 4 15 - ._ - 10 - - - S' � _ ::E IT IT � " " 'I 11 112-, I - 'TF 3117 _ _ - A. IT � 1/4' _____,_ r - - e __ is* 6 Ile 2r ----:- 7- 3 (BOTTOM) - 4 ��) 4 (BOTTOM) 5 (EDP) - I - " , ,�,: - 111" �_," _�,,. , ,li M 211-1111-§ I ---,-- - I 4ilir -�i __ �i::,;,/:,� i 1/4-16 i _­ - 131� 1/4- 6 1/4 6 1 4 -Ir- _23:_ 1 10 I� to 1/2-11 - C - __ I . - 'JA_ - - 1-5 (BOTTOM F) - 's, , '. _� w v-- -_ T - _t__�:­ I I - ___T a vei. I -- ­I/ere is, 1_1 T_ --re --r­ Ile 9 1/2' _�_/2_ 6 Ile _ is, _t_9_1Ari0-4`­/2--1-7-,;i -1 FTi - _vi - , t " -Ti- -i- In * ± 41/1(i�w -gill. ' T"', __ -1 iio)i SEE SHEET I I MR ANCHORS TYPE $I SPACING FOR INSVILL�TXM INTI WOW FRAME EARLDOM * MMI ANCHOR SPACINGS AM MN*" EDGE OWARM ARE INOtATED ON 7M $CHMILL FOR EG, L= THAN IMACKIED ON SCHEDULE ROMPS ANCHOR SPACING W MATFL144 SPAONG SHONH ON SCHEDULE` IN, THE FoLLoww FACTOR& FOR THIS OPERVIAOIN To BE PoSmL RIMUCm wAcm OBTAINED tW4 FACTOR SiWA Kor BE LESS THAN MIN" Sf%Wft IMCKAM FOR EACH ANCROR 1�r ON 116 scREDULL 1/4-. t/e. I/e. T/vIII 114-. ANOHOR TIPE � . vw� - _ _11l!��_ smOUG-w I __m - I - __ z%vc-Kux - cm�w­ - AiNwA mcHw SPACING (ft) A , , ". � 2,Iff 2 �ft . MINIMUM Emma - S:::� :�� �,,-,; �,,;-,-..- ' *' OW1AAN1 tLO.) � ON - 3 - i I 4—N; - _' I AMMM �!� FACTIOR I I - - ­­ ­1 _ - _ , - � __ __ - - - - _,,___- � - b�xi­ - ___ - 1-1 ­­ 1.�� - - I 1. - --- - � -- - -- --im .0 --- I - 11� AA SPACINGS ONLY VALID WHEN IS USED, SEE #1 FOR kW. AS�j DESIGN LO"_ & MAX, PANE1S=rWHEN SPACER JrIS USED. IN" --- I 1 a A.S.D. DESIGN LOAD ' MAAMUM PANEL LENGTH 40 PSF OR LESS 61-81 > 40 OISE TO 50 PSF 6'-2" > So PSF TO 60 PSF 1 5'-10' A MAX. PANEL LENGTHS ARE 0% VALID FOR INSTALLATIONS W/ SOUD Si SPACER AT 12 II/2- G.C. INSTALLATION DMILS, EQR LIEE fgAEEjy PANEL (J-) INTQ POURED CQNCRETE OR CONQRETE BLOCK STRUCTURES 1/4-0 TAPCT_ I UNIOD 1/4-0 TAPCQN_____ IMEEDURED . I - t ` TAP -E., - . I ­w9wV ED ON 1 M '= RrTIP04RED ____ , = ANCHDR 0 2 OC, � r I = ­G.E - a CWO ---- --- a ANCHOR 9 9 O.C� � , OR _ , . .�� - - , .,'� ,CV & : I I CONCRETE BLOCK 11 . CONCRETE BLOCK xx i , CONCRETE MOCK ��'I, CONCRETE BLOCK � __ � - REQUIRED, I , REQUIRED 111. REOUREQ. -, ,; - �q ­ - ... . �.;. I REQUIRED. I �%�,�, � I - --- w .��.� 11 � I 24, _11 I ,, I - "., 11 � � 11 I � I ,.(i) �111 -(2) ""I I C2) 1 1-4), 4 , , " h _� , , I If �� 11 -1 -1 1 - �' I - J V-"-- , I--" �11. - V_ -, 1 1/2- . ,1/4' ,,,, - 1/2, ; Ip- I- --- /e zzz �-/g �, 1/4 I I ;� I %�, � 1114' '11�11 ` I I I I I _ �, I I 1� I -I"-- - -_ �.r HAX _ -_ ,_ wi - - _ -- I I �� , I �?�, _____ - i I � � I I - - _$ � ,�� �­ i ED* 5, � *� I � . �_ � ­�� ; � t u 11 � I . � ; i � � - , I , :: �, " A I'll, I I , � I I � � , ,I, I , � . - 4 i I I , I - 1 / , , .. , I I : I 11, - �,�X I " � , 111 �� ; , I I , 1.'w I - 01 2 "I'll", 4= ; 10 I : -10 : , I I .1cl ) it I I I I* Min. � ; It I 0 I' W, : IT I I *-SEPAPATION- 1 It I - SEPARATION- 1 41�� . 'T' - ,.,-,-,- I I - , ;/A� Z_.W4 - , ,'/�­�L I I __ ,- _i� , = To CLASS � " 11 - - , if TO GLAS& . it - 1-11; , I Z� iunwop , A, A. a I IT - ___iA­ _,-, - " ,­ . O, -S -.I .