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36446-36468 Well Hill Way
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 FLOOR PLAN - UNIT -A 1532 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 8.1 ROOF PLAN - STD 9.1 FLOOR FRAMING PLAN - STD 10.1 ROOF FRAMING PLAN - STD ABBREVIATIONS 11.1 ELECTRICAL PLANS - UNIT A-1 532 11.2 ELECTRICAL PLANS - UNIT C-1624 AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air 12 ELECTRICAL SERVICE PLAN ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill Ll LINTEL DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SN STRUCTURAL NOTES AFF or A.F. F. Above Finished Floor FP or F. P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR OR French Door REF or Ref. Refrigerator SN1 DETAILS ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Footf Feet REQD or Req'd. Required S3M MONO DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room S4 DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or GaIv. Galvanized RO or R.O. Rough Opening S5 DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf SIS 2-STORY DETAILS BM or Bm. Beam GFI or G.F. I. Ground Fault Interrupter SC Solid Core ROT mr R^f AMOAM rT nrr T r.inlar Trtj-kq qn nr qn Rrnokp neterinr I I I I . . ................................. qT qTAIP DFTAII q BP or B.P. Bypass(door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle GYP BD o r Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height SGD Sli din g Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights I n on PU �LLLI 1110 00 SS D1 WP RETROFIT DETAILS FRAMING DETAILS WATERPROOF DETAIL CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECSorSPECS. Specifications PA1.0-2 PRODUCT APPROVAL CLG or Cig. 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) a- T uj�717i SH11.0-5 HURRICANE SHUTTER PRODUCT APPROVAL 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 I NT or Int. Interior SW or S,W. Shear Wall COMP or Comp, Compressor KNVALL 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 n 11 LIF-:IELI 1:--] 1�1 1 --1 1 L 11� EF11 M EDO] CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken 7� 1:11--] L7- la-1EIL-1 F- - i r---7 D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry --JL --- ]L--Jl-- DB Door Bell LT Laundry Tub -1 [7 171 0 177] CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block 7 1 ILL TOP or T.O.P. Top of Plate Ell, F717F-11 DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder ML DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) LIC or u.c. Under Counter D IS P 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 V13 Vanity Base 4 UNIT TOWNHOMES DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalarn OVID or D.V.P. Diverter Valve (plumbing) CIE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior (A C C A) DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/ or w/ With FOR SINGLE STORY HOMES 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 MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt Pocket (Door) WDW HDR or WOW HDR. Window Header FOR 2 STORY HOMES 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 THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit Ht. Plate Height WID Water Prooffing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P. T. Pressure Treated WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. I SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 05-21-16 1.00 NEW BUILDING CONFIGURATION 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 12-28-17 2.00 2017 FBC CODE UPDATE the commencement of any work. The Designer/Engineer are not responsible for any plan errors, onnissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 06-27-17 2.01 UPDATED PER FDS REVIEW 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 12-19-20 3.0 FBC 2020 CODE UPDATE 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 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. agreement. Control of Construction Site 06-15-21 4.1 STAIR SECTION REVISED PER C.M. 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 10-10-22 5.0 REV. ELEVATIONS PER C.M. 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 02-13-23 6.0 STD-LT-2023-MOD ELEV. PER C.M. whatsoever. The Designer/Architect and EOR has no duty to Im 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, 07-05-23 6.1 REV. LT BAND TO 12" PER C.M. 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 EOR 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 at a: 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 ��4 (' ; 'D . UJO 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 qil� home without proper maintenance. .2 A 3: E ZZ CL Cc rZ Cn L K'11 C, No P- 7, STATE OF 4 0 F1 ON A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and sea[ Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E c-4 OD N- N I C6 r , N .0 -UJ 0 '00 C�n U) 'Z 32 L-" W 04 0 c� J LL 0, Z .0 0" cp M Z Z 00 W LO � Zo iY 0 IL 04 < U) a do C3130 Z W 0 ;:7 U) — Ln 4-, 0 L.Li V) C-4 V) B C) < It 4 LL- g E 'Q WO E T :D 0 Z CO t 'Z 0 W M '0 Z� Z M 165 1Z 29 Z W W !E r NJ ou .2 > (6 L 144- C**4 C.�J Co 00 C%4 M 00 L0 U) 00 M 00 0 M CN LO F- 04 0 Ln C=) =5 4i E 0 Z E E EL 0 0 Q) JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. A NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. v 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN I % qc,-- L UJ= LLj A )5 CONTROL JOINT DETAIL SCALE: 1 112"=1'-0" 45 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=V-0" A (4) #5 REBARS CONT. CMU BEARING WALL FOOTING. SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BA Or- r-LM I EZA u') kl.� SECTION A -A F.11 2" 0 SCH40 STEEL PIPE W/ GALV. G1 20 FILLED WCONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS W/ MINJIMAX. 3" EMBEDMENT \--CONCRETE SLAB PER PLAN rFM'24 BOLLARD DETAIL SCALE: 314" = V-0" 1 1-0" x T-0" x V-0- w/ (4) #5 E.W. - r7""'lli k, �3 TYP. @ 2-STORY U.N.O. I go 9 &D S-0" x T-0" x T-O" w/ (4) #5 E.W. - -7')'Q" F 18-4' 18'-0" 18'-0" 18'-4" 00 41 11 '-4", 13'-4" 3'-8" T-8.. 13'-4" 1-01, 0 1-0111, 13'-4" 3-4- 3'-8- 13'-4" 0 VERIFY VERIFY T-0* x T-0" x V-0- VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C W/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A(C L (2) #5'S PAD PAD PAD PAD (2) #5'S S3 Z-O"x2'-O"x V.01 OSE HOSE Z-0. x 7-0"x V-0" 2'-O'x 2'-O"x 1A. :�MF ------ -H-OTE- 24"x 2'-O"x V-0' W/ (3) #5 E.W. BIB B W/ (3) #5 E.W. w/ (3) #5 E.W. IBIB BIB w/ (3) #5 E.W. x t CONDENSATE 7 F CONDENSATE d d CONDENSATE F CONDENSATE I d 7LINE I OIL -4" ELEV. FIN. LIN t LINE -4" ELIEV. FIN.. ri I 1 -4" ELEV. FIN. LINE OIL -4-- ELEV. FIN. . I Cl- CONC. SLAB LU CONC. SLAB LU CONC. SLAB '. I '-)w CONC SLAB 1-0116 ,1'- 4" 6'-8" L& 13'-10" 3'-1 2'-8 2'-8" T-11 It 3'-10'1 1& 6'-8" 4.10 6'-8" T- 10" X-11 Z-811 Z-13" 3--10" 6-8" 44- 4-- 1 -4- �j ELOVIDE 1 YZ REC PROVIDE 11)j/ RE�ESS �OR. PROVII IE 1 RECESS FOR :S QB SLIDI�G GLASS DOOR. REF -t- --R!'O t- SLIDING GLASS DC DR. I IEFER TO I F MASON'S SCOPE FOR WIDT I MASON'S SCOPE FOR WIDTH MASON'S SCOPE F A A IDTH .13 co D1 L ts-- ROVI E LINE FOR D1 R E KE ;0 I OP PROVIDE LINE FOI &D ICE MAKER PROVIDE LINE FOR M INDICATES FILLED CEL rr ICE MAKER S3 I -i I,.' Jill 3r2 MIN. 3000 PSI CONC. SLAB FOR 1 /, (II- � HERNANDO COUNTY ONLY. 3Y2' MIN. 1 �2 T\') I I Cf) PSI CONC. GROUT FROM TO BEAM W/ 1#5 REBAR VERT. I ABOVE SLAB, TYPICAL@ ALL F- 1) til -11( co 1 �j LL 2500 PSI CONC. SLAB OVER 6 MIL. PLACES SHOWN HOOKED FTG �1� ji LL j 7 VISQUEEN VAPOR BARRIER DOWELS 1T EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL t DBL. SINK C.j. DISPOSAL W/ o? DBL. SINK w/ DISPOSAL C.i. ;0. DBL. SINK W/ o? C.i. DISPOSAL &D DE L. SINK w/ )ISPOSAL, C.j. -if rr F -I —7— L JL--�3 IL )L- J1 I 1L -JL 11 A 11L o III I JLJI I E wE:E EEEE L --- it ---- E E -2 Z �-- 12'-5" L 5'-11 1 6-1111" Z_J" 6-111111 9' -111, L 12'-5" 11D I 1 -W AWD'h tPW-0,1\ I /50 �O k12-11) K2 1 1 C3 '17 6 ;r --i CD CID 0 14'-6'1 X-110" 6 T-110" If 14'-2" 6 14--g- 10 T-110" 31-110" M 4'-6" F- --I S I VT sv— - F, -1 1 In 1 -7- 1 I 1 -7 1 I b I OL 0'-0" ELEV. .7 .7 OL 0--0-' E FIN C gk 0'-0" ELEV. FIN CON . SLAB 1 1 OL 0'-0" ELEV. FIN CONC. SLAB FIN CONC. SLAB C.j 0 C.j. 1 ;0 -00 C.j. &D &D -7 r- /OGG -7 \I, �3 In @ FOUNDATION @ I @ FOUNDATION @ FOUNDATION 1164" 0- 2' 16'-O� 16'-0" I 1 2'40" �0 q- f I r LO I L i IL J L -11 IL i -7 LM 7 JELEV. APPROX. F- r- r- ELEV. APPROX, il-1/2" BELOW F.F. 1-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1- q ELEV. CAN BE NO MORE THAN 1- 1/2' iBELOW TOP OF F BELOW TOP OF — — —1 EGRESS DOOR % I '. Id %, 1r Al k EGRESS DOOR ITHRESHOLD. FIELD �K �K THRESHOLD. FIELD iVERIFY PROVIDE 1/2' RECESS FOR &D C14 \A L\LV-1 H. 4 \,.. �3 PROVIDE 1/2" RECESS FOR I/- K PROVIDE 1/2' RECESS FIR \, �3 ;l? \,W H HW/ K VERIFY S3 PROVIDE 1/2"RECESS FJR FRONT DOOR. REFER TO L MASOITS8COPE FOR \WIDTH 3 Oti 2--1 0J., L_FRONT DOOR. REFER TO ___j L M A-�ffhl C R-FOR WIDTH 0 T FRONT DOOR. REFER T MASON'§-SCO FTE-FOFf-WIDTH 2--1 1 12--11 Oj" L FRONT DOOR. REFER T01 A-STN S 7-0 PIETF 0 R W I D T lk" - FM24 4- 1�11 � FM 4 I V////,- MI M:-, I oil IID 4. .4' .4. -4- 1;0. J811 J8" r [1 4'-0" 10'-6" 1 10'-6" �i 0. 1 4'-0" '11 ;0 4'-0.. '.0101 1 10'-6" 1 1 1 10'-6" 1 j 011 4'-0" 2A, co LO 4`1 1 jj-,-4" ELEV. FIN. 9 1 4- ELEV. FIN. 0 1 1 -4" ELEV. FIN. jgk-4" ELEV. FINI ;0 LO "--rCONC. SLAB CONC. SLAB CONC. SLAB CONC. SLAB' 3 —C.j. - OOL-1 3 1 17-- V-7 z; C.� LU E, --4 Uj C-j- C.j. Uj 03 -4" 15-4- T-0"x 3'-O"x V-0" #5 E.W. IT ELEV. APPROX. -9 Y-G"x 3'-G"x V-0" 5-8] 1V'-4"' ELEV. APPROX. w/ (4) E0 1-1/2' BELOW F.F. 1-1 /2" BELOW F. F. wl (4) #5 E.W. 9 Lo r55 /55"\ ELEV. CAN BE NO ELEV. CAN BE NO r55 kzil/ MORE THAN 1-1/2", MORE THAN 1-1/2' k, �' 3 BELOW TOP OF BELOW TOP OF 2-6"x Z-13" x V-0' 10 EGRESSDOOR EGRESS DOOR 2--6- x 2--6- x V-0- wl (3) #5 E.W. THRESHOLD. LO THRESHOLD. w/ (3) #5 E.W. 3 FIELD VERIFY FIELD VERIFY z 9 9 'SEE S-3 FOR 03 S3 q I SEE S"3 FOR E? &D 00 HOSE ro RECESS OPT." L __j L ECESS OPT." HOSE BIB -- — — — I — -1+ N OD BIB Fj L UDe-- J ilil S3 HOSE BIB ok- (2) #5 VERTICALS (2) #5 VERTICALS iol� BIB (2) #5 VEIRTICALS (2) #5 VERTICALS WIN FILLED CFI I WIIN FILLED CELL WIN FILLED CELL W/IN FILLED CELL 41 V-811 8'-0" V-811 V-8" 8'-0" '-8" V-8' 81-01, 11-4- 1,_8" 81-0.1 -8" 1111-4- 11 '-4" 11 -4- 1111-4- 6'-8" 6'-8" 7-0" 2;-8" 113-4- 22'-8" 7-011 0 72'-8" 0 W 3'-O"x 3'-G"x V-0' w/ (4) #5 E.W. TYP. @ 2-STORY U.N.O. I C� rh t? In T-0"x T-0"x V-0" w/ (4) #5 E.W. Cl) 4 zo CID 0 FOUNDATION PLAN. SCALE: X"=V-0" C3 LU CN CL I.., C-12 QQ LA- CP C%j C= ZZ M CD cli C*4 C> CN C14 LAE E G N Cd N o STATE OF 4 () R % N A To the best o 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. MORM 0) z W Mff E 8 C14 g 0 .5 % 0) F- r�- L'f W 04 0 LU 14 rg -9 LL z 0 z a 0 I C, 1� W f g W W 0 r- to CP �: z IL co 0 y! ur) U x 04 < 0 W (D E3 0 -5 Q) +-j (13 C—/3 [L- 0 V) =1 i M U) u g Lu U < C-4 r— 'z E 0 U 1.1-0 r6 C.0 57, ro (U t < z C �z "o C§ cl� 0 C.6 —17 CM cl� CU 00 CN :3 00 LO Cr U) 50 .2 co 0 CN Ln C:) CN U-� C=0 C5 E M 0 z a M E E a. 0 1 0 --1 M :2 0 1 4) _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. 2 MIRROR OWNER'S BATHROOM SCALE: 3/8"=V-0" BATHROOM 2 SCALE: 3/8" = V-0" 9 F- z 9 80 STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP& 3/4" PLYWOOD N, CASING (AT 2nd DECKING FLOOR ONLY) N. N, F. FL. -1 - - - - - - - - - - - 17 NI 16 15 N 14 'U�12_ lt CONT. 7 10 [�HANID RAIL b F. FL. 5 2x STRINGERS I TYP. STAIR SECTION SCALE: 1/4" = l'-O" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 <e(2) > - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 254 S.H. 13 20 X 38 J 18 J X 37;41 S.H. 14 20X501 18 4 X 50 S. H. 15 20 X 63 18 4 X 62J S. H, 16 20 X 72 18 4 X 71 J S.H. 11-12 27 1/4 X 26 26X25J S.H. 11-13 27 1/4 X 38 J 26 x 37 1 S.H. IIH4 27 J X 50 1 26 x 50 S.H, 11-15 271 X 63 26 X 62 1/2 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 314 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73 4 WIDE S.H. 32 54 X 26 524X 25 4 S.H. 33 54 X 38J 524 X 37J S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52J X 62 4 S.H. 36 54 X 72 52JX 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DRYWALL (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 1 U - 1 1/4" TO 2" DIA ___U HANDRAIL NO LESS THAN 34" NOR MORE Lu 0 THAN 38" ABV. Z TREAD NOSING t J METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F. FL HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. Stair and Rallina 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 verfical planes of the foremost projedon 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. Noaings: 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 1/2 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. Handralls: 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. VERIFY AC PAD LOCATION OF A/C PAD THB ------------------------- OUTDOOR LIVING M M - 9'-4" CLG. A.F.F. M 9 18" CONCRETE to 6'-0" 10'-8" 1A. 6-8" LO T-10" to T-10" to 7-8" A N 6068 SGD 00 5-SH 9 468 REF 7--1 1 T-2" 6-7" La 0 0 7o U) in I F LO Cl) DINING co� W a KITCHEN Z 9'4" FLAT CLG. 9'-4" FLAT CLG. TILE TILE C? b SINK w/ DIW DISPOSAL DI to _J I LO FLRG. LINE AV -- - - - - - - - - - - - 2x8 WALL T 2x8 WAL 8'-0" 6._O.. 3, -8" 16-0" X-8" 16" CNTR. AT 421, 9 C? U) A.F.F. 1/2 WALL C=4 CAPPED L 1 P 2 00 04 11 1 3 0) Cl) 00 - . 1 4 0 GREAT ROOM 5 TYP. U.N.0 9'-4" FLAT CLG. 61 CARPET 13'-8" 4'-U" 10 rGG 9 Z9 S3 10 0 U) (X) 12 7 LO 2x6 WALL V-13" 2'-8" 4'-4" NO UPLIFT* - - - Q S4 C� FLRG. LINE 00 to 00 H1 ZiPWR. -filf TYP. 00 u_ C14 FOYER (2N8681 AV 9'-4" FLAT CLG. TILE C? 00 00 EDGE OF SLAB 2" BEYOND WALL �T.O.M_ 9'-4" 7'-0" 10 BUILDER TO PROVIDE APPLIANCE 0. Z-011 4'-0 -0. PROTECTION L WHEN ;o 2-4- REQUIRED PER ENTIRY FBC (.0 Z0 9'-4" PILG. A. F.F. 1 -CAR G 'ARAGE CONCRETE - - - - - - - 9'-4" FIJT CILG. 11D Im CONC RETE IN OD CN STONE VENEER 16" SQUARE-/ CMU COLUMN LO - - - - - - - - - - - - - - - - -- ir 10 60 LINE OF 2nd STRY. ABV t "NOTE 60 BLK. WALLS PRE 8'-8" TALL FOR "A" UNIT 5'-8" HB FROM FRO14T OF ;o 9 4- GARAC- E TYP. @ S4 GARAG: 8'x7'GARAGEg1OOR STONE 1.4" 5'-8" 1'-8" 8'-0" VENEER 7'_011 1 V-4" op 81_F�A 10- All T.O.M.\4rl T.O.M.- 1ST FLOOR PLAN - UNIT -A 1532. SCALE: X"=V-0" z 7 Lo ZD C? 80 L FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) F- - - - - __ - 3-4- 12'-0" T-O" 00 3'-0" 4'4j" T-110" 2'-8" MOD 25 SH MOD 25 SH 39" x 59" Ila 39" x 59" Aim EGRESS EGRESS OWNER'S BEDROOM TYP. U.N.O. 8'-0" FLAT CLG. s CARPET c 9 0 ;0 17'-8" 64" '0 4'-4" 7'-0" M.C. N R&S 0 0. BATH I 22"x36" 8141 FLAI CLG, ATTIC ET ACCESS C CD -1 CARP C� 1wil 00 FLAT CLG CN C0 to F, (D Ca CN CARPET COX rPW 0 1� I _V_ __J W TYP. 2868 R&S 5 6 E TO 7 7'A. 00 co 8 (0 co 04 60"x --a 10 o? WER PA &D R/A 11 11 % 1 61114, 4'-4" 1 1 3'-4" T-13" 13 LOFT - 19 '9 14 V-0" FLAT CLG. F_ CARPET 15 60 C14 1 to o? TTEMTO"D 0% UP 18 7'A.F.F. A % 1/2 WALL CAPPED 6-4 V-10" N 9'-6" A 7 &D 00 1. LO BATM 2668 CN 0 Er-O" FLAT CLG M.C. CARPET % wic 8'-U' FLAT CLG. C� CARPET . 