-.K-. ____ - 1-l" -1 � . . � _­-J� 1� - I W_� : 0 �. I ; 'I I If - 11 � I -� 0 1-7 1 LONEW GAMI r-41 1��A "o` I%r 1 14 " I i . I - 1-0 t 11 . i I . I I - - I ; I 11 I 11 0 , i,4 . , -, � i 11 I 11 L - - I , I II ( I I "Ll Ma.. 0 " I - � I , I MAX_ I! � - i 4 "I uu_ 0 11 I � I 'L' MAIL It - - , - , - , . It � : PANEL LENGTH -1 I I PANEL LENGTH . , , 45 PANEL LENGTH to -_ - - I . __ - - - _! ,� I (SEE TION ; -4 -_ -_ I S' PANEL LOOT), -I--- -----I�` I-- - - ELEVATION 11 I : (SEE ELEVA R ­ ­­­­ ___ ­­�­ (SEE ELEVATIO, I (SEE ELEVATOR , I" I P . ANIIL - - I ON SHEET W2) 0 , j- . I - -, ON SHEET 12) ON SH�El fef i - j ON SHEET ift) 9 , _ _ _ - � I -1 -1- - It ARAIJOR - It I : :"E;�X;DR I I I I I , � 11 I I I 0 to GLASS, � Ii__ __ � .- I I . , ___j I it 10 CLAW. I . __ __ A III I 1 4 ­� ___ --ij­ - 9 I IT- - --- _____ -1 _._____ � ,, . - ' 1 1 i I I - ��'�,,��,;,��11�': I i (D , � : __ (� 1_2 , , ,11111,111 "�,5"�'l "I" -1 I I � , �, .;" I� ?� q1, ,__�--,K', �<,',,,,, '. -� "" , -F,:'Y /- i� � , , ) -, �-,,,-�' ' ',?�W `� ��,__1,0%�"_% , . �J��,, �._�,'�,�5,, �,��, I , 1-12 -, , � R ­�,,I':",�.�,g,�,,, �. I ,,,;,, ,,,,, I L/2 �,� .,�, 4 AIT,��,,, R,,�,,,'?,,", _��,, �, ,, 1� I Q _�,�, , , ,,?". ,,��: ,� ?� ! , -;�X,f­�: � � �11XM , �� --- r 'W� "�X � � - , _ ", , , , I t I �,Z - ­f, . ­-, 11.1 � r 1 -4, - , -, � � �,101"�", I �, I � ­'� ,3 i F - ril i ;�,­ 10 6- : ,,,­,�, F � � I 11,�"i'*"<,� I . - � I �` .- I E.D.* -,��_,,,-�� "O ��%��,,,,�- �_,. ED. � �,��,�� L, i ;. " 111. E.D.- - '.-- ,� ;�.,�:,'�, , � �,_ � , �,_ i � ", - L� " , - � � i ; __,( � " I , L� ,9 I I 111�ai _$ " --- ", � I � m I ( I ..- t �,111. R, ..� 11 �, I Z "" I . � �ffi4 , ; __ f4 , 11� � .... : ��-, , , iw ; I 1 ty:rcc� � .11,�, I ." ,�� ) I I :,�gx� �, I I .=a I I ` . ED f LJ - __j � - I I I �, - - - A.- - I. , I ! I t� I- , , , � -1 4 . . I � I . -_ U.10- 11 us. -�� .., I & I I ­­_ - __ - - - I - * ilW' �" * �� co, :� ... � _w' 3 ". . � , I , I , - . � 7, � L!�—i -J --- ­- - " - I . - -1 , ,,.,,, , . - � _­ -I 0 12 ,%vm� I 0 t2 1/2 OZ I I � .�, �, _31 n�4 I --l'i, , '� - ­ (4 � , ' ' ,_) �L�!., 101 � ' . 'A TAPCON I 1-1/j. ,/4-0 TAKON ' � L � I I � I 1 _1/4'0 TARCON --!/**# INACON /4 ANCHOR 0 O' D.C. ANCHOR 0 91 D.C. ANCHOR 0 le C.0 ANCHOR 0 le QC I . � EXISTING POURED CONCRETE OR ; G RED CONCRETE OR EXISTING POURED CONCRETE OR ,..,=,POURED CONCRETE, OR _ I _&jfN - 'tWRM BLOCK REOUIRM, BLOCK tETI% 'CONCRETE BLOCK AROUIIREO� 8 CX REQUIRED. FWWRMr AECTIQN AL__2A M�R-28 0 MR&MLS 111 LHII�EL J! REGULAR PANELS WALL MOUNTING$ WALL MQQhTim SCALE 318-'- -��,OZ�;,�":",r"/"�117,11,11,� SCALE 3/8-1 - SEE DOM is A, ta MR &KTHIC" ANOM TYPE 1 /r. - --- TYPE A, SPACING FOR INSTALLATIONS 000 TAPM WOMAN. ANCHOR SPACING O.) 3 III= F%" &AIJUNDS, WHAVAI ANCHOR SPACINGS AND MINOAN 1wmmmAAR,Gt 01L ,!� _--i- M-1-1 ,*-.I. ENAR onj EDGE DISTANCE ARE INDICATED ON THIS 'a to SCMEDIAL FOR D, LESS TRW MCA ON SCHEDULE RODUCE ANCHORIVACING 3 BY -1, em ­- ­ - SCHEDULE W FOLLOWING FACTORS. vwx Em mma m - FACTOR - I 'Ir &W FOR r1m OPOWOM To BE PME� REDUCED SPAGIMQ OWAINED USING rACTOR IIIIA" Not AS LESS THAN I __ -...- - .- __ - ___ __ _, 2� _', , I �t . ....... _ � - 41 - - m"wim SPAC04 INDICATED roN EACIO ANCHOR TYPE ON 19,S WCHEINJILE r .___1 ___ -1-1- - -­ jjj7­ . ___ 1 3112- - BUILDING INSTALLATION DETAILS FQR LIFE SAFETY PANEL (1 INIQ WQOD STRUCTURES I - - - --- - , - ---,-,- - - - 1, _,X'�, �,­ , "Ll __� - 1 J� _14:__i��, 1 _'_ I r :�,, "" � i , � I � 1, �k WOOD HEADER , ­1 -1 1- al - *= HMER ,, ;-- "-'-- � ;-, "REQUIRED 1_� ,�,' �­ 1 ( - , ''k-OVIREC . I- , I., 11, . ,�,, � - .1, - 1 i . )I, " , , � I", -, - I _. _:.__ - 1 � � � .� 1. 1 1, �, 11 I . � 1/4's IAPMN � 4, - � '7 wc;� =v ; _. 't I I . I I,'!- - -ANCHOR a O' OIC Jl � ,t O. r . - , � �I ,' -1 ,. �, 11 ; � �, y q I " J, N - � 1, I I ,� I I I � I �il , 1i � ,: v.1 � � t I ��, I I-C 1 , , Ij � ­IC2) I I t 2) �, ;.e I - , , 01 1�!�, I . I . 1�� ��. i"2. � �� ;,*m4Af_1T_ i-I 11"_5 I 1/4" � . T Ile , - . i " I 1/4 1� 11 � , �, , , j ; ��! � �i �, i ; 1 L i � � , 1Iw._______ " ,. � 11 I I I , .W,-.-"-- ____ / i iw " , I I , ,I 1. 1. , f ,, � �f 11 �. 1� " I j .. , . ,, I 1� I ! , I , - � MKI. � � , ?t� I � I ; "I I ,I � . ,, � I I I � , i : ­11. I .1 I I i I __ I i I - I, --' I �� 11 i � - ; , r L J . I I- - I I � 10 i � j) 11 4 - ! 0 - - . - 1 I"= � 1'1� 1-1 v. .��.p mhp� r , I- I -0 I 11. - VA . - " L_ �. ia� t"tt"a"! � e I 1� 11 - I, =iR=a,-,, , 11 I ,If , I, I ii r Ii I I 'I' m. 11 � L). -.1 . I %- MAX. IL - - - - - ____�_ __ - 11 J� � PANEL LENGTH 0 ___­____ - ­_ 6 PANEL LENGTH I (SEE ELEVATION I ; 1. (./ � (SEE ELEVATION I I � ii I ON SHEET 12) 1, -,-- - - 4` - __ - - ON SHEET 12) _. - - - - � ____J ­­­ -,--,-- T- -I c 11 T I I if I I . I ff it 11 � I* mm� I I a ­­_ - I - ii, - �­ � ­,'��-� SEPARATION -- -10 I Ill I- wi,,, I - To rfA�S. : 1 � 6) If -_ 11 I !f-­SEF`ARA1WN I I i - � I V2 r-1 . i. � I I ___ - " � I I , i ___0 �0 " L___j 17 'r I - - -- - i I I 11 .121,&OC I � , . � . I - ED. � I - - �, _-- � , !_ 11 I- " � - - r � , ,�j �_­ . I 0. , � n�b - - .-..,. ___A_ I � . -J I ,_L . _­­ Ep_ _N �� 1, I- - ---I - . I __________t__ $1 . ;� . --- i I i � __,� I . , 2'.4- 1 �� � � 1 !: . WOOD � ,1111 - I � t .� � , r woo . I . �� Q - - ---� r � I I .1 . ,� � � � � �� 1, � PLATE PU� � - � . REQUIRED , , , , , � ' , I � 1' ��i REOUIRED �� , : , I � � -m PLUS �, 1 , _� ,�, _j �114'0 PANELMATE PILUS ' I � - - � iLl - - 114,0 PAR"A I 1; � ,- � ANCHOR 0 12 1/2 0 C. I-L . I AN04OR 0 12 1/2' O.0 � 1 % , ,. � I . I I � - I I , , I . , i I I � I . � i ; " ) I , I . I � � � I 1 , , I - �x , � - �', i � , 11:�', '__ _; ,I, c ___� I I - - "_ I,-,� - - J _,) � - - �)� RNATU R-_mw ALI H!ME R-a2w I,"'01-1111011", II �� k T14i !41 - MOUNTINGS / -I- 4e � � e* ,..� SCALE 3/8 1 1 , ��, ,T ,�v,,N I I � \ " . i ,40.44167 '.. = FLORIDA BUILDING CODE (Non High VIIIINOTtl Hur IcOnd Zone)i - : I * :. -* ----�-! - .1m 1.=, W. 24 GAGE GALVANW STEEL STORM PANEL I'A. CRIIIN ei� 1 . INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. �, Ii... STATE op i'On, I - DESIGN PRESSURE RATINGS (p.s,f) AND PANEL C,. 0,, I s ,_ "I, I GLOBAL PROTECTION PRODUCTS, Ut. `T"4=',m - " � "LO Rvo�_.,.,___�_� / IILIECO,7� AS PER ELEVATION ON SHEET 12. , ­� ,::,�* ,,,,,,, LENGTHS 2� FOR NEW WOOD FRAME CONSTRUCTION; WOOD , 0W/,-/,---z--,, - Tw.--- - - - SA 01 STREET =I. GAVE. � TO BE SOUTHERN PINE 2. W/ SPECIFIC 1, P.- (950RIA-7.1% `_ (`K`A)__6?. 20-i75 MEMBERS NO "itoo" � - fw_-im";r=A_5V­ DENSITY OF 0.55 OR EQUAL - - 0.1KNO NA. — 1 -ODMII �m _1­1 - I- P1 sculmoiatiotEloAmm: , __�__ SHM to or is =in zi:k ,4' zLizm!�� I - -I-- — I -4--F a) a) = U) _0 —m > C) a) = -4-0 m 0 =3 (D III.- a) L_ c- = 0 _0 0 C) c c- Cu -0 L_ 0- . .a m 0 10 -iI.— (n a) -!:--- = (D -0 0 0 -0 - -0 C: L_ 0- C (1) m I- %_0 .0 CU L—L. III,- 0 — m > U) — U) ­0 (3) E L_ Q) _4­` 0 L_ 0_ -F F— U) m —0 ,O . = — ku 0 C)— < U z I F 2 / - ��_. C14 = - AR = = I.