2668 Cn C14 Ca &D LL ----- ---- BEDROOM 2 R&S 8'-0" FLAT CLG. CARPET G.T. G.T. ;o F.C. FOR ELEV. 2023 ONLY. DOES NOT APPLY TO STD/LT OR MODERN MOD 25 SH ELEVATIONS. - I J J 39" x 59" ) EGRESS 1� E IN T 8 T-10" 74" 71-01, V-4" LO 18'-4" loot 2ND FLOOR PLAN - UNIT -A 1532 SCALE: X"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +2616 -29.1 +26.6 / -33.5 S S EE N SHEET SEE SN SHEET W140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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 112" Gyp, Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-cliameter (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. WALLLEGEND 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 1 ST 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-1 1!/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-111R-13 KRAFTFACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C_.� cc C-A on :P4 LL- ca- CO CIZ 1i -C, .4 Z jig C, CZ r= 2! CD C14 L Or's 0 E No P 87 -33 STATE OF 0 0 011 111Qr/ ON A ""111 Is 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. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Lo 1,4 60 0 0 ;W 2 L� u 0:31 Z. u, , LU 04 0 0 u- -6 g 81 2 C'D a 0 1 .;e A Z; W Cc W CP ZW Z IL Z; U') Z Cl) Z N < cl) 0 d 177 17- W < U) IL 0 < r,- cl� U_ C6 E R 0, g- 0 C, E PS C, Cn ru C: 0 Z _Q_J) A ZZ W 0 125 W C114 Zo Ir- C,� L_ Co 00 CD C%J M 00 LO U) oo 00 0 CN F- ce) CN LO C) CN U-) C=) 05 LO W Z, rl*- C) E 0 Z E E 0 0 'a M 0 a- _J < - a _J )OB NO: 23-13121-13124 '�ILAIL,t AS NOTED SHEET NO. 3 E? F, MIRROR STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE 10'-8 3/4" TOTAL RUN 14'-2" 3/4" PLYWOOD DECKING F. FL. F. FL. OWNER'S BATHROOM SCALE: 3/8" =1'-O" 9 F_ BATHROOM 2 SCALE: 3/8" = V-0" NI S, 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) J1 3 17 12 10 8=L 7 L6 2x STRINGERS i 60 FILLED CELL LEGEND N CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25J S,H. 13 20 X 38 J 18 JX 37 J S.H. 14 20 X 501 18JX 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 JX 71 J S.H. 1H2 27 1/4 X 26 26X25J S.H. 27 1/4 X 38 26 x 37 S.H. 1H4 27 J X 50 J 26 x 50 S.H. 11115 27JX63 26 X 62 1/2 S.H. 11-16 27JX72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36JX 50 S.H. 25 37JX63 36JX62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 � X 37 S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 JX 714 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. ,,--CONT. HAND RAIL [I TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FLITCH PLATE <@>(2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 - 13/4" X 9 1/4" <e>(2) LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.01E Fb=2950 (2) - 13/4" X 7 114" LVL 2.OE 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 7 DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THA 38" ABV. TREAD NOSING METALHANDRA BRACKET BLOCKING AS REQUIRED LJ 2 #2 SYP P T THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. HANDRAIL DETAIL SCALE: 3" =V-0" Stair and Rallina 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 in& or a bevel not exceeding % in&. 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. Handralls: 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 graWability 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. N IL cc V VERIFY AC PAD LOCATION OF A/C PAD THB ------------------------- OUTDOOR LIVING 9 9'4" CLG. A.F.F. zo CONCRETE (o 0 16'-8" 1W. 6'-8" 10 S-10" 3'-10" 4 2'-8" it 6068 SGD ZM F-� oo::� Ell 5-SH F REF 2468 BF �2 V ;o &D to 8'-3t' X-2" 6-7 0 0 DINING �2 KITCHEN UJI 7 9'-4" FLAT CLG. 9'-4" FLAT CLG. 0 Z TILE TILE SINKw/ CD DIW DISPOSAL co I r- - - % FLRG. LINE ir-- - - - V , -- - - - - - - - - - - -1 %. T M�x8WATL 8'-4" 6-0" T-191" 16" CNTR AT 49"-J to U) A.F.F. 1/2 WALL (o CAPPED UP 2 co 3 CY) cv) 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET go 14'-0" 7 80 0<3 (P,_W�01 Mill 10 (G�G TYP. S3 11 12 2x6 WAIL 7'-0" Z-13" 0 4'-4" F- LO C? *NO UPLIFT. -UJ- - - to rPW 0 1� FLRG. LINE Z 00 _.J 2 dPWR. �,Dl� S4 -_ L C-4 � E- -fl-L- - TYP. C� 00 1cl) Cn 08 H1 LL E C14 IX FOYER W.(N " A 9'-4"FLATCLG. 2868 . TILE 00 C? c2 EDGE OF SLAB 2" �o �0 t, 9'-4" BEYOND WALL T.O.M. 7'-4" Z-15" ce) 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER 2-0- 4'-8"' FBC 1 -CAR GARAGE 9'-4" FLAT CLG. CONCRETE ENTRY % 00 U) 9'-4" CLG. A.F.F. b cq ;o CONCRETE rb r- - - - - - - - - - - - - - - - -- L0 >011 >01 XA >01 C? 0<1 % 0<11 03 0(11 0 TYP. @ C0 0a <XJ 60 GARAGE K� S4 ;o 04 =577 �A M,^,, n-�' � A M A el r! STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624. SCALE: Y4"=1'-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: YV=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 J(J)J +26.6 -29.1 ' (Z). +26.6 / -33.5 N SHEET a SEE SN SHEET 140 MPH wiiiiii NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable vvindow 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 2-STORY MASONRY WALL vffl F-7771 I I I I BOND BEAM HGT. AT 10-4- TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.1 F EMMONS, MASONRY PARTY WALL TYP. 2x FRAME WALL L , , , , , 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. EXT CONIC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-1 1/R-1 3 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. .2 QJ% _10 ;-- C2 16 C'4 LL_ C3- cc C= C-4 04 t= C14 4=) C14 CZ> L E C E N �Zl No PE7 750 3 rr: STATE A� OF Z 0 R .",$ 0/ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineees signature and seal. 0 W C'. 0 ad U, CIL 6 m "r M !"i C, U. -2 Z g - 0 0 �6 0) M Z M 8 0 0 W :6.:e C� 5 1 r- o 0)0) -e Co W 3 IL (1) _J Z CD LLJ L0 C14 Z L) X C15 Z (14 < 117-1 W Z! Ln 0 g Ln Ln A LU 71 C�, 0 _J U_ E 0 go a E R . Z "i C', n, C: wo F� N Z 15 0 0 ze 8, MJ C"? 2 M C%4 0� CU 00 C=) 0-4 M :3 T 00 LO Cr (J) 00 .2 W 00 0 C%4 .0 ce) 04 LO Lo 0 0 04 C:) CD 0 Z Z cc E E 0 Q. 0 30B NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: Y4"=1'-0" a.rs 0 m CZ O o Z tl a CM C <O �y m00 N IC O N -W N Z M 61 CL C > E C Z m u = ¢ z 3 ev eo P 0,� . u a> w c o ? a' •A N tip c E ro o a cj 0 M N O N O N E NS AGO••.��G ` No P 7 g p•"• ' STATE OF �lu� ��'r�rlfff111111\\ 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. 0 W 8 8 �S N C5 � G J r17� M LL u. (� r r` LL W ajMR W ad ` M J u- d Y 5-g3 G q� p 0 a Y O 9 WN`° m ��do�Z Z N M Lu IL�p a N Z O U ❑❑❑ W Z N z 00 n z CD 0 g c w � x U c a � S o CZ> M jz z O z W E �p w� > Z R G � U H W z �i O0. z oa j 0 ZK U r O <g K w m co -fir' } $a p (y� U O °z Z F- z( � J O a ^ > z O 3 z� U aIz NF A O ¢ W F z r o r >C.0 T JL� f rn � CO Ure r- L � O M � t— ONO LO T r �G 00 m 00 o - N LID 4C ,� N O �[ _` 1 N O T .. T O z N EL U -i 4 p -j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=V-0" a�►s rii� C - O 01 :6 ' O W o i r m r G u-d (n 04 Z Q1 O y cV Y >t m y OF C ' E = C d v - 4 3 cc �•d co�J2 � C G N dA a E ev o a � 0 M N O N O `�111111l111j/, O ���� P• LEW No * : r �.� • rj.� '. STATE OF • 4Zl 'O• . \ A ORIVP•,•``,`�• A C? Q / O la To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) �N} g V N N C 1Ci J LQ 0 0)�yy N a �z5 WLLW a s Q CJLL LL Z roc :0) 0 = o Lij m � N QOQ � J m W w Z M Z S LL 0 0OOO Z W o z Q a � N U)Ul) z Cn •O �- �N c �N � U • Q N OD 2 M M i LL Z o > H L O ¢ 8 Ow 0 f- 28 g O UO RU K Z Z� c$ E H ` as � w< N N v §z w 00 0, Z~ z z W CIO O o� �OZ NZ m ¢o �LL w� M d' 2I< n0 O- U o T LA T � m � CD (V C9 r L- ICU 00 O M r 0000 T L- �/ / Q T 00 �+ . m C* .� NLn Q N Lin N o rn O 0 Z y ca a U 0 Q p JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. 6 12 4.0[- FIBERGLASS SHINGLES A- rc CORBEL DETAIL 1\.� SCALE: 2"=V-0" FYPON: DTLB4x6x9 9" Ar KEYSTONE DETAIL SCALE: 1/2"=V-0" 12 14.0 T.O.P. r ___r — — — — — — — — — — — — HDR. EU I I VIN 11 OR- FO 'DFH H SH TERS% 9 (Ty 60 to nL1 0 n 10 0 n I 1 0 n�] H no ELL] MOD25SH MOD 25 SH MOD 25 SH MOD 25 SH MOD25SH ,kF.FL. 16" BAND---\ N — — — — — — — — — --us --- — — — — — — — — — CLG. HGT. 1 1 W-1 TEXTURED FINISH TEXTURED FINISH FIBERGLASS SHINGLES F_ I A '\WATER TABLE DETAIL I SCALE: 1/2"=V-0" T.O.R, HDR 00 MOD 25 SH 16" /--16" BAND 19 F.FL,,19 CLG. HGT s ZD 19 -71 L —1 Alf -11 El F-1 L-1 171 F11 L 11171 El _EJ � -71 El L 7 1 _�] E I L -1 E7 oflj PU n I E:1 L] E] E:1 D �. 7] El OD n n iu .- - I i — . I- t I- I — 11 11 1 1 11 1 1 — I I �� FF: 17 L---] L I V_ I --I F.FL. UNIT -A 1532 UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" 12 11_T�_.�_ T_A_ I I T- i 4.0F_ I,-T4- 11 7 FIBERGLASS T� �J__ I T SHINGLES J IT, J___T i T.O.P. HDR. - - - - - - - - - - - - - - - - - 9 00 L__ L:1 9 i MOD25SH MOD 25 SH MOD 25 SH T.O.M. T T I T URED FI�ISH CY) 4,F.FL. ----- t ---------- ----- I ---------- 6068 SGD UNIT -A 1532 - - --1- 11 -1-11-11 'T T� - -1 _ii r�� �_, 3 1 � J T�_ I- -T-7, -T-' t '1' J 'J" 1 7 -7 _T J __T 7, 1 � 12 �4.0 FIBERGLASS SHINGLES 'T T_ A - I 7 t J J i T.O.P.,, HDR 9 50 MOD 25 SH MOD 25 SH MOD25SH MOD25SH MOD25SH F.FL T.O.M, TE URED FINJIH - - - - - - - - - - - - - - - - F.FL 115 6068 SGD UNIT-D 1625 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = V-10" General Notes ROOF CRITERIA: * 12" OVERHANG U.N.O. * PLUMB CUT FASCIA ROOF * PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, or ASTM C1 787 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 C1 787, 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.xl-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 I" 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 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 manufacturers 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 o 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 C1 281, 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. floor asse nbly of ood-frame construction. • At wall and roof in �rsection. • 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 IS, CA C= M 31C cc as cli C%4 C:p C141 C14 L E * 0 0.. C, E N C2 r'l 4. 0 No P�)78 64 rr- -00*% 'STATE OF '* 41 C, To the best of the Engineer's knowledge, informabon and belref, 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 8 C-4 N 0 CS I ! 2 U) u- u� at LL LL Z 0 C,� 0 C� IL LL< Lu Zo S 0 a Z C14 < co bd < 4-1 M Cy") U C3 0 V) zw) ru C31 AWA LL' < C14 LCLD� E 0 Q 8� w (r 00 E ff- Z Z (D t '01 Z CM < co Z6 W Zo M �0 0 0 Mill!-0 U 2 T LO) (D co 04 CO 00 M :3 T- 00 LID U) 60 .2 oo ce) U"> C:) 04 Lo CD LO C14 0 E M T_ i6 0 Z a cc E E -W ca T *0 M CIL 0 0 0 _J JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. 7.1 T.O.M. T.O.M. HDR. 60 ] 2nd F.FL. CLG. HGT. T.O.M. AT GAR. 8" FRIEZE BAND ;0 00 F.FL. 12 14.0 FIBERGLASS SHINGLES J T. -1 -1 a _t -I a _T J J. I I I- I- J J_ 1 _L J_ I I r T_ _T J_ ----------------------------------- ------ ------------ B ------------------------------ B TEXTURED 13SH FINISH 13SH — — — — — — — — — — — 7 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — — — — — — — HDR. TEXTURED — — — — — — — — — — — - FINISH 9 L.) 60 35SH 25 SH 25SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- VV - - - - - - - - - - - - - - - - LEFT ELEVATION - STANDARD D SCALE: 3/16" = l'-O" 12 -------------- 4.0F_ FIBERGLAS: SHINGLES _T T -1 J 1 1, J_ - 1 TYJ I T T T J__ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - ------------------- ----------------------------------- TEXTURED 0 13SH FINISH 13SH 777-:7 to b -,4-16" BAND ZD — -- — — — — — — — — — — — — — — -- — — — — — — — — — — — HDR. TEXTURED In 9 FINISH 50 -------- 25SH 25 SH 35 SH --------------------------------------------------------- RIGHT ELEVATION - STANDAR_D (STD SCALE: 3/16" = 1'-0" T.O.M. HDR. 9 60 to 2nd F.FL.N sk CLG. HGT. T.O.M. AT GAR. 8" FRIEZE BAND ;0 00, F.FL. T.O.M 0) General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 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 txtenor uovering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, or ASTM C1 787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of oorrosion-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 C1 063 or C1 787, 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.xl-1/2" long (3/4"A" crown) staples @ 6" O.C. vertical ly/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 bed 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 barder 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 manufacturers 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 C1 281, 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 C3 c: M V_.N 2 -cx 3t -LD a: CD C14 CD .<4\ .......... \CEIV**- No PE 50 STATE OF A, 0 R ;_'�l A 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. EngIneers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 86 0 "4-42 L-L N 0 (L LU M V CL u_ Z 0 Z 20) 2.8 0 tle C� <0 I W �0: Z GO �; Z LO cl ILW 04 < W (D m 'n Z 04 Ln al LL_ 4 E/3 Lu 0 V) V) z:) < z z cd E 7o < g_ 0 U zo CL E 15 o oo o M o w co ro Z Z E35 3� Ei I z < o A z W C> M to c, .2 (0 _17 F- C1*4 CN co 00 CD C114 M =) Ir— 00 14") Cr W bo 00 0 C%4 cf) -0 04 LO Lo 0 =5 <CN CD U-) 04 o 0 E Z Z E E 0 16 C 0 _J < 0 JOB NO: 23-13121-13124 SCALE: AS NOTED SHEIET NO. 7.2 NON —VENTING SOFFIT NON —VENTING SOFFIT Kill'-%K1 X1=K1_r1K1f1% OrNE717`1 Klf'%Kl X/rK1-r1K1n 01""NITMI ZONE-2 ATTIC SPACE 110 SQ FT. ATTIC SPACE NON —VENTING 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"=1`4' FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER ration Wall SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTAC AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. rk SEE PLAN * TOP OF PLATE TYPE"S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR DeSign MO. U905 Aphl 09,2018 soarl"a wall Rating - 2MIL NahboarbiG Wall Rating - 2 MR This design was evaluated malog a lead design inathad other *an the Lknk StalSS D"100 Method (ea., Working Stffl" D110111911 Method). Parlurladlictians; aunplayling the Llinit Stat" Design Method, "oh as Canada, a lead restriction, facmirsholl be wood - sma quidaJimorlism Indicatassarch prinduMahall bear the UL or CUL Clertillicallian Morkilar lurbialictlarislairipwirl"a the UL arcUL Ciartliketican (duch as Call-lia), roapactivally. 77 �.0 if P. horizont0i Section 1. CArIA -St� BIWJS* Various designs. classification 0-2 (2 hr). Sea Cancimile Slacka category for list or eligible rnaniufadurarr. 2. Harter � Blocks laid In full bed or matter, norn. 3/8 In. thick, of not lose than 2-1/4 and not more then 3-1/2 parts of clean sharp sand to L p ;,t Portland comen (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertic: Jointm staggemV 3. Portland Cement Stocco or Gypsum Plaster - Add 1/2 hr to classification If used. Where combustible members am firarriod in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-1/2 hr. Attached to concrete block% (Item 1), 4. Loome Plamonq Fill - Ifall core spaces am Riled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), wats, repellant vermiculite masonry Ril insulation, or silicone treated perlits, loose fill insulation add 2 hr to cl ... Ii 9. Foamod Plaretk� - (Optional -Not shown) - I-L/2 In. thick max, 4 ft wide sheathing attached to concrete blacks (Item 1) ATLAS ROOFING CORP - TnergyShleld Pro Wall Insulation", �llnergyShletd Pro 2 Wall lnsulatkrn`i� PiratigyShleld OGF Pro and Snergy5rileld Fly Pro CARLISLE COATINGS & WATERPROOFING INC - Type R24 SHFATHF FIRESTONE BUILDING PRODUCTS CO L L C - 'Tnverqe� Ct Fall Exterior, Wall Insulation" and "Enveige"' CI Glass Exterior Wall insulation' HUNTER PANELS - Types Xcl�Clesa A, Ycl 286 RNAX OPERATING L L C - 'ISX-11IS00', "TSX-OSIO', 'The rmas heath -XP', 'SCOMAXW, 'Mairmagheirth -3', 'DUrasheath-11" THE DOW CHEMICAL CO - Types Thermax Sheathing, Ther.ax Ught Duty Insulation, Thernax Heavy Duty Insulation, Thermax Metal Building Boani, Thermos. WhIrtm, Finish Insulation, Thermax ci Exterior Insulation, 7hermax XARMOR ci Exterior I mulation, Thermax IH Insulation, Thermax Plus Liner Pawl, Thermax Heavy Duty Plus (HDP) and TUFF.R" ci Insulation Sok Building Usits - As an alternate to litim. 