-. !2 LAJ 2: _= c, 6 r- = C_:I Z,� jE M ;i,< _.; LA.. 0_- .!�2 to = - C14 ,= On .:x = tv C11 � 3� 0) a) C.) . = '!� == - E- - �5 -Ax w I= f.3 �5 m — 3: - m = w a) .= .; CJ W — .!= i = t= w m =I- = , :2- = _= L" =_ = E ro a, ,_� - JF U) L. a) (1) C: m 0 0 L. L. :3 w :E < z = < __j a- Q) (2) _C__ U) m > 0 L_ 0- 0- < -4-4 0 =3 _0 0 L_ 0— (3) U) m Cn SHEET NO. SH 1.4 I I __­`_,��� 4 *EZIW/18 ANCHORS ____tSEZ WIMN IEZI & ALTERNATIVE rZiW ON SHEET III)— I' fcs �(SEE NOTE 7.) 49 --)NOTE 2) AVl DF -.1 RY, INSTALLED AT EACH OPENING SHAL ALWAYS OF LAST PANEL TO BE 6 -T -7---T-, -FT PROVIDED W/ REAR RANDLE TO FACiLJTATF INSTALLATION IF INTENDED .7, D I I � TO BE INSTALLED FROM INSIDE OF STRUCTURE. SOX OF 'L" 7Z HXNG S'ORM PANEL 3YSTEIV (CNF! IMTtROR PANEL) IIN RIOR PANEL' INTERIOR PANEL) rRACKS TOP & BOTTOM, f END PANEL) - Str NOTES'k 4 SEE NOTES 2, 3, (4 Cho PAINELS, SHALL ALWTS�SE CON&FCED TO 80"CM ICIK A STOP R �L BE PWAVED AT TOP OF SUCH MA)", WISE RA Rmrt rN5nf PANELS 40,0 pe.3 (3). IF END PANFIS ARE CONNXI�IEO TO PID1,10M TRAC8, CONWCON SHALL CONSIST OF 1/4-0-200/4' M.S. Wl 7/8"00/37' WAG Ii-ILTiD PANE�S/ NUT OR 1/4'0%.1/4' Min, THUMBSCREW INTO TAPPED BOTTOM F S�s DOLTS V rrEAP TRACX. LOCATION OF FASTENERS MAY BE AT OTHER OF FIND ; 3 (a SECTlONs AS �,PPELCASUC) ExIERIOR FLAT FLANGES OF END PANEL_ J J J 15 T' I 1 - , - (4)� IN CASE THAI END PANEL ARE NOT CONNECTED TO BOTTOM MAX _T I T - P! T 'RACK �f­ A STMP BUT ONLY USED AT tOP) AT LEASt IWO T i i PANEIS SHALL FIE CITAINEI7 To BOTTORg, TRACK USJNC, SPECS _TED -H4-4 444�_�,_ 4 INDICATED ON NOTE (3) ABOVE, IN SUCH CA -SE, CUNNECI ON OF I.T I f I 1- I- L -i-i- L L L -1 J L j J I L J_ JJ_ L J_JJ e L A I- IJ PANELS To M`TOM TRACK MAY OCCUR AT ANY PANE!, LOCATION. 1 SEE NOTIF A - Ron ANCHORS SEC I I Min ONS 3 NOTZ 3 SECTION UZI & �TCRNAINIT EZVW DIN SHEET 15) +1/ 1 8. `"EZTW/18 IYPIQAL ELEVAIJON FOR SERIES 2900 E-Z 8ANG STORM PANEL01 SYSIE-M M SCAIT� 3/�2--!- DIM,* GA� wival 'LIALCO wx� OAR CI i. SECLnON A -A SCALE 3/32-=l- EN FLORIDA BUILDING CODE (Man High Velocity Hu iccne Zone) 44167 24 $AGE GALVANIZED STEEL STORM, PANEL W, STATE 0 IL ECOinc \ GLDSAL PROTEMON PRODUCTS, UJC, 0 R ko'. Eo". n, I,. D.`E, �U FAN' 20 -175 ' 111HI"001 SHOP !I OF 16 F-61A, ZUA ENGINEERING to 1 1: ,, - EW31NECRIll EXPRESE20 PRODUCT EVALUATIDt4 REPORT September IS. 2020 ApplicarlJoHnNurnber, =Q.I-R2 EXProdectNumber, 20�31543 Product Manufacturer, All American Shuriters�and Glass Manufacturer-Addreers, IUO Donna Road Wast Palm Beach. FL 33409 ProduCiNtimegDescription-, 24ge Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This product Evaluation Report is being issued in accordance With the requirements of the Florida CuipammInt of Business and Professional Regulation (Florida Building CoMmIESIon) Role Chapter 6IG20-3'005' Rl to' statewide acceptance per Method I(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance With the Florida Building Coda Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that requited by the Code, R"valuation of this product shall be required following pertinent Florida Building Code modifications or revisions, Substantiating Data: . PRODUCT EVALUATION DOCUMENIS U drawing 020-3164311tiod'24gs Galvanized Steel Storm Panels (HVHZ & Non4(VHZ)', sheets 1-5, prepared by Engineering Express. signed &ENraled by Frank Bermardo, P.E, is an inlegrall part ofthI5 Evaluation Report. - V_STREPOW-S Undorm, static structural performance has been tested in accordance with TAB 202 test standards par test report(s) #EIT-ASG-17-001 by Blackwater Testing, Inc. Large missifle impact resistance and cyclic leading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) #ST-ASG-17,001 by Blackwalar Testing. Inc. . STRUCTURAL ENGINEERING CALCULATIONJ Structural Engineering calicUlaftris have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following d"Ut, antena: I- Maximum Allowable Spans 2. Minimum Allowable Spans 3, Minimum Glass Separation 4. Anchor Spacing 160 SW 12- AVENUE SUIT? 106, DEERFIELD BEACH, FLOAEOA 13442 (954) 354-0660 1 (866) 396-9999 TEA, OENGMERINIIEXPRESS.COM ENGtNEeaiNGEXPRESS.CCM ENGINEFE-RING Page 2 of 2 At] American Shatters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase In allowable stress has been used Ili the design of this product Separation from glazing is not requited for installations outside of wind zone 4 and essential facilities, IMpact Resistance. - Large Impact Resistance has been demenstratud as evidenced In previously Sated test roporlirs), and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to tESW wind loads as indicated Ili the span schedule(s) on the respective Product Evaluation Document (Je. engIneoring drawing). Installation This product shag be Installed in stfict compliance with as respective Product Evaluation Document Ile anginsering drawing), along with all components noted therein, Product components shall be of the material specified in that product's respective Product Evaltarbor, Document (Le, engineering drawing), i-Imftations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein All supporting host Structures shall be designed to resist ailsuperimpoead loads and shall be of a material Sated In this prroducft respective anchor schedule, Hoststruchireconcirtionswinitch are not accounted for in this product's respective anchor schedule shall be designed for on a slifer-specific basis by a registered professional engineer, All components which are permanently Installed shall be protected against cannown. contaminaden- and other such damage at all times. This product has been designed for use within and outside the Kgh Velocity Hurricane Zone (H.VHZ), Respectfully, Frank Sentardo, K- ENGINEERING EXPRESS" ArP50040549 I Cen Auth. 9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLO910A 33442 (9541 354-0660 1 (866) 396-9999 TEAm@iENc;tNFERlNt;EXPKESS.COM EuGmEeRINGEXPRESS.COM "I'LlIK ­1­111`4�� 1 'U" L T-T U yt t; lo! F­ LA tZIJ Ln LLLD X 1*111-- 1 W Z M. 61 rl.- �.nYl Z H=q! 0 AE WALL HWW S-CTM Ln 4 FEA", LU In, < IM -4- - P r11-1 =UX M1 t L "'LLE Mi ff nI 20-31543 IT INSTALLAIJON DETAIL$ FOR SERIES 2090 E-Z HANQ aTORM EAUL DI INIQ POURED CONCREIE, ONCRUE BLOCK AND W-QQD STRUCIURES _,__RSTIN0 POURED C C JCRM 08 VAPOON COMCBEETE BLOCK ANC14OR 0 12* CC - REQUIRED t/4�# 1APGON 1141' HEX HEAD TEK WOOD 14EAD-11 114.1, HEX TOM --SCFXW -7 64' FROM REQUIRED ANCHOR 9 12 CREW 064 FROM I MOE OF DGII'* A) UIP. 1/2' L SIE RMIS N R, "DEN, t/C *e119 I It-SEPARATIGN- I- Min. 1: 10 GLASS, POP ALUIAMM POP CLA RVET _C RIVET -a' 0 a No V_Ak T 'rNGTH Is 11 i PANEL LENGTH PANEL A, IT I' Min, r C1 0 To ai_ASS� UMBSCR, 'L* It GLASS F