5, min. I -in thick polVisocyanurate composite foamed plastic Insulation boards, nom. 48 by 48 or 06 In, RNAX OPERATING L L C - 'rhormasheirth-SI", "ECOBASEct', Indicates sech prodacts shall bear the UL or call. Cardficathis Mark for Jurhadictione am playing the UL or cUL certification (each as Come do), respefthrely. Last Uodated on 2018-04-09 GA FILE NO. ASW o9lo I PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1� X 24" proprietary type X gypsum panels inserted between floor and ceiling runners with stool H stud between adjacent pairs of gypsum panels, JNLB) A 314" 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 am covered with 6' wide battens of 112" tYPG X gYPSul1I wellWard or full sheets of 1/2" " X gypsum wginboard Screw attached to the at" ooriponents. Sound tested with 2 x 4 stud wall faced with 112' regular gypsum wallboard each side of assembly ;ind 3-V2" glass fiber in stud space an both sides. Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific GYPSUM LLC ................................ ..... 11" DerisGlast;S Shattliner, 2 HOUR 1 65 to 69 STC FIRE i SOUND X Thickness: 3- It? (Fwe) 11-314"(Sound) Approx Weight: 9.5 Pat Fire Test WHI 49&1290,11-15-94; ITS Design GP&VA 120-()4; WH14W1295,3-15-95; WHI 495-0743 & 0744, 1-28 & 30-06: ITS 310%14CO04M B-30-08; ULR2717,04NK03115, 13-18-04. UL Design U373 Sound Test: RALTL10-291,8-31-10 PROTECTION ROOF PLAN - STANDARD f �SqT D) SCALE: Y4"=V-0" C:11` �w UJ Ga. C-7 cc C14 .0 Co loic CZ LA- 0- cc C2 1- C, C, C-4 GJ to :P Us to -.0 11!ip 0' E No P STATE OF 0 0 R 0 %C> N A 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Iss E 9 cm co (R)8 r- `4 6 F 0 LQ a .14_1 �; co, q -, y) r2 1- W 04 0 cl) 'T _J LL 'LLU z M LL _J 20 = -9 Y, g i . Lu I W C14 is 9 r__ _J M IL cc 0 cl) Z a z 04 I . . < (D U) V) Z-1 Lit. 4-J LU U 0 LLJ _J - I C) C_� < E 0 *01 0 CL z0 8 E ca M M *Z a- z g t z C: z W C2 0z 0 ff n 01 MJ 8 .2 Cal T M 40 0 04 00 C`4 ce> 00 U) oo 03 00 T_ F— o ce) CN In 0 C14 0 LO C:) 5 CN < C'4 CF) ree 0 E :k� Time T_ 0 z E E 0 M _J < 0 _J JOB NO: 23-13121-13124 SCALE : AS NOTED SHEEr NO. 8.1 In. .11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SP A META12 1420(1)PLY 1450(2)PLY 7 - 10d x 11/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 - 1 Od x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 10 - 10d x 11/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/(18)1/4"x3"SDSW0DU5' �W� (2) 1/7'x FTITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD S0qEVV9_&_ K) 3/4"x 6"WEDGE-BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-112" HTT45 5795 5t8' ANCH. /(126) 1 Od x2-1/2 K HD3B 3130 3050 5/8' ANCH./ (2) 5/8' STUD BOLTS TDX2-TZ 3295 5/8' ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 (16) 1/4'xX SDS WOOD SCREWS & HDU4.SDS2.5 w/ (10) 1/4'x2-1/2' SDS WOOD SCREWS & (1) 5/8' ATR M VGT - F 4940 3555 N LUS26 1165/1150** 865/785** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 1 Od x 3" P HUS26 .1320/3280 1150/2780 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 1480/3520 30 - 16d x 3 1/2" HUS28 2950/5090 30d -1 6d x 3-1/2" R MTS12 990 850 14 - 1 Od x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 �11) 111"x3' SIDS WOOD SCREWS & 1) 5/8" ATR EPDXIED W/ SIMPSON LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) SCALE: Y4"=V-0" CCA 0 1 /25/2016 T 1 (2) LGT3 6570-M6960-F4730-M5010-F& I )3/8"x5"TITENHD(2PLY)or MB) 16d SINKERS (a) FRAME U MGT 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT1 5 4240 3730 (28) 1 Od x 3" (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY W MGT - V (2) LGT2 4060-M 4080-F 3500-M 3510-F 32)10d x 34A"SINKERS & (14) TITEN TURBO �2 LUGT2 331 0-M 4040-F 2920-M 3560-F (32)1 Od x 3' & (10) 1 ANT -DEW PLY) or (60) 1 Od x 3-1/4' SINKERS @ FRAME SC R EW-BOLT or (64) 1 Od x 3' @ FRAM E "X" HTS 20 1415 1215 (1 6)-1 Od x 1 1/2" HTW20 1355 1140 24-1 Od x 1 1/2" Spi 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 1 590 1 510 12-1 Od x 1 1/2" HHCP2 680 595 1 (20)10d x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 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 w/ (2) - 16d COMMON NAILS OR 0.128"x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (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 ra SEE SHEET D1 FOR ROOF FRAMING DETAILS RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft ArIM/A mf-"r I ze 2n zr j je ir 10 HIP -35.94 49.57 49.57 49.57 GABLE -38.22 -38.22 -60.99 -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: Y18" EXP. 1 (2y16) or 1%2"EXP. 1 (3�/16) TILE: 1V32" EXP. 1 e2116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE T08d (23/8"xO.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITP AQTRA PlAA7 P1_PQ_WA 1111,1 ill/_- � n I'll"% MAII Q nD AQTRA f:IAA7 0QDQ_AA /11- 11M KIA11 Q 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] :W W 1c: 0�1 LA- 44 Cii, C= cc GO CL CU 0 Q --cc 3: cr- E 0 Cl> C14 C� 04 C14 L %% 0 E IV N o 0 STATE or- 0 A- R ........ * * fd"Ory 6,�_ '"10 1;1 tits". 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 E 8 C) Cn 8 C,4 C14 0 1? — 0.0 *6 0 J:31 "121 W 0) N (L W 49 c:-j a. CC _j LL LL. 103 Z r I Nis 6 W W 0.) _1r_z z &6 OLLI 1.0, Z Q� ce) I IL C1`1 W z b W 0 cl) V) 2 - cl - cla 11) cl C� i!e- 0 LLJ ul Ul U) U C) < 1z g E E '0 0. 'T E z d) It 1z Z ro C 10 z W C§ P 0 Y� !Z5 00 0 (13 CN 0 C_�j co 00 C`4 M =) 'r— 00 60 M oo 0 cv) CN L0 -0 04 C) LO =5 .0 C-4 0 Lo r z E E 0 M JOB NO: 23-13121-13124 SCALE : AS NOTED SHEE7 NO. 9.1 IUNIT-A 15321 NOTE: 0 SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I :(2) SIMPSON HTSM16 STRAPS W/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. [S4] :SIMPSON (1) FGTRw/(18)WS3w/(2)1/2"x5"TITEN HD. IUNIT-C 1�6�2�4] [UNIT-C JUNIT-A 15321 ROOF FRAMING PLAN - STANDARD (STD SCALE: )/4"=V-101" CCA 01/25/2016 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420(1)PLY 1450 (2) PLY 7 - 10d x 11/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY, 10 - 10d x 11/2" 14- 16d x 3 112" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G HIOA 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18)1/4"x TSDS WOOD SCRM9_AND (2) 112'x 5'TITEN HD ANCHOR BOI TS — RFUS 7100 (12) WS3 WOOD SC_R_EW_9__&_ (4) 3/4'x 6"WEDGE-BOLTS J HTT5 4350 3740 5/8' ANCH. / (26) 1 Odxl-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 K Hb3B* 3130 3050 5/8' ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 5/8' ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 (16) 1/4"xT SDS WOOD SCREWS & HDU4-SDS2.5 W/ (10) 1/4'x2-1/2' SOS WOOD SCREWS & (1) 5/9' ATR M VGT-F 4940 3555 N LUS26 1165/1150** 865/785** 1 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 1150/2780 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 1480/3520 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d - 1 6d x 3-1/2" R MTS12 990 850 14 - 1 Od x 1 1/2" MTW12 965 810 14-1 Od x 1-112" S VGT-M* 4940 3555 (16) 114"A3" SDS W0_0D_M'REVVn (1) 5/8" ATR EPDXIED W/ SIMPSON T 1 (2) LGT3 6570-M 6960-FI4730-M 5010-F & (8) 318"x5"TITEN HD (2 PLY) or (52) 16d SINKERS a FRAME U MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8"ATR w/ 12" MUGT15 4240 3730 (28) 1 Old x T(1) 5/8" ATR w/ 12" W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 4080-F 3500-M 3510-F (32)IDdx3-1/4 SINKERS& (14) TITEN TURBO (2 PLY) or (60) 1 Od x 3-1/4" SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560-F (32)100 x .5 & (10) 1/4 xj DEVVALT SCREW-BOLTor (64) 10d x 3"@ FRAME "X" HTS 20 1415 1215 (1 6)-1 Od x 1 1/2" HTW20 1355 1140 24-1 Od x 1 1/2" Spi 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)10d x 1-1/2" MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL, 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0. 128"x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE C� � C EFFECTIVE WIND PF �SSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2- _e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49-57 49-57 -38.22 -38.22 -60.99 -60.99 -60.99 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: Y16" EXP. 1 (24/jr,) or 1%2" EXP. 1 (3�116) TILE: 15/32" EXP. 1 (3316) NOTE: 1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", 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 OUTILOOKER 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. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a4ft a=4ft GABLE ROOF > 20 TO 45 DEG. (4:12]-[12:12] Cv% C%J! C3 CD LU to c-4 zt a) Al W 10, :t 31: a) mg 0: Z., CVI> 2i C14 CD, C"i fro ...... Cj No P 77 C, Z.: TA T_ 0 OF �b A To the best of the Enginee?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 sea) is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat, W a E S C,) 6 3j % LL "0 a u_ LL Z 75 C 0 0 co 0 W W z z IL "o 6 a! LU 04 < 0 C-) 0 110 z W 0 <r U) ul LL 4_j LU C� - A - U — 2 0 Uj E 8 J 1.0 cl'� C`� LL_ E ca- 0 E U 0 WM 0 cc� E . 0� fu S2 t 0 z 00 50 0 0 z .2 (6 C_� CU 00 04 M =) T— 00 LO Cr 60 o co 00 m 0 C14 F— c1r) C14 LO -0 .0 0 CD C14 L0 <04 LC-) E M 0 z z E E 0 FL 0 _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEE7 NO. 10.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DIFE. 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" centedine 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 UIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I zE DUPLEX OUTLET ABOVE COUNTER PqT K)W:.pl WEATHERPROOF DUPLEX OUTLET 1 4:� GROUND FAULT INTERRUPTER DUPLEX OUTLET r'Z:;'-G . F. 1. [Q-- HALF -SWITCHED DUPLEX OUTLET I ah SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE (§) RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION % WIP o ELECTRIC DOOR OPERATOR (OPTIONAL) RCH CHIMES (OPTIONAL) H9 PUSH BUTTON SWITCH (OPTIONAL) �0 PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER awn ELECTRIC PANEL Mai DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR OPT. LAV LAV v IHANSON BOX BOX 3" W/C LAV -r--_ SHOWER 'U TUB/ - W/C SHOWER STUDOR DBIL SINK VENT L 0 "\ 1_ W71 DISP. 21, LAV 3" 1 W/C PLUMBING RISER. SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS- LINIT-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 HEATffR_ AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 LOAD WATTS 0 -OTHER OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st10KWat100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE I Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center �TEOR MA N 1 0_2 0 A P JT /—Serial Cable 3R Power Co. Feed _--� 11 [ #4 Solid COPPER Ground C.O. Intersystem Bonding -7 Termination Per Z. 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. r I L j ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP I GFI Im 0 8GFI P I I nININr. I KITCHEN T-1 FI 0 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 194 GREAT ROOM /,>ROUGH -IN\ FOR OPT FAN/LIGH*T \01 FOYER <.-- DB EN P& Y W 0 L I GVT A S G F I PER SPECS; DB & GFI TO - / ----------- BE ALIGNED VERTICALLY W F- 3: W Z 0 IC4 W Ft d W 0 > __j qEL — _j rA .1 UPSTAIRS t GFI @ 44" LW..H. A.F.F. 0 GARAGE GARAGE LIGHT AS TER SPECS \-,,, GARAGE =li�51DOOR GFI r ----------------- 1 1 1 1 W Z LLi j > LLi COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532. SCALE: A"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS F_ OWNERS BEDROOM /,>ROUGH -IN FOR OPT. FAN/LIGHT IN11 0. BATH BATH 2 '11;� �, 7 WIC 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. ---------- /P __w I C V_ - ---------- \LOFT S.D /,>ROUGH -IN FOR OPT. FAN/LIGHT \BEDROOM 2 L_ - . - - — __1 2ND ELECTRICAL - UNIT -A 1532 SCALE: X"=V-0" C3 C2 2C C= M CL a E CJ > E Cc C) C."I cli C> P11 L E E d IV&` Cj No 750- C) - STATIE OF % 1-v A L To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M�1111 a All W E 5? 8 04 (0 60 LU 04 C, LL tL LL . =C0 Z cd 0 M 0 = X 0 'Fo 04 M Z LLILW L0 Z -C4 0 Z CD a) 4-J 0 V) U d U_ 2i E 0 E u C, 8 E 0 t W Z C C W MO ff Z Z Cl> A 0 0 L I ,-(6 F_ C�4 C_� CID 00 C`4 00 LO W 50 co 00 4_j 4-J 0 CN E 0 C� C:) 04 Ln C:> 01) < C) Lc') N CD E M 0 Z r_ M E E 0 2 4i 'D - M CL 0 M :�o 0 (D _j 30B NO: 23-13121-13124 SCALE AS NOTED SHEEr NO. ELECTRICAL SPECIFICATION 3" VTR NOTES: 3" VTR JIL JIL_ ELECTRICAL CONTRACTOR I MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT OPT. FIXTURES SHOWN ARE FOR LAV LOCATION PURPOSES. LAV HANSON OX B OX 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. 6. 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. R315.11.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range Is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY Lzns.. FEF DUPLEX CONVENIENCE OUTLET I A!�, F95c DUPLEX OUTLET ABOVE COUNTER I 0=�.. F1=1'W.p. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE KI HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS AA 3 ITT, TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN '11W 11 EXHAUST FAN/LIGHT COMBINATION MD ui_� ELECTRIC DOOR OPERATOR (OPTIONAL) FC�H CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT ___ - I I W/C LAV _T-� 'i I SHOWER Q f UB/ W/C SHOWER STUDOR VENTT L.,j DBL SINK W/ DISP. L�V I W/C PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS- UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 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% 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTTJ AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP 0 TERMINAL BOX 0 TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN 0 0 150 AMP 150 AMP 0 0 150AMP 150 AMP GROUND 1/0 CU. TO BUILDING STEEL C.O. U 2"PVC: CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17 LOCAL CODES AND THE LOCAL POWER CO. IM DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT Wp GFI I AW W! �L. 4 �� 151 a (U) (U)GFI DINING KITCHEN �Fl GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK INS GREAT ROOM /,>ROUGH -IN\ �H' FOROPT. FAN/LIGHT \01 -> FOYER441 R GFI L A.F N-------- I- - ly 3\k T AS' (0) S C Sn PECS DB 0 UPSTAIRS 4" .F. 0 IGARAGE GARAGE LIGHT AS \�ER SPECS GARAGE *DOOR GFI r- - - - - - - - - - - - - - - - -- Z LU 10 Z 06 I i I-,- I[L F- A 0 W W _j I!> I I I W COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y4"=1'-O" 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 2ND ELECTRICAL - UNIT-C 1624 SCALE: Y4*=1'-0" en C14 CR ca 3C ft ZL= C- — trs %% L E fb 4��, -0 ..*\cEN No P t 0 t :1Z 53 STATE OF _.:/iIJ OR\0�. ... , 0 N A I. To the best of the Engineees knowledge, information and belief. the structural plans and specifications contained within these drawings cm ply 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. E 8 C', 0 1 U) r- L, W s M Z U. LL 50 0 0 0 C3 IX W :3 C� 63 CF) Z Lu Z IL C-%l a , Z W 0 M V 13 CA 0 LU V) ::D E 8 1 < MID r- CM W U_ E E L K 0 wo c3 E C.0 M ou < 1 i Z . .9 t WE % CO M C t 0 Z M Q) W 0 Z W W C) M MjCl) LO co X0) F- T M CN C,� CU 00 C:) CN =3 00 60 00 :3= 0 C`4 (y) N L0 7= C) 0 N N In C�l a) M 7!t LO 04 0 CU Z E Z E M (L _j C JOB NO: 23-13121-13124 SCALE: AS NOTED SHEE7 NO. 11.2 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 R3114.