it UMd5CK1LW 2L Mgj,_� 77, tppocei ANCHOR 0 12' MC. 114-0 TAPTON 2'.4' WOOD ANCHOR 0 12' ?ISTING POURED C, PEATE "ONORM OR CONCRETE stock REQUIRED, WALL MMM ALKRNA10ff-EZ1W SCALE 3/8=1' SCALE 3/8-l' FLORIDA BUILDING CODE LNon High Volocifyy Hur lcore, Zor,*)j 4 1 wree, ml rx� SHALL at, 2' 24 GAGE GALVANNUO STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX� ASD. DESIGN PRESSURE RATING +/- 40A elrlf, AND 6'�O' MAX PANEL LENGTH. Z I I L E C 0 1 GLOUL PROTECTION PRODUCTS, I.I.C. ' UTr 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TAU`T T-No . ��mm c*MP.R1 ew sm s� 'VEIII MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC FADAL, H�Aex-,�5. - I Ann DENSITY OF O�55 OR EQUAL, PrP,_ - te Liz ALL AM RICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) W TOP OPTIONAL ell, 20 STITCH BOLTS. WITH WASHERED WINONUTS FASTENED IP OVERLAPS I11b MIDSPAN (USE APPROPRIATE "PANTASUE) MAY BE ATTQ> 0�375` I), 15QI70M DUNT ELEVATION ELEVATION LIAM (SPAN A13OVE -"OSTRUC-50N) L_-M AS L DR` BOTTOM MOUNT (CONN-_/ \ (SPA�76W I n FIE AS REq.-D) "L OBSTRUCTION) PANELS MAY EM NOTCHED AS REQUIRE0. � OPTTCNALW'-2DSTrT P b THATCONNE .71 A 'IT �YAEM�ir A HORS� E 0 IN R SATIS WINISNUTS F05TENEE OVERLAPS 0 MRDSPAJ SPANS ABOVE A BELOW- RLCTI APPROPRIATESPANT VERTICAL MOUNT ELEVATION /1� (NOTCHED PANELS), \.ij NIT S. ELEVATIC ALLOWABI F PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS hNEHMOM STORIAPANK, %PAkA1W?N FROM CALW rMVHL WIND ZONE 4 A, V55tNTIA1 FACUTIE!IJ AX mum UESIGN "ESW i ALLOWABLE INSIALLA IONSLEW WSTALLAI-IONS44TATIR LPG I ABONEGRACE THAN30'AfiCArLBRADE Z. less,. 6 DO Ir, 235. i .1-Sc >11AIN t)UM r_UULt: I%JU I t=,' . L ENTER SPAN SCHIBOLILIE. WITH NEGATIVE GESR;N LOAD 9 EAMES, FASTENER SPAC114G TO DETERMINE MAXIMUM AU.OWABLE STORM PANK SPAEL SCHEME IS ACCEPTABLE F09 USE WITH POSITIVE LOADS LEV. THAN OR EQUAL. TO NEGATIVE DESIGN LOAOS� 2 'PAUEL FASTENIERT ARE STVDS USED IN CONJUNCTION WITH ALL MOVMTVNG EXTRUSIONS (-F�TAACX, STUDDED A"l ETC.). UBE clw 0 C. PANEL FASTENER SPACING TABLE VALUES FOP, ALL 'W" AND "U'�HBAOEAS (INCLUDING WED GOT CONDITIONS) 3, UNEAR INTERPOLATION BETWEEN LOADS 15 ACC INIMENTIER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DIEFERIMINE MI UM ALLOWABLE SEPARATION FROM THE OPENING TO BE PRO-TeCTIST 2, SCHEDULE IS ROQUIREDIFOR USE WITHROSTIVe LOADS OWY INTERPOLATION BEIWE-IIN WADS IS AMPMLE, OTHERWISE USE NOO' HIGHER LOAD� 3� FOR INSTALLATIONS OUTSIDE OF THE HVKZAND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WTM0 ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTEMO OPENING 15 REQUIRED. III, Ill" TA,ADEA1.00 IF W5� CA- LIN 911 MAXIMUM ALLOWABLE P` - Flal R I 'DESIGN PRESSURES- ' N, As NcTED IN DESIGN DESIGN NOTES: SCHEDULES S'g POSITIVE AND NEGATIVE DESIGN P C' I"') AG CIA Ll 'IF L OSE WITH T.DSSYSTM LL e I) 'FORHA RIA NE P11 SEPARATE ENSINEERING INJ:COADANCE WITH THE YI '� GOV' MG C W A , E AN "Ill RE U'R ' U�CH OF DETCRAINIEDION"A M PDA H T' 0 WT� !T , 1 J _ 1609OF E FLORIDA F61LDJNG CODE SHALLSE LES'MAN T �11OZIn!_7�IIU�E�3O�IINE,�ATIVEOEgrGN U 'R URE tJED HEREIN FORL ANY ASSEMBLY AS SNOWN. GENERAL NOTES: 11 -2.11ECIFT N NABIlPEN ,Cc. E-W�UMBIULMENTS ,HE I,. ODE ,:DA ,,.I " E EV H EDITION 20 MR US 1 10 AND OUTSITIF OF 'Ell 201, 2 AM 0 ST OLS, P 11 1HAt, I IGA AN C F T ALL ALBUI Me CODE AMENDMENTS WHICH KAY APPLY 0 0 ITIREA etyorno ASSTA71a) HEREINMAY RECUIRE AO ITIONAL SITESFECTRIC SEALED E ME TO 2. 