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY 1_� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER F�F K 31 --W. P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET K)G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/ILIGHT COMBINATION MD ELECTRIC DOOR OPERATOR (OPTIONAL) a; -_a FC—H] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) pVj 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER awl ELECTRIC PANEL —2*-1 DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR r LAV _r--, 1i f UB/ - W/C SHOWER LAV 3" VTR OPT. LAV LAV _L1 W/C SHOWER - 3" STUDOR VENTT Lrj DBLS'NK W/ DISP. Vael PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS - UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1 �00 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 LQAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 Ist 10 KWat 100% 000 BALANCE OF WATTS AT 40% 9464 P7104E AIR CONDITIONER — WATTS AT 100% 1 I HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOADWATTS -- 240VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP 0 TERMINAL BOX 0 TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN 0 0 150 AMP 150 AMP 0 0 150 AMP 150 AMP GROUND 1/0 CU. TO BUILDING STEEL C.O. 70 2" PVC CONDUIT WITH 2 �00 AL - 1 #11-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17 LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING 1\ A INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT' Wp GFI I AK I DINING KITCHEN F qrl I AnI 'I 0-0- C - - GFQ SWITCH FOR - DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT 1'�'\"N.>FAN/LIGH`T < FOYER`�, DB �B ENtRY WID 0- LIGHT AS UO GFI& PER SPECS DB & GFI TO ---------- BE ALIGNED VERTICALLY __j r (�F-L — rA I UPSTAIRS [ GFI @ 44" A.F.F. 0 IGARAGE I GARAGE LIGHT AS TER SPECS GARAGE \=@DOOR GFI r--- - - - - - - - - - - - - - - --- LU Z i-E Uj _j > UJI COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: A"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL OWNER'S BEDROOM /,>ROUGH -IN FOR OPT. FAN/LIGHT v 0. BATH BATH 2 11;�1.7 wic LL---------- L____ 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. ---------- �/p �_-L-WIC Al LOFT /,,>ROUGH -IN FOR OPT. FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL - UNIT -A 1532 SCALE: X"=V-0" C17) C14 j%J1111ij:11 1r C:� N. L E I%N ....... 0.- C) EN** No PE78750 STATE OF fu n R % C. 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these dravAngs comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E S c-4 0, 8 R C-0 C-1 N 0 4� D CWo _0 ce L� ('40 - a. uj C') V Z 0 W W 5 04 0 1 co (1) cp . - Z Z IL OD & 0 . c) Z U) 04 a Z < d 0 W < V) .8 a) (D 5 4-j C�; LLI I U DV) 0 V) Le E C) < 0 C, C"I E 0 W3 8 E Co C M t ZZ 0 M 0 L CN 0 C_� C0 00 CN ct') 00 60 oo :3= 0 C'14 F— cv) C14 L0 C) CN CD Q LO =? CD Lo 74" 0 0 E T_ 0 Z LD a. 0 _j CU a 3 JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. IM OUTDOOR LIVING L L — — — — — — — — — — — — — — — - - - - - - - - - - - OMM -------------------------- OUTDOOR LIVING DINING KITCHEN KITCHEN 01 r--- L --- JE11:1 OL—i IL---------- ----------- A GREAT ROOM OUTDOOR LIVING MW Iwo 004 'i# #9 X"A 004 X;0 ON" '#4 ON f#.4 iM, 0 KA DINING N DINING in-00 =08 OUTDOOR LIVING re sLa me R! 2v, ,&N DINING GREAT ROOM METER BANK (SEE ELEC. RISER 22 18 DIAGRAM SHOWN ON 99 :1 SE UNIT ELECT. PLAN) KOS, 0XV 09i Aff LnA iiiiiz-5 i_.' I -------- Ong Mol owl 00, on, 00, owl Mol on, 00, on, WN, 011 Mol on, OM, 011 :001, 0:1 PROVIDE AMIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES 0-0-Ar 0 1-CAR*'GARAGE UNIT -A 1532 --------------- 7 1_. _wv:i WWW 1 -CAR GARAGE F— UNIT-C --- 1624 r- — — — — — — — — — - % — — — — — - L�� 'H 0 1 -CAR GARAGE -,ENTRY ENTRY- r------------------ I Lwz 1 -CAR GARAGE UNIT -A 1532 � 0 M ENTRY ----------- 110 Oil M,1.3 ELECTRICAL SERVICE PLAN SCALE: X"=V-0" L.0 W_ C= Cc C-2 -a cc= 44 " " CA CD Cz to — 04 — 0) Ile 3: cl, C5 -�5 G 3C cc awl CU CC ca CL CD C14 C=) C14 C' E IV No P STATE OF iz�, To the best of the Enginser'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 beadng Engineers signature and seal. E S CA, C4 6 0 : 4) - C.0 u. lu" '4 NO' L5 �" LL z -Y 0 M r 0 2 W '0 M Co Uj W Z oo C; 0 W L0 C' z LL (14 < a d 0 z 0 v 63 (nv) Z q 1 0) (D L.0 U 0 V) C3 V) - , U L4J 01- W z iw LL_ g E ai E U 0 C/> 0 Z z aw z z E z ZR 0 3r: CD 0 00 C%4 M 00 LA-) Cr U) 60 oo ce) C`4 LID C14 0 Lo CN 05 U-) 0 z E 0 0 < 3) JOB NO: 23-13121-13124 SCALE : AS NOTED SHEE7 NO. 12 <� QUM< O<K:�, TYPE DESIGNATION REBAR AT TOP GENERAL INSTALLATION IN TES F = FILLED WITH IN. (1) REQ-D 1 . Provide full mortar head and bed joints. GROUT / U = UNFILLED 1 12" 2. Shore filled lintels as required. R RECESSED 4 EAR 3. Installation of lintel must comply with the architectural and/or structural drawings. -- 0 4. U-Untels are manufactured with 5-1/2" long notches at the ends to accommodate QTY. OF #5 vertical cell reinforcing and grouting. REBAR @ BOTTOM 5. All lIntels meet or exceed U360 vertical deflection, except lintels 17'-4" and OF LINTEL CAVITY -90--C. M. U. longer with a nominal height of 8" meet or exceed Ull 80. 4 6. Bottom field added rebar to be located at the bottom of the lintel cavity. LU = 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. ts t- 16- EB/1 T -j 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 2 `4 A 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 GROUT 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. tNOMINAL. 11, The exterior surface of lintels Installed in exterior concrete masonry walls shall have QUANTITY OF --#5 REBAR AT a coating of stucco applied in accordance with ASTIM C-926 or other approved #5 REBAR AT WIDTH TOP 0 0 BOTTOM OF LINTEL CAVITY coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) NOMINAL- 0 ��PROVIDED BOTTOM REINFORCING loads shoud be checked for combine loading with the following equation: HEIGHT IN LINTEL Applied vertical load Applied horizontal load + <1 7-5/8"ACTUAL t (VARIES) Safe vertical load Safe horizontal load .0 - F'NOMINALWIDTH MATERIALS 1. fc precast lintels 3500 psi. 6. Rebar per ASTM A615 Grade 60. 2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade 3. grouted per ASTM C476 fg = 3000 psi wl 7. 270 low relaxation. 4. maximum 3/8" aggregate and 8" to 11 " slump. 7/32 wire per ASTIM A51 0. 5. Concrete masonry units (CMU) per ASTIVI C90 wl 8. Mortar per ASTM C270 type M or S. minimum net area compressive strength = 1900 psi. H N 0 0) 0 0 8F8-1B/1T (k 0 0- 8F8-0B/1T 9) f D 8RF14-1E1/1T8RF14-0B/1T 8F16-1B/1T (b) 0 8F16-OB/11T .0, U " U-- --'� 0 0 81=20-113)"IT 8F20-013/1T nD nD nD nD nD nD nD CD) I 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'.0" Cl Cl 10 0 0 8RF6-0B/1T to 0J 8F20-1 B-2T 01 (V) 11-'%� 81F24-11B)"IT 8F24-0B/1T T (9) 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 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ*D- 1-1/2" CLEAR uJ 6 C.M.U. Lu 0 uW, REBAR AT BOTTOM Z X Z MIN. (1) REQ-0 < 7, LL �- CC 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications (�)MIN. (�)MIN. (�)MIN. MIN.(� MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=V-0" 001111 UJ = C= g co 92. 4J C12 CC C-4 CC C2 CC C2 t5 -ai: C"> C14 C14 C-4 N 1.1% p�- LE o -% c E Ns C 0 P,971 3 5-TATE OF 10 <CIO* n A ':Z:' \ % .......... C', % A To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fiords Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W C) 1) C:5 0 U) LL NO CUL, Lu Z LL Z --d- 0 `ffi c: 0 0 W M ct" :e = M to-) W Z Z 00 Z or LLJ Z E W :2,- Z6 <C Ln C A Q) 0 in , LLI V) C�-- < E 0 Ze E < oo < Z CO W C: Z Z wo 9 Z (3) zZ U, W C18 C, M -4- 0 co 00 CN C.'r) 00 L0 C37 60 co oo 0 C%4 F- M C14 L0 -6--t 7= .0 0 0 C14 LO C=:) =5 < 0 LO E 0 Z r- cc E E LD M CL JOB NO: 23-13121-13124 SCALE : AS NOTED SHEE7 NO. L 1 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 PREVENTINSECT 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 11 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 (1 524MM) 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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 TR11-114. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEADLOADS: 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE"C", IMPORTANCE FACTOR"I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-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. 3" 2- 1 Y2'. Y4 " CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C+P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L,O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 12 ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8- OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) F THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1 -"A permanent si n which identifies the termite treatment provider and need for re -inspection and triatment contract renewal shall,be provid6d. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrriAption/s sgstems includiwli risers and grinkler, sp y hea s shall n t be installed in V-0" of the building side wall. 4. FBF-R Rq1 8.7- To provide for inspeption for termite infestabon, between we I 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 n;iinf 11 occurs before vapor retarder placement, IV retreatment is requir 9. F'C-I�eRr3lm861 e �e5d �70nrcretxe ov r and mortar along the foundation perimeter a a erp& I must ter or soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-1)" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vprtirl chemical barrij?r mu$t be install?d after construction is complete, including andscaping and irrigation. Any soi disturbed after the vertical baffler 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 buildin epartment by a licensed pest control company before a certificate of occupancy willa issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS CONST=RUCTION WINDOWS AND DOORS 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.C.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS, BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C-111 2'. Uj C C-.4 L1_ CA cc = C-4 CA tj 39 3; Cr. -0 CL. CD cvl� C�l CN C�! foo, L Ivs No STATE C F R To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the dravAng pages bearing Engineers signature and seal. 9) W 1;2 0 L 5 o 6 Cc, ft 4=0 ud r� 0) P2 L� U-j 0- 9 Cj) ! CQ LL CD Z CLL LL :2.6 - Z0 iii r 0 0: 02 co Lu W T W Z 6 �_, Z m aC1`1 Z < W Z! E :Z < U) Ul 43 0 (1) +_j 0 in U J U g C"I __j E _Z a F_ ru CL 0 00 , 0 Z 1:, E 0 t ra XW, W2 .0 Z _j Z (0 C1*4 ca C_� co 00 C%4 M 00 00 M 00 :3= 0 CV) C1*4 LO 0 04 CD Lo U-) E 0 Z Z E E 0 C a. 0 < JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%11" CROWN) STAPLES@ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 100-011 TANK -LESS W/H CORNER OF 7 HOME H C G GARAGE SIDE 0 0 0 01 51-011 STUB -OUT FOR r 0 U GAS METER 0 0 0 C,4 - - - - - - - - - - - - - - - - - J - - - - - - - - - -- - - - - - - - - - - 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. 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (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 211 X 411 @ 24" O.C. (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6f' (2) 16d TOENAILS 2" X 8- @ 24" O.C. 111-01, (2) 16d TOENAILS 211 X 10" @ 24" O.C. 13'1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOE -NAILS *TOENAI NS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). L CONNECTIO SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BC10JOist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" 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 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 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 1 Old nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* considerafion. Check local building code for appropriate details in One 1 Od box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 1 Od nai Is Squash block ECTION @ INT. BRG. WALL (2x4 minimum) S N.T.S. Bearing wall, Versa -Lam LVIL or Glulam Beam 10( sa;Larn LVIL or KNOCKOUTS) ALLOWED MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch (see 1, 3ch\,,J;; T 2K or drill flanges I it FILL CELL-� STD, 900 HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od NAILS TYP. STD. 900 CONT. #5 LU GIRDER TRUSS CONT, #5 HOOK BAR 2X TOP PLATE BAR F F #5 CONT. FROM FOUNDATION TO HIGHEST 7F-11 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIORIEXT WALL SEE PLAN FOR MORE INFO COW. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION _1 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 @ INT. BRG. WALL N.T.S. 1/8" min 2" mi n. 2" nI }Small gap 4" max. i Web St-iffener 5-a—stener Schedule 1 Joist Bea4n_f(q5;@tion —A Series � Depth I End i Intermediate OL9-1/2": 2-8d 2-8d BC15000S 2-8d 3-8d -_ - 1 14" 2-8d 5-&F Clinch nails 9-1/2" 2-8d —2;!d__l when BC16000so 11-7/8" 2-8 8d possible BC16500se 14" 2-8 5-8d — 16" 2-8d I - 1 11-7/8",, 2-8d 3_Md BC1 14" 8d -8d Tight fit 16" 2-8d- I 6-8d ------ 1 5 1111-7111 3-16d 3-16d 2x4/Plywood/OSB web stiffe ier 2" min. BCI 90so 14:: 5-16d 5- 6d 4" max. required when indicated or 16 1 6-16d 1 - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - 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.* IFWhen joists meet over wall, provide 13/4" minimum bearing for each. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. 177-77-S I In -J 77 A ROUND HOLE MAY 6117],�� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES 2" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 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- 11 nails. Install fight 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. 71 z1/4"-2" gap Backer Block I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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 stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet eb stiffner as height requirements 0 6 X Joist depth I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT I.0 SIMPSC w/ (22)' NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUSIHUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 META1 2 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ': 4: " SEEPLANFOR--' 44 .411 FOUNDATION INFO 4' STEM FOUNDATION F-GRADE - REINF. SEE PLAN r lrvi� 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 A 0 (WHEN SIMPSON H10A REQUIRED) wit (18) 1 Od x 11/2" NAILS I OA 1 1 x /2- 5# UPLIFT= 1015# TYPICAL SIMPSON H10A IN-STALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE mill"Ir- 1 1r`r1%1rlr% A 1 _rli 111`111111 1 r1k lim PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" 1 CENTERED @ P PE PLUMBING LINE PENETRATION I --a : 4 0 V4 -71 4 4 A SEE FND. PLN. SIZE & R PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 N-0 141 A Av ef- J= 4 4 —IIF SEE FND. PLN, SIZE & REINF. U2 :0. vi .2-: !Es cc C%J CD L E % % .......... E tv -z' C� - No PE7 STATE 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 Englineer's signature and seal. A�IIIIIII a W S �J 0 OD :3 LO U , - W i;, a. W , u- I o. 52 u__ . � 0z :�'C;; �03 z r_ cc 8 R 0 ig -Z C� W r, .92-. 