14033-VaUgEASE INALLOWARLES'E%5 HAS SEEN U5EDIN THE OF RECORD FOR THE PROJECT SUPERST URE MICH TH '4""' LE H"LLIEVE"Ona FORTH INTEG INaS 1% TOT is % TW C1161 Se N 9 USECOOKOIN I "' H' L' E 4. SI, FRAT t", I s GLIT'N'T"T114ALL E1,PgL1AeD It, 0 02 FLEC a ON Sp I" AW11I.. 01 IT I E .1 1111 FOR A E S PA Il % ICOU510' Nor A MAY HE REQUIRED; THE EYsTEN DETAILE. N ME IS GESNERM ANNDU�DOI5 NOT F 'D' ? LT4 RQ INFORM ATION FOR A SPECIFIC SITE. MR ITCOO tONS DI-REN'T FROM THE �OIDPOIlrDITIIIALI�D."Ill�Ill, A 11SE. ENGINEER OR REGISTERED LIc 9, M 'AR `��C SHAL REF TE ON11UNCT1CINVM7ftI.DMUM PECIFICDOCUMENTSMFUSEIN EbiT 1. 1111011 IN11-11FIES, _D HEREIN ARE�SASEDQ N MAXIM I I I�SED D 5VReSCiW0EC By AN 1!71 FREES X 5AIJETY FACTOR, t. ALL rA7.PNI! T VMORGRE E�14SAEGRADE 5 UNVLESA NOTED tn' . � rl§E�TOSE 41% 1D111V1OTH�?11SEX "'914-RE Zf1A1N R - FAST HALL 6NICS 0 IM'N"NAWRIVA N8MA' COMPLY FH PE N TIC FOR UMIVUMSr SECTION 3.3 By THE ALUNMEW ASSOCIATION, UPC.�jANV PPLI RAL, STATE, ANDFOR LOCAL CODES It A�Rl LL 44GA STEEL �0.024" G 711"' KST UJI 30. 611.ALE Urn .N�SHAI_ 6 E61163-TGALIMiNUMALLOY, 24, ENGINEER SEALAFFIXED HERE - roVLIJDAI 5TRUCTIMAILDES AS SHOWN OHM USCOFTHISSPECIFICATIA BYrYNTRACTORetah IFIDEMNIFIES &,SAVES hARMILLSS THIS ENGE"M FOR ALL COST % DANAen 1!10- Ill.. L L FIE I.E. AP,1E LFLAI E.-ES - T1,. . ,IUTE1-L Nl�%A , F. UOTI�, � OTT E. EE,. ETR, I L,, I, a go No THAT YKICHIS�LLVRSYLM���ATF,WFFD�R,AL DOEB&PaMPM lo 11 11 IF US J,E PXCEP7AS!DAX'LY1MVM11.H111MN NOADDITIONAL CERTIFICATIONS OR AFFIRMATIONS A" INTENDED. AD AL7M"T"" �DITUTWS ONOTHERRAFMI-10THISDOCUNIIINT .ARE NOT PERMITTtOAND INVALIMATETHIS CERTInICATIC14 17 ANEUS SHALL BE PERMANENTLY LABELED WITH A MINIMUM FF il) LABEL Neii EV'MY In FEET CONTAINING THE ECULOWING2N FORMATION. VISIT LEE j,' vW1'-'�_­I1"*,1 LEM (5Z,M=L2WABLE SPAN SCHEDULE TOP MOUNT 'a b Bad""Ll' or 2r 7-r 9' 24' 2T 26' 2.56,Lr H.d., Q` zr 2Y IF 24� IF Dr tr ?w 2=r 2r Zr I 1' _Ir 307 3t" IV' all ZY' 3Cr 11' 33' 14" 24- 3[r sor To' Air 24" AV -9"-Sr IS, Ap M o 6ft* Lygen Wwo -3-F 2r 11' 1 F IVP it W q".r M2r Zr 24' 3rf Ar SV !]T.i Z41 � 11- a" U' W 23" 24' ;?V' 2 Arolo Nl ZX' 24- ge w Ar Sir: _34516050P 154" ZY Ii- �L W 2R` 33' , OPTIONAL INTERIOR FASTENING DETAIL UL N'Tt �0"NRNATDNAEAIMI To An. 124. - ORAO-1 -1H --I �.O. ­F, . SCn'. - FANE, p.NL 0� ,­CLDW�_ A-'. _,�. Mq.0 (�N� WM As Me D! = RE 4 N _N 7 U 3l D In d Us ., � a < U, Z AE t _En W SIAQ �� W 20-31543 �IPTION L EGRESS PANEL DETAIL M rs I.T,�RTOR STN 1A _ ING Al L::,2 I -J-,SEE, 7 2901, 1H 20 5luu X 0 o6t, 0�750` W, 256 -0.094] 18 611" T__ IS TYP. TGA 094' .06-2 D9 BE J. 1,9301, CISI..J TYR B Eu -il LOD Z=11=111 2DUC, Y&V .11 1.. ` 0Y_biDM 1,9604- 3 380" MAX O'M". 0 kl§ X"R is 0 1 IT, 12,500" PANEL COVERAGE 14.S75" PARELLENGTH 7TT 0 0501. L%1_� T_ Dc9D' 1A1 IE RO TO,215�_ TYP TYPI pz _: �7 -f- TRACK IRACM D.090 V-11111co 6VI-11 - a < LEE ER.1-1, IN LL, q Fl- .1. I'll TRACK [OLTENDIIII r 1.00 job OVERLAP 0 .29" MAX. RE [IFTAIL MAX - CORNERCI MAX LU BUILD -OUT .10-. DIST OU EMBED 1.000, 3.927 OVERLAP AX �1�11 171! all MIN 4!'MAX. - MIN, RED ff ,"e. 11 T­ TIIARRDUNT` CLOSUREDETAIL D N T ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENER% 0 12.5" OCr 1111111-A MA MEMM MM ffil WIN, 0 l 7 � E N 1 /r/m/a/l/M/m/00, 0 MEN,, M - 11W111 ml!l a M M F. al V/////"; I M = 9 W. M RM EWE= an IMMOOKMEN V4. . T' M _ZS-1 fE, 01. 