3 p w z z 0 w Go Z� z 0 X In C, IL LL IN .. < z 0001 1 W — 03 F N ;71 § C1Q) (D 4- ra CD - -a U — 0 V) V) I , 0 -9 Offit A z E ca- C) E U 0 0 U z E E 8 nz: 1< W� t M 0 H C, z 0 N .9 2, >z 20 z <0 W 0 03 C E2 F_ CN M C.0 1 CN 00 co =3 00 CT Ae 50 0 00 T_ 0 M CN LO .0 04 0 0 Lo -0 N C14 < LO CD V--- V 0 z E E 0 M M 4) CL T _J JOB NO 23-13121-13124 SCALE AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 __1 VARIES (TYP) 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-J NAILER STD. 90-HOOK (SEE DETAIL V _2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-O"(R302,11) 16d TOENAILS T & R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT - ON W 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM AR—L imfflll Iff '121 lama'. F—HE ,14 1. 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 WALL w/ OUT UPLIFT ( GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � (;.-I -ALUMINUM DRIP EDGE -ALLIMINUM FASCIA -2x SUB FASC [A -SEE STRUCTURAL SOFFIT SHEET SS 8"W%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ �_Ir 1/2" GYPSUM WALLBOARD!�� PL U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4'W" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL ,A.R S MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR P MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 40-/—NOTE:EXTEND Wl.4XW1.4 WWF OR DECO FINISH 4" to 6" TIBERMESH" BELOW GRADE 00 0? 6 MIL VAPOR BARRIER COMP. SOIL. 1% (COMPACTED TO 95% MODIFIED PROCTOR ASTM D 1557) 3' MIN. CLR. (2) #5 REBAR CONT. 1-4- (11 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 1\ �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS� "T ;e T 41;1; 4 4 4 SEE A/S3 OR J/S6 -T FOR REINF. INFO. 3" MIN. CLEARANCE 1 f4" (1 STOR, 1,_8" (1 STORY w/ DEPRESSED SLAB OPT.) Vf8" (2 STOW GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) 2x4 CONT: GARAGE DEPTH VARIES I I GARAGE SLAB AT STEP �B SCALE: 3/4"=V-0" QS 3 _7VAr__ 15;ZF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH __x \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE 1E B N L G P E E T RO 'X M "T B R L, t,E A SE CO (12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. ) '0 C SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ ,.,--2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 V-01" (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING W-101" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12"TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (110) 1 Od NAILS 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS /211 X6x6W1 * 4 x W1.4 9 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" MIN. WWF OR FIBERMESH ELEV. 4-3 1/2",gK 0 A. F.F. \" Li ,v W9 _j _L_ 1/2"(min.)- 4" A ly 1/2"(min.)- 4" m i n.). 7 4 ;0 ;0 � I I . - r3l /2 (m i n.). - 3 1/2"( 4 F r 1: I� (2) #5 CONT. 5� (2) #5 CONT - 4" 1-41 81' 4" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL 0 STEP 0 SHEARWALL rc"� �C_v rc C "SHEAR WALL" SCALE: 3/4"=V-101" S3 ) SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. _4 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 00 01\ LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C M U FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"x P'.T'STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1 U-101" (R302.1 1) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 2K ADDITIONAL INFORMATION SEE CC/S3 OR V4 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 'OR "J" 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 NOOK DETAIL SIMPSON SP1 w/ (10) vv' SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 3 (IF NO UP LIFT ON '31 WALL SEE GG/S3) Av 1 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (110) 1 Old NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR R 3500#, MIN. TENSION 2600#) w/ (10) 1 Old NAILS x C4 P.T. PLATE FIBERMESH -I WEEP SCREED INSTALLED BAR ;5 x LU BOLTS 6" MAX FROM FROII� 1 AT END OF 2" x PLATE _`,� x 6 W1.4 x W1.4 F6 WWF OR FIBERMESH TYP. -----2x ASSUMED FINISHED ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 LU L 1P A �GRADE E A b t, " 0 -r- 4�0i X _j #3 & #4 LAP SPLICE x a. -Y= 60ksil Cn MONO OR STEMWALL----,, :2� Cn I_IA I- * X FINISH GRADE GO 2 25" MIN. LAP [30" MIN. LAP] I x % . I> 1> FOOTING MONO SHOWN FOR CLARITY 00 6 MIL VAPOR BARRIEW P=.,Tmz t> R 00 11 R 17/8" K ULI LU 7k_� I1:_ - U g #5 REINFORCING BAR #5 LAP SPLICE I < < n ��_ iv—, NOTE: 7 017� *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 7= 95% MODIFIED PROCTOR ASTM D 1557) 4" 1140, FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH (min.) 4"---, A., GRADE rr+, ;0 1 p�j ��M I _M 1) #5 REBAR w/ OPT. 1[f f iLU SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" � S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS E Cl) MI) r . 0? 4 4" A+�,. 2 SEE AIS3 OR J/S6 Mm FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STqRY) V-8" (2 ST 9 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB 0. - CONT. BEAD SEALM -01, 0 _j < INTERIOR A. -3 1/2" CONCRETE NAILS W 11/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB--. ;0 504 �I ii Cl) 6 MIL VAPOR --- BARRIER tz) ffD UUrq 1 — 11 1 . I . 36- MIN. LAP [36' MIN. LAP) ON 3" CHAIRS 7% 10" (TYP.) 8" 8" '-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT K" G� SCALE: N.T.S. SCALE: 3/4"=V-0" �3 EE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN A A C) C� (2) HTS20 FOR STRUCTURAL 41 BEAM SIZE & A CONNECTION INFO ,-2x4 P7. PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE AIS3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. C0 Uj SCHEDULE OPTION #1 COLUMN LOCATION cr SEE TYP. WALL SECTION FOR ADDITIONAL < SLAB INFORMATION > SEE PLAN FOR STRUCTURAL LU COLUMN SIZE AND BASE 2i Uj III CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-101" 1,� �3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"xT TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 181D1 ��-11/2" GYPSUM WALLBOARD U.N.0 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STE EL MAT REINFORCING. ON FLOOR PLAN LU LD SIZE VARIES PER PLAN CONT. BEAD SEALANT LU wl MIN. (2) #5 VERTICALS 9 2 GBADE _j FILLED SOLID (SEE PLAN FOR F- 6 x 6 W1.4 x W1.4 Uj Uj SIZE AND REINFORCEMENT) Uj _j WWF OR FIBERMESH LU M) Uj 0 BRICK PAVERS or SLAB PER LU 0 LU U) = 00 0 z z 0'-0" FIN. FLR.A COMMUNITY SPECS U- < N---FOOTING TTPI I M-L%lyr� u-Jj 0 14-114" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" � �S3 BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) .4% SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE I TAPERED COLUMN FRAMING I'CD12 PATIO COLUMN FTG. DETAIL � �N SCALE: 314"=V-0"\,� SCALE: N.T.S. �3 C-4 �w LU .0 E! _= " X: CC c-, vZo C-4 C, cz cm -M Eg CD I oil, %%%tj%j L �, / , 1,1P I ...... 0 C, E N" - Is, No PE-787co 787co ST A 0 - % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 9 C,4 6 S' 0 A- — 20 .0 u. rL_0 Iz LL , N 0 0. uj u_ CQ u- 0 C., W A CP 1:: z Ci 0 W z z 0 X IL a < 00 z 013 W U) u_ M 0 LU V) A M U 8 fl, (n I < ocal z 0 U_ ce E �5 ZI P ca. 0 E u E=3 E w 0 < (D 0 CJ3 '0 z 0 M 0 0 .2 (0 C",4 C.0 N- C_� 00 C%j M T- 00 LO 50 ca 00 +_j T_ C`4 0 Lo cr) =? LO W 04 Z, PI.- E M 0 E E LD "a M 0 0 "a M —1 < a I 0 _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEEr NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 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 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 7 5/8" 8" 7 5/81, 8" I v —SOLID AREAS ARE F1 TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR FACE OF BLOCK WALL IS 2 1/4" 11 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL K I0jR 32 J/ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN V RIE5 2x BOTTOM PLATE W1 (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 TYPICAL WALL SECTION SEE ELEV. ,,,,,,—SEE PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D _2x BLOCKING @ MID POINT EVERY OTH ER STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING ::;N FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ -1—= S 90A TD. 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 BLOCKING (TYP.) '--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/81, 8" DOOR OPENING DOOR OPENING TO DRAIN A3 ct 01 - EXTERIOR F1 WALL El WALL CLEAN -OUT F1 SCALE: N.T.S. �4 1ST COURSE 2ND COURSE v 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRYLAYOUT D� � �4 SCALE: N.T.S. � �4 KNOCK OUT BLOCK -W/(1)#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT NOTES: (DFILL 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N,T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL -- MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE \ U.1 > 4, 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) T RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE -DETAIL 96 3/8" 8811 71 58" 41" 34-1 d6 3/4" 101, 31/2% SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. !k 40URED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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. 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK Ko"�K SCALE: N.T.S. � �4 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 11 - 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' 1 (2) 1 (2) (2) (1) LSTA30 (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"xl 0" OR GREATER HEADER 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS 0 OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAI SCALE: N.T.S. 12 (TYP-) SEE ELEV. I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 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 WATTE�R RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING Lu O/C FIELD 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" WEB NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT ADMENT I O.C. MAX. PROVIDE P.A,F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. F MOISTURE BARRIER ROOFTRUSS SEE A/S3 FO R STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 'nMT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- H I W1 STD. 900 HOOK IN K.O. BLOCK v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS uu"' W' r�TE WIDTH THAN I OF Top P 'o PSPN'16Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPL $k* SPLICE NAILS TOTAL) EA. SIDE OF E SP 4 SPLICE STAGGERED SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. 14� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 ] P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON Spi SIMPSON SP4 RECESS SIMPSON LINTEL SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSC SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALLrj SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN. SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. 1 & NUT OXIED A.T.R. I & NUT 2X8 P.T. BOTTOM Pr TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C IMPSON P4 SP4 " 2X8 P.T. BOTTOM PLAT I E , 5/8"X10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED STAGGERED F__TA INA NA TRANSOM FRAMING 0 0 BEYOND. - -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 rE & 8" O/C FIELD \, �4 SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2X6 WALL, USE :-PLYWOOD SP8 FOR 2x8 WALL) SHEATHING e SIMPSON SP2 w/ (12) 10d NAILS MASCINRY-- o * SIMPSON SPI w/ (10) 1 Od NAILS WALL BELOW 5/8"X1 0" J-BOLTS @ 24" O.C. I MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATEI 5/8"DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. C%j 2-1. 22 -z-: 12-r- cm 4j CL C:) Cc 02 c. Us C'4 ED 12-!5; E Cc CL. E cj N �'. I EF 0 C, E /V No PE 5 X A ST' TE OF To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings oomply 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 T E 8 4 N CS cm a, 0) - 0 � § �; w c� r- to C%l 0 '7! 1 .4 6' u_ Z -6;; 0 z q 0 t 2 0 9, LU 8200 z z 2 �; Z6 !."u &W (�:� a (N z 0 0 Or 71 W Q) V) (LI1 4-J (D J_ i 0 B co E 8 I 4 1� C__ < 2 -A z cl�- U_ E < E 8 18 E U 0 C -5j E "o O� Z' a�? 0 1-0 z 2. 47 �0 I cl� t-2 0 �r 0 zi� C T7 LU co 00 If— =3 00 LO Cr U) 60 o 00 4_j 4-a 0 T_ ce) 04 LO .0 0 C14 C� U-) M U") E M z E M C C a 0. E &..; 'a 0 0 'D M 0 _j < 0 - r_ 0 _j JOB NO: 23-13121-13124 SCALE AS NOTED SHEET NO. %54 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (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 SHEA-THING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS �:� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 21vF 45*± W 45* SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE 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. A L SS EACH JOINT wl (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d 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 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" OIC CORD ATTACHED W/ (2) 16d TOENAILS �J7 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD A EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING� _ DETAIL 2"x4" CROSS BRACE-y� APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDG E FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/1 @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & I BOTTOM ATTACHED "I (2) 1 6d NAILS W/ (2) 16d TOENAILS \ . . 2x4 PANEL BLOCKING @ 48" I I :::T __�_ ��'< 2x4 "T" ON TOP OF PANEL RI OCKING---�' O.C. FOR 2x BLOCKING WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C 2x4 "T" ON TOP OF PANEL T INSTALLED PER MANUF. . . WEEP SCREED ?L @ 48" O.C. I FROM EA. END TYP. TOP & B0770M BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " MOISTURE BARRIER 1063" @ 4" O/C )C 1/2 x 8 J BOLT @ 3 . . MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. 'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH NOTE: IF EMBEDDED & (4) 1/4' WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" STRAP MISSED VERTICAL ECTION rT� TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE � �5 1\ �5 2x4 #2 SYP BLK'G @ 16' O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP Cl) SEE STRUCTURAL---,,,,, CHORD BLOCKING to NOTES AND NAILING INFORMATION 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL W/--J/ WOOD TRUSSES ill 2 00 114. 00 (2) 16d NAILS 2"x4" CROSS BRACE ---- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 9 0 EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSSSPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 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) 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 TOE NAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD_'*'� SCALE: 3/4" V-0" SEE TYP. WALL SECTION FOR �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 ADDITIONAL INFORMATION. SCALE: N.T.S. 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL % (2) 16d PER (2) 16d NA JOINT --------- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. L�_A �M GABLE END BRACING DETAIL 12" ALTERNATE NOWDROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" 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 I BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,,,,,, --2x4"T" BLOCKING @ 48" O.C. -1 6d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4-1 O.C. TYPICAL GABLE TRUSS WEB --J DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4' O.0 TT'� TYPICAL W :4� GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE N-T q S5 DIAPHRAGM BLOCKING @ 48" O/C I /-GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP P TE NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) FASTENED WITH (3) STUD WALL (SEE TY SEC.) 16d PER SIDE SECTION SECTION r4 LL SCISSOR GABLE "T" BRACE@ SCALE: N.T.S. SCALE: N.T.S. 1\ �5 AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES 1" 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. SIMPSON HGAM 1 OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO : TRUSS BLOCKING & (4) 1/4"X2 3/4" /r-JACK SEE PLAN FOR TITEN TO CMU - ----------- ---- :��.,qONNECTION 2x4"T" ON TOP OF PANEL-j BLOCKING, FASTEN WITH L 2X4 BLOCKING W/!' 1 Odx3" @ 4" O/C (2) 12d TOENAILS r9 SECTION SCALE: N.T.S. \�, �5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 'L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" OIC \-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E 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.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 0'0" - 3'-0" T-0' - 6-01' 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2 x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. L q: q: 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 rL�� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION am 1W_ :�w CD :P' Wj 0 tL - - =" = Cc Cj -= cc -% to cC _ C*4 3l: 12 5. r 2 45 = 31: A! CL E 0 2 C14 0 r, E Al Cj No STATE 0 A\ P I To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these Residential 7th Edition. Enginsees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineef s signature and seal. W 1- 8 E -0 C'o 8 cq g co '- 0 C14 0 2 (A �'; MG 0) a N 0 '4 92' - 0. LU M U_ U- 0 z 0 z 0 M 0: = 9 9'� W 63 T.�r_z M du <0 1 W z Go F, 0 Mz 0 U aan N < z b W CD z < u- 4—J M t M 0 0 LU V) C__ C� U Of Z� U_ d E Ro M 8 0 0. E x Mz z ru -g� t Cu 0 z _j 'z < z 0 W z. 0. 8 .2 (6 TM M C%4 C_� co 00 CN M T_ :3 00 LO Cr 60 100 oo 4-J C) ce) 04 LO 0 C:) C14 Lo (=) Cn CD Ln 0 E 0 z A E E 0 13- 1 0 _j _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE wl ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION _z:7 (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION— SCHEDULE - IRSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLO R ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W1 13/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE wl (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT (n FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. _j UJ 3RD LAYER 1/8" THICK. N A ED W/ 1 Od 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d 'L =) LU F 'EL COMMON @ 6" O/C EDGES AND 12" O.C. FIELD C I;D U_ —INSULATION PER 2 -M -W OSB 1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB F CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C d COMMON @ 6. O/C FOR AN AREA 5 1 000 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B �R NATRATION AREA W1 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 )E THE CONCEALE FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI;1 S6 S6 SPACE INTO APPROX. EQUAL AREAS. ST M FLOOR SYSTEM ETAL SEAT 'ER PLAN FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" to GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 TIOOK (SEE DETAIL) 1/2" GYP WEI 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL /_�INISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn LU 0 4"x4" INSPECTION PORT AT U. =1 Ix a. EACH FILL CELL TYPICAL 1 x WD FURRING @ 24" 0 C LU Cn AT GARAGE CONTRACTOR BASEBOARD C14 TO CUT BLOCK OR POUR I MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE k4L 4 'A 4 4 ',/FINISH GRADE ;0 :A A C-11 4 6x6 W1.4xW1.4 4 :2� WWF OR FIBERMESH 4' .0 STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR--/ (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-81' TYP 2-STORY WALL SECTION �j REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ I O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN�� SCALE: N.T.S. �6 E S6 not � r, 4x aluua�w I 2"x BOT. PLAT[ (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE 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. I C SIMPSON HETA20 w/ (8) 1 0dx1 1/2" v NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION ( B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-101" �6 15/32" OSB EXPOSURE1 SHEATHING F PROVIDE PF BLOCKING AS REQUIRED PER in SECTION X-X IF Lu NOT FULL HEIGHT SHEET- z --Jl L_ FLOOR SYSTI M r (2)- 2x TOP PLATE I/— BEYOND I 7 T _T 15/32" OSS EXPOSURE1 SHEATHING Lu SOLID 2x BLOCKING (M ALL M C SHEATHING 0 U) GES (SEE OPENING SECTION X-X) 22, W 0.0 C Fr Lu E 2xSTUDS uj 7 IFT 111 11 11 1�)FBEYOND. X co SEE PLAN 0 111111 11 IN 11 11 1 n 0 J11 LI — Lj 11L _L --I _11— tj W \-2x4 P.T, BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S V4"112" S 1/2" 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3� O.C. STAGGERED FOR SHEATHING &ATICAL&DWIM, SECTION X-X t�4901,bvlv 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". Lo z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- O.C. wi 8d COMMON NAIL Z !E @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O,C. wl 8d COMMON NAIL, 0 P @ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. U5 STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w 0 Cc q) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _j >- � 0 a ;� x 0 0 (n wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U') 0 0) M L'L :RD g t; L-, 2 u. (D (2) 8d NAILS C 3- O.C. TO EACH TRUSS END OR @ VERTICAL 0 Lu 0 MEMBER IF GABLE END 1: x I LL NOTE: rc_�� WALL SHEATHING INSTALL. '\, �6 &NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X21/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 2-ROWS 12d NAILS :STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 zi \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS * EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH S I DE SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6"WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE I EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 9._ 16' 1 (3) (3) 1 (2) 1 (3) 1 (2) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONTA PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302. 1 1)� 2X STUDS @ 16" O/C DECKING SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY— EMBEDMENT @ 24" O.C. W/ 2"DIA APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) /—EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE FLOOR TRUSS 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 4A —7 -- 4 — — — — — — — - — 7 ;0 2"x4" CROSS BRACE a) 48" SIMPSON HETA20 w/ (8) 1 0dx1 1/2" 4. A 4, A FINISH GRADE O/C FOR THE 1 ST 7-101" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. I BLOCKING & MIN. 4" EMBEDMENT A A 2� END INTO 2"x4" BLOCKING IN KO BLOCK (3) #5 CONT. ON 3" 5d. A SEE DETAIL 2/D2 FOR 8" V-8" 801 CHAIR W/ 3" MIN. MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3- CHAIR 4" W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION INTERIOR 2-STORY FRAME SECTION (S ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 314"=V-0 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" �6 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4":=11_01. SEE TYP. 2-STORY WALL SECTION SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. CD U) C, C= M cr, .!2 -6_ X3 CU E c, C14 CD C14 CD C%j C) E No PE7' 50 ;3 C, T T S 0 F % To the best of the Engineers knowledge. Information and belief, the structural plans and spedfications 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 C', C"') 00 ;; I 6.. �� Lo 0 g � 2 0 LL . uj a. L_Lj - Q z iE 5. 0 z 0 c 0 te LU ; A co M W r-. ;; . - T f r- W (,) . z z OD - 0 0 W Lo CN z 0 x Cl) IL IL C"! 1. < Q CIO a z 00 E3F, (D < Cx_ v) (D 4-J �,j 0 wig u Of < CIO U_ Cd E zo CU 0. OL 2 �0 W 0 z E lz M C 0 E z 'S 19 't I ZW MW C§ ;5 OW 2. 0 zz, W M F— CN co 00 00 U) 00 0 C*4 co .0 N i LO .0 C) CD ic� < U11) E 0 z C E 2 E '0 0- 0 _j (D _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING 2x4 PT NOTC D INTO STRINGER D --2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 1 Od NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCA-L-ET" 11'-O�' THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS"' 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 13 1,, � MTS12 w/ (14) 10d x 1 AND 1/2" GAP TOP AND BOTTOM,GLUE 1/2" NAILS) NAILED TO STRINGER 'D AND _\ 2xl 2 TREAD GLUED AND NAILED 7 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUr!�� AT STRINGER CONTACT POINTS �LFx8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING '1/ IX4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: v-0" FLOOR JOIST SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER A ALIGN THIS STUD WITH FACE OF 2ND RISER ___1 r------- z -2x SYP CUT TO FIT BEARS IN WALL _---2xl2 SYP BEARS IN WALL B ell '-2x6 SYP 94 SYP BLO CKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 W/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" AT STRINGER CONTACT POINTS NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO Zt2x8 F -3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH S SIDE) TO BOTTOM EDGE OF 2x12 TRINGER FSTRINGER 2x4 DRAFT RISER AND TREAD STOP z ,,r2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --�-2x4 BLOCKING FOR 2xl 2 x4 PT UNDER 2x12 PROVIDE JMOISTURE CT PROTECTION LZ 0 S ATTACH ALL COMPONENTS �S I W X OF STAIR TO tCONC. W/ J" X i T PCO M '0 C 2 J" TAPCONS @ MAX. 32" O.C. A \—ATTACH ALL COMPONENTS 1x4 GLUED AND NAILED TO STRINGER OF STAIR TO CONC. W1 j" X 2 TAPCONS @ MAX. 32" O.C. SECTION VIEW "All SECTION VIEW 111311 SCALE: 11"= V-10" SCALE: I"= V-0" 2x8 STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER SYP Sri FULL CONTACT WITH LANDING G-1 TOP OF STRINGER 1 x4 GLUED AND NAILED TO STRINGER DRAFT X��.SSTOP 1,1-2x4 2x8 SYP DRYWALL STOP 1__rMUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS G BEARS IN WALL 2x,12 SYP BEARS IN WALL I E 2X4 BLOCKING FOR 2x12 SIMPSON A35 x4 PT UNDER 2x12 OR LSC EACH STRINGER \< 2x6 SYP SIMPSON A35 OR 2X4 SYP BLOCKIN G FOR OPTION: 2X4 CUT ON LSC EACH 1"\x-,\ STRAP BEVEL GLUED AND STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU NAILS) W/ SIMPSON H3 2x4 CUT ON BEVEp::L AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL -------2x 12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" 2X4 GLUED AND NAILED -D SECTION D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1 V-0" '7LFA SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L, X4/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING H SECTION VIEW "Ell SCALE: 1 V-0" SECTION VIEW SCALE: i -o,, -3/4 PLYWC ON DECK 2X8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOTSHOWN \ `_1 11C11 SECTION VIEW SCALE: 1 T-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT, (2) LAYER EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVIL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11 SCALE: 1 V-0" SECTION VIEW SCALE: 1 --O'� PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING POST LET INTO -OCK DE JNG STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED �X8 BLOCKING -OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES SCALE: 1 V-10" JOINT -TO )ISTS) NAILED AND TOP PLATE qTO RIM BAND, ID NAILED TO VVALL BELOW JOINT -TO )ISTS) H-\ 2X BJOCKING 2X STRINAR I PSON MTSJ2 W/ -4 10dx11/2" AILS 2�D OR 3 D 2X BL05KING RIS U VARIES-.Q,--- ECTION VIEW 111-Ill SCALE: 1" V-0" CL 11r_ = cc W -0 T .1 -. 9 - 2 co C, t- -:X 2! CVI) C14 C=) C14 L E 14fj %% ........ 0 E N 'is, Oj No PE -0 STATE OF Q, To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these raw ngs comp y w t a a u ng o a - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages beating Engineers signature and seal. M�� 0) 14 0 ol -. 5 g 0 ;tt — , LQ :01 Lo 00 r- 1,� u- �j U_ U. z 13 Z :g D r_ 0, Im 9 § A 1 8 cp 0) z 3 CO & 0 0 w L2 Lr) Cn z 0 N < z ddE' 3 W CD -�O P) ;2: V) - U-) -8 Q) 2 � 4--J 0 LU V) C!� . V) sky U9 0D LO Cn. Uj z U_ E C13 CL E M 0 � 5" 0< 00 :, Q 11 z z -2t a) ca 5 __� .2 t�. T Z' <W I . .. �z .50 JU Z r, LA a) > M -:r 0-4 co W T_ C_� L_ co 00 4--) C`4 M =3 T_ 00 LO (n 2 50 00 F— 0 cy) C**4 LO .0 04 0 0 Lo (=) -0 CN C14 < C) 011) Lo E M :3 0 z E 42) E '0 0 M ij 0 -1 < a 0 _j JOB NO: 23-13121-13124 SCALE: AS NOTED SHEET NO. ST DOOR JAMB (REFER 1 4 1/2" DRYWALL DOOR JAMB (REFER F-1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 1x4 1/2" DRYWALL TO PRODUCT -FPx T F TO PRODUCT TO PRODUCT APPROVAL FOR CONN. N. APPROVAL FOR CON 91, 1x4 P.T. ?\\-FURRING APPROVAL FOR CONN. E X 4 FURRING 3-1/4" LONG X 3/16"0 3/16"0 X 3" LONG TAPCONS FxU4RR,N. (2) ROWS 3/16"x 3-1/2"' TAPCON. INTO STAGGERED @ 16" L1x8 TAPCON @ 16" O.C. & 4" 2X8 LL11X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO P.T. FROM EACH ENDw/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & I x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER IN. APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ,/j 2x8 P.T. w/ (2) ROWS 3/16" - APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 1:1 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN( Z 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 0� M=A 11 1) 1 IAIII nCTAII STAGGERED@ 12"O.C. -i-i/All nPTA11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 1 Od NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG, 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) X8 27 BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB y 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 SCALE: N.T.S. 1\1!s� INSTALL WDW. SCREW ANCHOR—1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0- WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT IN 0 K.) /4" MAX 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END T PROVIDE 2 x 8 DIAG. BRACE B WN,,� VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) ) 1��UL INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD, BUCK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. 1\ �S — SECTION A -A 810 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL 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 811 EQUAL PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RE& (TYP.) STD. 90, HOOK (I 7 ±511 LNOTCH WEB AT FIRST 2 COURSI �AFAUI I T = t$U*;F 1-UK I b I KAIJ = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"X1 1/2"SDS SCREWS & (5) 1/4" x 2 1/4" 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 4W 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.C. 12 JACK TRUSS PROVIDED BY EE S TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 TO 2X4 (5) 12d NAILS 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 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8'. PLUS OR MINUS 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 IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PERANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 0 EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. .. �� � �1. 1:. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y." 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 SCALE: 3/4" V-0" 1\1 �S #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 CO VER-� 6-011 1 A VA GRADE 0. t> C%j C%j SIN— (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 f SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) rHE S 10 UNACCEPTABLE INSTALLTION DO NOT DO THIS 0 0 #5 REBAR (TYPj *TD. 90- HOOK (TYP.) 10 B @ FIRST COURSE *4* *# FILLED CELL INSTALLATION H I SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED SS NAIL W/ 5/16" HEAD F CHANNEL, V_ FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW—i—N--L L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 11. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED i ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. i 12. 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"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE Q EACH GROOVE STRUCTURAL SOFFIT S SF01 REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER CALE: 3/4" = V-0" (--) FOR ALUMINUM SOFFITS �/ITH SPANS THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF �2)r 0 TRUSS AS SHOWN FOR O.H. UP TO Z-13" + (2) 1 Od NAILS @ 8" O.C. DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 71y TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD 'SET' EPDXIEDW/ SIMPSON EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: >_ cr z 0 0) < 2 U. 0 LU L) 2"x BOT. PLATE W/ (2) 10d @ 6" O.0 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. x INTO BAND JOIST & (4) 1/4"x2 3/4' L TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. Le- FILL 1 st 4 COURSES 'I SOLID WIGROLIT FOR OVERHANGS BETWEEN OVER 1 1/2" L CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� 0 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1 -011 11-011 5 NISH 1�r A .. it' —#5 BAR 0, CENTERED W1 2 10 - IN TOP a 9 KNOCKOUT/ N 1101 1 , * CHAIR BLOCK % 0. MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ;2� DIRT STANDARD 90r HOOK #5 BAR IN -1 �` t FILLED CELL JV VL, I I'L L L zi5:_7 TING SIZE AND STEMWALL FOO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4"= V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' :ONTACT 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 I-W/ SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S'. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. on C= cc o; >0 C3 I E! iB C= ft V-- C= 16i Cj �z E2 L< 1% V; C C'4 E CIA Cc, C14 CD C14 C14 L No P 50 ST�A TE OF 0 ...... 03.% iiiii10% ti To the best of the Enginser'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 drewing pages bearing Engineer's signature and seal, 00 9 E 8 04 0 8 g - I - 0 0 - n (:01 1- Z 12 W, 0) 4 �04 0 103 M U_ u_ z 0. a �E C� W W 0 z 0 z Ln uj C, Z z Cj CD :;7- < C1 Q) 0 V) LU Un LU -rig C4 CM M< z LL- E W M0 Z < 8 Do. U 0 E 0. ro C 0. I 6 .2 z co a) __j . � 1z < � zo- 0 0 W EE 0. it z M C*4 N_ C,� L_ CO 00 C:) 00 to U) 2 60 00 :3= 0 CN cv) 04 to 0 C%j to r 04 E M T z E E 0 0 �2 :8 M < _j JOB NO 23-13121-13124 SCALE AS NOTED SHEET NO. SS �.DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING R NA CROSS BRACING DETAIL (TYP. SCALE: 1/2" V-0" X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQD) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SSES TYP. TRUSS (2) 12D NAILS 1 AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-101" O,C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE W/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD S20 REQUIRED W/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 1 Od X 1 1/2" EACH 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 7 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 201-0., O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B-\ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS ,�'j r DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT V-101" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ---/ MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL-----, 2x8 #2 SPF RIDGE BEAM AT 8'-0" �-WOOD x 2x6 #2 SYP RAFTERS FOR SPANS 4FT MAX TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-O"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING r3 SCALE: 1/2" V-101" ----/-WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-011 2 x P.T. BLOCKING BY FRAMER FOR -7 PLYWOOD EDGE NAILING w/ (2) 1/4"0" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ PROVIDE 25" LAP SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE --TOP-CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE� FLOOR TRUSSES @ :5 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. X/ -----(2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2) ROWS 5/8" SIMPSON TITEN HD, 1 " _: MIN. 5 EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. fl 1-� FLOOR CONNECTION @ EXTERIOR WALL - SCALE: 3/4" V-0" 2'-0" MIN. LAP SPLICE if 11-01. -011 6" 6" 6" 6" 0 Lo TYP. TYP. 0 0 1 0 0 0 0- I SPLICE 0 0 0 0 Z-131" \-SPLICE BEYOND Z-O" PART. ELEV. VIEW E LEI E LIR E LEI It [ED ro, (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" .C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. 0 DGER OGETHER W/ (2) ROWS OF 10d @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL (_5�4 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 1 Od NAILS @ 4" O.C. FLOOR TRUSSES 24- O.C. DOUBLE KNOCK -OUT 1UT BLOCK W/ (1) #5 IALTERNATE: 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 t T FLOOR ATTACHMENT r5O SCALE: 3/4" V-0" WOODT 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 13/4" 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 MASI SEE /n% -1 n.4 -rf-llMkl A ILS 2XIS P.T. CONT. -EDGER 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 DETAIL ADJACENT TO TRUSSES Oil GA FILE ASW 0810 SCALE: 3/4"=l'- 2X4 BLOCKING @ 48- O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" SHEATHING 4'ON EA. SIDE q 2" CLG. RUNNER FIRE CAULK C RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ TOPC 8d COMMON AT 6" O.C. TO ONE SIDE OF H I FLOOR TRUSS FOR AN AREA < 1000 S.F. ��TEII AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS HIGH STRENGTH OR 5/8" GYP.--// (1) LAYER 1/2 (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" 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 1 x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. z MASONRY WALL- 77 SEE FLOOR . I PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIE S W/ ROOF SLOPE x MIN. 2X4 #2 SPF P.T. CONT. W/ (2) T'X3" TITEN2 SCREWS @ 16" O.C. '-TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K52 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 Lr DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE ROOF PLAN 2x4 LEDGER @ 48" O.C. 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 SPECIFICATIONS NAILED INTO R30 INSUL. MIN. W/ (2) 1/4"0" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. LAYER 1/2" HIGH STRENGTH (2) S I M PSON SDWC 15600 SCREWS @ EACH TRUSS TO LEDGER OR 5/8" GYP. WB. W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. O.C. W/P 1 Od X 1 1/2" NAILS SIMPSON RBC @ 36 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"xl 6" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"X4" INSPECTION PORT AT 0 BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1 STD. 909 HOOK OF (SEE DETAIL) FLOOR AREA & SEALED NAIL FLOOR TRUSS TO LEDGER W/ 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ 'PING FOAM. DRAFTSTOP SHALL DIVIDE THE y (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX.EQUALAREAS. 7— T ORD Br. w -ENGINEERE ST PRE FLO FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG.- \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1.1 P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. 1 /2" GYP. WB. (2)-1 X 4 P.T. BASE NAILER 7 BASE BOARD TYP. lls" MORTAR (TYP.) PER SPECS. 0 CONC. SLAB SEE FOUND. PLAN U) 6 MIL VISQUEEN 4"X4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. STD. 90-0 HOOK ON 3" CHAIR 8" 21-0#1 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PW SCALE: 3/4"=V-0" REV. 05.24.23 -- --- 11 -------- Y� TREATED SOIL SEE PLAN TOP OF PLATE TOP COURSE W/ - LINTEL SEE PLAN 704 Tia— SEE PLAN TOP OF WINDU V7- WINDOW PER PLAN 8" C.M.U. WALL rk 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 TOP OF SLAB F. F. 00 VARIES WITH CD SITE GRADES SEE PLAN 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION (55 SCALE: 3/4" V-0" REV, 08.20.21 4wz C%j CD 01 -9 C5 co C114 C� L C- �,, * * 0 6(0 C E N /7, :i� 0 N E7�� Z4� STAT E OF All D., 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F 8 1V4) - 'o C4 6 'm .0 0 2--,$ ul 0 J�) fo- PZ V L-L tj� '* CN '� , 4 Lu '05 u- z 13 0 0. .0 1 - C� to W� < z 00 0 LU LO 0 N 0 65 z 71-10 W (D R z 4-1 0 -Uj 0 Ul C�_- Ln U r7i E z 0 4 0 Fa y cD E Q 0 RZ z0 <0 ru It z ru q < 10 2 ff M .0 �5.; C3 M cl� i . U, 0 .2 T" t2 > co C_� co 00 411 Cn =3 00 LO T_ Cr U) 60 00 `117- 40 +-j 0 0-4 ce) -0 C14 LO LO C) C:) .0 04 C=> 'Mr 6 C'4 r%- CD 0 E -i� z C .2 E E 0 0. 0 _j < JOB NO: 23-13121-13124 SCALE AS NOTED SHEET NO. D1 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 ED E F OUTSIDE EDGE OF G 0 MASONRY WINDOW BUCK--\ B U C K % 2) SEALANT JOINT N T R M 5) SEALANT FROM 0 INSIDE EDGE OF WINDOW FRAME FRAM WINDOW BUCK W W BUCK ACROSS WINDOW BUCK 3 NDO E 0 ND T AND EXTEND TO AN WINDOW FRAME RY MASONRY ATTACHED PER CODE ED SEA A T L 6) TOOLED SEALANT S RIDGING BEAD BRIDGING NDOW ING AND WINDOW CLADDING AND W1 FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure resistive barrier above header to allow tor 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 Rinstructions 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 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWA TILE FINISH- 1/2" DUROCK 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 'n WEATHER VE BARRIER & �ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATF NG BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING am 4 --A F__] 8 E AM (D 1'4" PER PLAN -0" PER PLAN 1' SHOWER SEAT . . --:_�4 .' 4 4 4 < WEATHER RESISTIVE BARRIER 'NR MR, M. N 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 r 4D OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING (2)- SEAL TOPS OF JOISTS ------ UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER LLJ W Z Z Z ui ILL! CIL CL I-. U) = U) W g U LIJ Lli M: !.� ILLI uJ U) 3. 0 U) DOOR ROUGH OPENING - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED VANDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING �TCH ,HERED FLASHING 2 4 5 I WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. W 11 RE 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 feIt 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. R703.7.3 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. SELF -ADHERED FLASHING IN$ 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE F R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING-", applied shingle -fashion or in accordance with the manufacturers 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 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 (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 RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1 281, 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: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 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 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 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. 1.3 13. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER JIM 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAA/VDMA 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. l wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRI3 SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER 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 Lath Sheathing Stucco TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIMC 1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cau!k 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 CID :* LU CD CD C� W --:X - CIA 32 _T r= 2! ;- CU M E .0 %%%1121111;J11 N LEW ........ C E N 6'.. No �7 S C F A�_ �ok.�j I To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Resid tial 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 4 A 4 0 N 41 0 4 0 0) N CD LU L Z Z W 0 1:2 co Lu go P T 1:: W Z (0 , Z co - 6 0 Lu N Z U ir Cn a Z d 6 0 C> < u- 4-J U 0 t/1 V) Lu I 0 10 .9 0cm oil " 8 co Cl> 0 LCLU� E 0 E CL 0 0 E3 E Z (01 M� t = W C: (IJ �z 0 Z 0 0 W8- M 2 9 -0, �T t 0. 1 2 7 I.- 7;,--� "Iql- C14 M co T_ C0 00 C%4 C_�J 7- =3 00 Cr U) -6 60 9 oo 0 C�4 ce) CN LO E C) 04 CD C14 U-) =? a U-) 7:11- 4) 1 r--. C14 0 E T_ Z Z E E 2 '0 0 t 0 'D M < Q JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. W P Mounting Brackets 0 0 Gatuqe�. 4-V2'x4-1.12'x2-12' See Anchor Schedule Belts 1/2" Dia. A325 Galy. 11 ;�z i I (TYP-) A A/C Urvit Bottom Edge or /C t)' Hurricare Strap (Typical- 3 in front) M Front Cross Support _ut t (May Xecut to W) Left Bracket (16 Gauge) 0 14 Self -Drilling Screvits Thru Brackets & Back Cross Support Into AIC Unit Bottom Side ffypical� 3 each side for hurricane use) H 10-5/8-4rp,a Washers / Self-Loclil Nuts -*-liL .-IAL-Irl inet-111.1111 - PI -KW .1th -1. 11-1-1 AII R1.1. litallietail Seat Delizaelats itals". upon rableat" 16 arm &pil BKk Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Deparliment of Business & Professional Regulation Palsolall Building Codes and Standards 1211VA21 Product Approval Application Detail .9911111. Italy at 20 211111 Date Pondl- gal 'I-,'* "'a"ed" carded validated till valldowd submitted FBCAWMW A, -,A Affi-ill. 2020 Samen Vart Products Ino. Michael orehirm H-F Norer.P.A. Locket S-dion P F 12AUMD 1211 GM20 M2,2020 Approved category: M.d.al Comptrorme 18771441-8366 pe.T2776 (3341300 1800 subl-ah"l Products Introduced 114. Rescue of N- ladhodetfir Comallenc. Method: Evaluation Report tom st Florld. Or a Li�� Florida Professional EnOnater EUS11111:9&2"aill OU Col. Number or Notme =0 2"MLANK� Frodust Dinserfistart AbnaoeiCl I- In HVNZ Us, Aerialists Fror O"Cb us, mma Albalm Atlim pressism i 01540-510 Dual Fuh." FoodinicV.rilialloriVem IMIrA23 Y. Y. N/A -1(10�100 2 StreariMcaril MOM 91540- 51 1 Dust Fallow Food! sure ventilation Vent 12K51,2023 Y" Yes MIA -�OOLloo 3 ShadvoAl M." 11 540�52. 1-1.111 1�:Iol Vl� )20233 yet Y N/A 00'r-100 4 "a" &92 1 arrat"Vent M #154 finsee'. , ; d od van 26 1 1202 Y. Y" WA I W (>o 5 Smadvaht Model 01540*524 1 1 3 a: r:g.D-FIcedVaht M a.02 IS&M C Y. Y. NIA 1A 0 SmariVairModon at 540. 