16 80, IZ.5, 150, t5V. B.'. V. 10-01 12�5" 110"� ASU 7. 5� 12S' L4.0" 14,7" 6,0" 5' is' 10�,: S'EK . 5- IZIV' 16�U S� Mal 14.71 6,9` 6.0 1�.V' 16,." �60' i�.7-- X- 14 7" 64" II, R., g�T' ­W " ". .0. A..U' Ik7" �B'- II, I VC CRIED 33 WOOD SCFEW 41 48 IMP 16.a' 16,0' _F0 77 _,_ 2,� IA.0" 11.1" 115' 16.0' 10.6' 6,2" L2.5" 16.01- 14.1 � 21' 12.5' 16.0" 9.7" S.6" 12.5" 16.0- 9,7- 50- t2,5,, k,y' 16,01, ILE, Id Y� It3l, 0' 0.6" 1.1) &41 ,-::: iiLS` 11S1.1:: IJ50' 9, s,:: 5 9�6'� 50 12.5" 15,0' 33 TAr`QIuF'M,AE. 41 48 !R 7Z 12.5, Ii,or, 16o" IZ. 5` 1�.O" 11.4" 12 5: log 10�2­wgza TZ-7 NO, 131 11� 12,51' trl V, 912" MWA 12 5� IS.D. 5.Z.. W11A LLV' Me" I.L.4" iz, I., ' grt' 12.51 IsAl 9�111 "1 9.1, 11 "' 12 V.- 160, 1K... 9A�: E-D- --I- I 17 !vI" 13 �lt V I.. 1-1 41 LIWO BUIM.. 48 16,01' 151T. ff- 5 T. 4 0 -tv, Is.al 7.B1 11.5- 4 1- 0. iZA" 4-9" 4,1" MS" 15 4" 5.9' 6.25" 1 Z.3" 4,7" 4.0' 6,25- F.-IN: 41 �;& 0.9" 14.2" S-V 6,�W' I- I" 4,71� 4-. 12,V- � 7-�� 5.2w, 4Z 3" A D. 01251, 12.V. 4�7'1 An" ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TOALL PRODUCTS MTIFIED HEREIN, BUTONLY PROVIDES MAXIMUM ALLOW45LEANCHQR SPACING, MAXIMUM ALLQWABLESPAN5 AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENFREPACING, THE E'EISTTNIG STRUCTURE MATERIAL, &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TOINtGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR FQUALTO SHUTTER SPANSELEI.7 CONNECTION TYPE RABE) ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 3. "PAWL FASTENS RS' ARE STUDS USED IN CONJUNLTION WITH ALL MOIJUTING EXTRUSIONS (`r'-TFUMCX,S7UOVED ANGLE, ETC) IISEB25"O.0 PANEL FASTLNER5PACING 7A5LE VALUES FOR ALL'H"- AND 'U'-HEADERS (INCLUDING SULDCUT CONDITIONS) 4 ANCHORS SHALL BE INSTALUEDIN ACCORDANCE WFtH-MANVFACMRER--'kE�-OMMENDATrDNS, 5 HOLLOW BLOCK H057STRUC7TURESHALLCONFORM TCA.1TM 090 51.90K 6, MINIMUM BEDMENT 5 ALL BE E DGE TA CE EX DES ST I A I 9, WHERE EXTSMG STWC7URE I- WOOD FRAMI - MSTINGOONDITIONS MAY VARY, FIELD Mr. VEFUFY THAT FASTENERS ARE INTOADEqUATF WOOD FRAMING MEMBERS, NOT PLYWOCD� FASTENING 70 PLYWOOD ISACCEPTABLE ONLY FOR SIDE CLOSURE PIBC-E,5, LO WHERE ANCHOR5 FASTEN TO NARROW PACE OF STUDFRAMING, Ffi�STIENIIRSHALL BE LOCATED IN CENTER OF NOMINAL 2".X 4" � MIN � VIlOOD STUD EDC E DISTANCE IS ACCEPTABLE E.OR. WOOD FRAMING), WOOD STUD SHALL BE: "SIDUTHERN'W'E" G-0,5SOR'SPEATER DIENSTFYi LAr, SCREW -SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, LIL REMOVABLEANCHORS ARE. DEVIVALT PANELMATE, ALL -POINTS SCLLID-S & BRASS BUSH G L2 MAORrAr SC EVAS R , S14ALL HAVE lr�'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE AN -HOR AND 14AY HAVE EITHER A PAN HE%TRUSS HEAD, OR WAFER HEAD (SIDEWAI-K 601-T) U.NLO III MITIUMOM EMBEDMENT AND EDGE DIS I NCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14, M DESIGNATES ANCHOR CONDITIONS W141CH ARE HOT ACCEPTABLE USES. 15. LINEAR INTERIPCILATION 15 NOT PERMITTED FOR, USE WITH'THE AtiOlOk ECREDULES 1,157ESION THIS SHEET 111�N "' MA"177 �Ill N"h- 1:5 U An Z cl; A f3 F. -0 (D > 2 (D 00 -0 CO M Cn 0 = M 0 CO LL_ ,-- 0 CU > -0 Cn E CU 0 Cn tn CIQ 4= cm Z Z W =I cn 41) V) C', -cc JW_ 7G_ �m E Cc Cn _4__J U) 0 L_ 0_ 0_ 0 CU 0 6L LU Z n SHEET NO. SH 1.5.