570 Wood WSJ, an ulated Flood Vorit 1111"Z", Year Yes MIA -1=1 100 I SmarlVent No" 01 $40-574 14,511 ; Geroge D- Flood Vent 12,31.2S Y. NIA N/A Florida Department of Business & Professional Regulation pial Building Codes and Standards 111,02021 Product Approval Application Detail "5 W-e loft ot or# Pandin, Ddf XILOD substrates EKLAMMUM P,-,d mm R.'"oh 2020 Drexel Metals. no. Jew Staniar. Zachary R Pr" Lock. BoWen P E 0116,1007023 oanisa,21120 ollawo7o 10,1312020 Approuild callag.r. Roofing (502)303�14111 Pir-74021 (334) 300-1801) &,bCd.g.rr. Metal Raising Ccortallareas Nkhoct EwWaten Report from a Florida Registered Architect or a Licensed! Foods Prottrulonel Engineer PLNIIAygmftoduria Quirely Assithernal AA%Ia�d for Use Apporallorl 1. L" kmt narrow Pro" Modid. Numbor or Mom Produoll Doosedialgri MIA In HVHE Outside finrlt& Protestant Pressure I D-1 Metal R..rg svm-. DMC 100 NS, DMIC I 509S. DNIC 1758, DMC 2DO 1213112025 Y. No MIA -01-190 DMO 5V Floirlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Derail Piqp,204 3NIM A �'- 191! Khl�' au all Ds% Foricins 20 Carl ffirialrueor A Licatmes ima" &jbMM*d FBCA--,d Actorstned R-ouch 2020 Thornhill Corporation St" JBSPW$M Lyndon R 80 not. RE Ron J King PE 04115=21 120311202D 04/22r-*21 05,UB=21 Accorpoed C"Dry! Werlor Downs (900) 843-762a PG-43409 c813) 7,67-6555 subcategory: Sahlignia Emil Door Assemblies compliance Mal Evaluation ReW Imm a two. Registered Arctited or a Licensed Floricto ptAeo"mwti Pral ... 1-.1 Engineer prakda QUWWAENMM juxcnc�auj W Use juaaahil�tbuae LL= 2AMALB= LMMI ambLid Deal Pride - Is lbef-Citisic and &T#00.&.r Nominal 11116439.6 80.0: knipscI&Q-1, Ope we 1213112020 No Y. yes M/A Composite Edge Filter" Single Data (1-winWOuiwing; X configuration) 2 tp� Thern,li File4r-Clusic ad Smooffi-Star Nominal S&M.6 iicluel,hripeduqui Opaque 12`1112026 No Yen Yes WA Comp"". Edge Fiberglass Single Door .111, 816.111a(l)(1-ngo0ulturing XO OXorOXQ 3 a- Tharme-Tru Fiber-Clo,sic *W Smoothsatar Norroal 6&039.6 cl; h"d&qw; op"Que 12F3112026 No Yes Y. WA 4 d. 'Therma-I'm Filb-Citissle and Smoodr-Slor 5 a lb-.Tw Fibe,Classic and Smoolill-Slar a I Thoomia-Tru Fiber-Closec end Smooth-Slor 7 g. Thorml Fiber-Clossic and Smoesh-Stv h lbotme-Tou Isiber-Clataile ound Smooth -Star I Thermil Ficer-Clitinak end Smooth, %a 10 1 Therma-7ru Floor-ritesic and Sirrototh-Stor 11 k. Thermal Fiew-Clasul and Sooldh-Shor 12 1. Thermal Fber-Clienl and arrooth-Mor 13 In Thotmno-Tru Fitar-ClasVe ard Smoonfiter 14 h "rhierno-Tru Floor-CMissicil Smooth-Slar 15 o Tramiel Fib-Cleasto and Smo*M-Sw is p. 'Thonsial Fter-Classo, and Rlnclorh-leaf 17 cl, Inorma-Tru Fib -Classic and Smooth -Mar Composite Edge Ffilborgleas Double Deal with or .4hout S"alters O.Wngfout-cl; XX or OXXO conliquirstional N-,..l bell equal; ImptiaMclul Dips a,. Composite Edge Fibergialso airlito Door (Intrah-IWOutswing: X cmflpj notion) Marini 06039.0 &ClucCelplict6qW. Opaque Compos" . Edge FIblo011au 80104 Door With Slisillons) linseingA)u1swIng XO: OX or OXO configund "i'll N-l..I 8&039.0 Onou. Composite Edge Rbiegwirs Double Ow won v .,Mwt Moslem (in-initfOutswing. XK or OXXO conigui, loom Nomital 119439A Glued C-p.M. Edge Fultargets Single Doa, Onvainiyotlithring.Xomfigunialon) Menthol 11116039.8 Sciud: mpectilqael Glazed Composite Edge Aborgurs6hill. Docy�hslh $Iclelle(q) thistaringioulsitiono XO OX ar OXO Norninal 69#39 8 &qud:mpiJd&qdor; Glozed Cornposit " Me MbsoCion Double Door WO or without Sidefifirsh, (InsoongfOulswonig XX w OXXO conligurnalons) Morainal 8039"o &R.Iol."p-Moluot: Glarrid Composite Edge Fiberglass, Shelf Deal PrahvinglOulawing. X configuration) N-J..l Sell Aqua; "oAquot; Gland Cornpoeft. Edge Mbarglitse S.d. Door ith eidefin0o) (Invowlitwultil XQ' OX or OXO Contours Ions) Nonlral 8&039.10 Glued Compoill 0 Edge Floargal Dcaitio Door .1111, W �Mofl 5dlears (1-wrio'Ouhheinq XX a OXXO camicurtil ion.1 Nominal 11"M 6 Glued looked Ow Composda Edge Fiberglass Single Door (In"""Outinoring; X configuration) Nommall 6&039.8 Grand Wood Op. Composite Edge Rbawgrits &.Via Door *M Quod Molded Open Scle..., XO, OX or OXO conlIgurebons) N-In.1 134MA tLquormp-Actuot Glend Molded Open Consoveller Edge I'llw9lass Double Door won orverthoult Glued Molded Opon Sideltal (InimingrOubming; AX a OXXD 00infligitiretIMS) Nommal 8641 illoluct;Impact8quot; OP.Q.- Comp"t. Edge Fiberglass Slnov Dw , III Wood Open Sid-Whircoy drimin DCU�lng; XO� OX CrOXO-liquittions) N-Ihal 6"39;8 A,quotintpooMouct; Op.qu, Cornpoolto Edge FboNglites Double Door -with or vOthout Cleared! MORM DPW Stilettos OMO configurations) 12fW2025 No Ye. Y. WA 120al/2026 No Yes Y" WA 12(31/2026 No Y. Yes MfA 12flino2l; No Yen Yen VA 1211112026 No Y. Yes NVA 1261/20216 No Y. yes VA 12(3112= No Y., Y. MIA 12131,9026 No Y" Yet WA 1213112M No Y" Yes WA 1213112M No yes Yes WA 1=1/2= No Y. Y. NVA 12/31 =6 No Yes Y" hVA 1213117026 No Yes Y" MIA 12131 fM 3 No Y., Y. NIA Florida Department of Business & professional Regulation Building Codes and Standards Product Approval Application Detail Par I of I lazurl raft 91:1111" 294 292 2dLnnda 20 DM Version lifflubacturis - YAAKtdm Vilddod submitted FIC Aborgrol Ations am& R41AI40h 202D Pot Industries Jim, Roa-ald Miami. Date. SCCO - CER Mitim' Cause SCOO - VAL 1 lit Ill i01261= 11124r,102) Asprcrard Category Fxhi Doors (941) 48111-0100 (7881315-2590 "Cod"aril, Sitting Extol Door Aun.amblo. protoo'kier,911novire. . c.n�4� Method; connection More or Losing PLAtil,R&3 Producha Quality Anginal juser"Ind for Usir Ancroaditsirluse 1113111121 211:111111111 9 �ftwm �vr4.d) Product SLUM v" Sfiolittz Cu.. Door 0Q14=1 Y. out" WAQ Radert Y. Y. NVA November 1, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the in1brmation and approval numbers on the building components listed below if they will be utilized on the construction pmject for which you are applying for a Cate gory/S ubcategory Ma nufa cturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 1 1 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON4MPACT) FI-20461.1 -9 +67.01-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.01-40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation Standard Performance Sliding Patio Door FL1824 +40.0/-40.0 psf 2/16/2032 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FI-8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FI-8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Diriislon of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12t3l/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors 3540 Single Hung FI-17676.11 +30.0t-30.0 psf 4/12/2027 MI Windows and Doors 3540 Series Fixed Glass FL1 7845.1 +35.01-50.0 psf 4/12/2027 MI Windows and Doors 1620 Series Single Hung Non -Impact FI-21637.4 +35.01-47.0 psf 811/2027 MI Windows and Doors 1620 Series Single Hung Impact FI-21637.8 +35.0(-47.0 psf 8/28/2027 MI Windows and Doors 1620 Series Fixed Non -impact FL21639.1 +55.0/-55.0 psf 8/17/2026 MI Windows and Doors 1620 Series Fixed Impact FI-21639.6 +55.01-55.0 psf 8/15/2026 PGT Series 5500 FI-239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 B. HORIZONTAL SLIDER MI Windov,/s and Doors Series 188 FI-15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 1/28/2024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. F IXE D MI Windows and Doors Series 3500 HP PW FL1 7845.5 +70.0/-75.0 psf 4/30/2026 PGT Series 5520 FI-243.5 III 4/30/2025_ Pella Corporation Series 10/20 FL6694 +50.0/-80.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FI-15353.2 N/A 12/31/2024 PGT Series 5500 FI-261.1 111 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 111 12131/2023 B . SOFFITS Alside Solid and Vented Vinyl Soffit FLI 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. S olid and V ented A lum inum S offlt FL16544 R5 +54.21-54.2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. A S PHALT S HI NGLES GAF 3 Tab, Dimensional FI-10124.1 N/A 1211612025 B. UNDERLAYMENTS Tamko (Ibr Shingle Roof) 151b Felt Underlayment FL12328 N/A 611/2026 Plyglass USA, Inc. (for Ille Roo� POLYSTICK TU MAX FL5259 N/A 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV10 FI-21580.3 N/A 12131/2024 Lomanco, Inc DA4 Exahust Vent FL1 7202.1 +97.51-97.5 psf 1211012025 E. ROOFING TILES Boral Tile Villa 900 FI-7849.27 - FL7849.28 N/A 12131/2025 Boral Tile Saxony 900 FL7849.16 - FI-7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL1 7679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FI-15076.2 N/A 12131/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL1 7869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FL1 999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FI-2197.1 - FI-2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FI-6527.1 - FI-6527.5 N/A 3/31/2025 _Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58 N/A 5/21/2027 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A 5/2512024 The products listed below did not demonstrate product approval at plan reiiiiiiiew. I understand that at the time of inspection of these products, the following in1birmation must be available to the inspector on the jobsite, 1) copy of the product approilial, 2) APPLICANT SIGNATURE DATE Florida Department of Business. & Proferstalonal Regulation Building Codes and Standards Product Approval Application Detail P.O. 1 .11 10022 A" Quit rntlity. Dot, Pending version Manufacturer Cantain Engineer L License, Valklathd By Validated submitted FOCApetieval Approved AMU R-Wort 2020 Thworil Corporation Swe .1"Poroor, Lyndon F Schirridt, P E Ryan J. King. P E OW2312020 07)12J= 0712=020 1011=020 Approved O.I.-story Eidetic, Occon's (800) 843-7028 PE-43409 (81 $) 71J7 05M SubCstagoW SWriging Extral Door Assationribless Ocimplum"a" at""I Evalual Report from a in Fbiride Registered Aichited or a Licensed Florgo Prollsousional Engineer FLIM?04gzprmwcft a-$ Product Model. Number or Nam Product Da"witillia QuaiNvAlturence C-0 Approved for Use H 0 toll am I litarifistia !PW-- 2M I a. Tlh#�Tru FIW-CLMIC and :111001111-Star Norril"Al S&ng;S &qUotirMaCt&qMot Opaque 121311022 Yeat Y Y 41a C'peal Edge Fiberglass Single Door M -0 2 b Therrnol Fiber-Consairc and $nneroth-Star onewholiCulawrig, X configuration) Nomml 08#30:86oluournpoics&q.otL Opaque 12131t2= Yor. a" ad be GCYP.aifie Edge Fiberglass Single Door Mth Siclorlitists) (InowhinglObPrAng, XQ, OXo, OXO 3 o. Thorma-Tru Fibef-Classic, and Srrooth-Star configurations) Nominal 6Q:8"lnrpJJct&quo1: Opaque 17.131r2M yes IVA Compol Edge Fiberglass Double Door with or Without Sidelltres, ranyrnWOutr~g! XX or OXXO (I 4 d. Thisinna-Tru Fliossr-Coal and Srnooth-Sbar wrefiguraflorill NOrninal 811,930 &quatinipactliliquot Opaque 12131/2m Y. a. yu, y yea y to 1% Cornposits, Edge Fiberglass; Sing is Door cr - Zell 5 e Theirnal Fibest-Cateric and 6rrpoth�ftr (firimmOrOutewing: X configuration) Norninal 8&#SSI:O"jhFp"quot Opaque 12t3l/2022 Yes, Yes Composite Edge Flitterglial Single Door vAth Sidelite(s) XO, OX or OXO Conti urartions) g 0 1 Thernal Fibler-Clail and Smooth -Star Nomr: 8&#N:O ".firracuMquat Opaque 12J31/= Yoe yeat Yea =NIP cc Composite Edge Fiberglass Double Does with or without &dolited, (I-Ang/Outil XX or OXXO cis 7 Thernal Fibw-CJmic Smooth Configurations) 5039 12131=2 Y" Yet, L.) C' 9 and -Star Nominal ' 8"firripticlAquot Glazed Composite Edge Rloolingloars Single Door or .2 -75- ProWnglOu": X Configuration) -= -= 8 In Thernrici.Tnu Fiber -Carl and Srstooth.8bir Nornhal Seal "firripactliquart, G12ZW 1213VIO22 y� Yes Yes MIA J=- Composite, Edge Rtworglass Single Door WM 0 Sodelits; (a) onlyllfing/Ouncesing. X0, OX or OXO configuration ) 9 i. Therms Thu Fiber-Clasusicand Smooth-Stor Norninial 0&#L:8":lnnpract&qucrt Glued 1WIOM Yes Yes Yes, MIA Co, Comporl Edge PlIcerglient, Double Door Wth or vothout SIdallans (I navAng(OuttaMrig, XX or OXXO configurations) 10 i Thermal Filber-Clossio arid Smooth-Stirr Nominal 61039:0 ":lnvaa&q uot, Glued 12t3lr,(= Year Yes yea, NIA Composite Edge Fiberglal Single Door (Intowng/outisholing; X Configuration) 11 k Thonnut-Tru Flber�Claootc and Smoth-Star "inual 59039:0 &quournplavAil uot, Glazed 121SV2022 Y- Yes yest MIA C�peraute Edge Filionr9lairs, Single Door with sloold" (a) finsviingtOwlsvong, XO. OX or OXO configu7b.") 12 L Tharme-Tnu FibetZeni and Smooth-StAr N-inal UN3Q:O"lhnpJwt&quo� Glazed 12/3112022 Yons Y.. Y" MIA Cornposma E490 Fiberglass. Double Door "th or Without Sidelices, [IntemnigilOutswrig: XX or 0)0(0 configural 13 m Thwarmica.1'ru Fliter.Clool and Soncolb-Sou Nmhal Carl &quourripeoMquot Opaque 1213112022 Yers yes yars NIA C-is.odbot Edge Fiberglass, Sing Is Door 4t1h &quct;Non-I mpad&quct, Sidelits(s) (IrashmnolOublowing: XO. OX orOXOoonfiguraborts) 14 Jr. Thornhill Filow-Clal and Srnoott�Stu Nornined! 8&#N.8"1rnpaot&quM Opaque 12r3V2M Yes, Y.. Y.% NA Corinposurre Edge Fibrarglaut Double Door with &quat.Non 'Impad", Sidediles (IrsawfirigirCut-g, Oxx0conliguation) Thillirrul FlItoo-Classic and ShhocI9,81tar Norhm.1 BM �O "'linnipectliquot Opaque 12131t2022 Yos Yes Yea NfA Cornpolude, Ed:e FibeTIms Sing le- Door Witt Squot Non-Impenot&qual; Skelde(s) (finswrio(Outswrig, XO. OX orOXOcaonfiguratitoma) Is p. Thernia-Trus FlIalar-Claratic and Smooth -Star N-ho' 0 so- 1213112022 yers Yes yes MIA Corrtpoal:rd�� 141::1=AU.0Dto0orPwlth Sicuct;Non-Impedli Sidinfitels (Ihsy�irqlOuhl OXXOconliguratc,n) 17 q. Thentral Fibeir-Clarsele end Snictath-511W Norrincid 011,09;8illiquouSlon-ImparolSquat Opaque 112131r= Y" Y" 1,10 MIA C-pol Edge Fibergh- Sing it, Door (lrwwrgfOuW**rg, X oonfigurtabon) 18 1 Therrinar-Tru Fiber-Classe, ancl Smooth -Star Norimnal 8,8 &cluott,lon-ImplectSquot, Opaque 12131QM Y" Yar. No NIA Cwtpossito Edge Fibeirriplaoss Single Door 46 Sidelffel(s) (I "Wirg'OutinMrig; XO, OX or OXO whiliquinallo"i 19 a Thermal Flic-Clstroes, and S-Colh-St., Nornmal SM39AS,quothlon-Impractilquot. Opaque 12/31 J`2022 yes Yes 1,10 INVA pow* _dg. F,bwglm Double DoorYath or C. C witicu Sideliters OrMassna'Oulsoming: )O(or OXXO conliourationg) 211 t, Thornhill Fiber-Clasout: and Sniocth-Star Njorri Uill &quouslor�l hipactilliquot. Opaque 121311`2022 Yee Yes No NIA Composda, Edge Floargass, Single- Door OnamolnglQuIlsoryllig, X pon"gurstion) 21 u Th.-Tru Filbar-Clanow and Shrooth-Star Narnivil 8':0 &quou4on-lmpsct&quoL Opaque 1213112M Y" Yes "J. NA Conripossilse Edge FillorripladosSingL- Door .4th Sidelitells) finwhing/Oudirming. XO, OX or OXO confiquiratiorill 22 Theorma-T. Fib-Ociesi-cl S-th-Sts, Norintimal S&AGS0 &quCt.N--I�p..t&9ut. Opaque 12GI rd= yea, Y- No WA Campbell Edge Fiberglass, Double Door Wth or wthoul Sidelines OnsimniglOulawring; )O(or OXXO conflourationot) 23 w. Thernia-Tru Fibrsr�Clal and Smocoth-Star Norninal 08#39;6 aquot: Non -I rinpacectuot; Gland 1213112022 Yes Year No NIA Composite Edge Fitowgilaree Single Door lnaw�n=u ng, X configuration) 24 x Thatrivul-Tru Pber,Clasl slid Shatoth-Sher 8 squat Klon4hipact9quot; Gland '1MV2022 yes y- No WA Connopose. Edg. Fibacgiiiess Sir,91t, Door �itlh Side ft(s) (IniniunglOutiou1% XO. OX or OXO Conti. -fat-) 25 Y. Thremal Filbor-Clainsic and Smooth-Statir Nortirmal Will lliquothlon-Ininct&q.."; Glazed 1213112022 Yes Yes No VA Composul Edge Fiberglass Double Door .1 without Sidables OnaminglOutlaying; M of 0)0(0 Configurations) 28 z Therma-Tru Filborf-arraistic and Smooth-Stas Nothinal 8&M.0 "quotNon-IrribectActuot: Glazed 12J3112= Y- Yon; No WA Corroccosibe Edgia Fiberglass Single Door (InavAng/Clubinuing, X configuration) 27 2a Tharniwil Fiber-Clail and Savoth-Slar Norrifiral z&X31a0 itcluolifulon-IrripaclActuot; Gland 12J3112022 yons Yes, No NUA Conripsocift Edge Filborglarat Single Door with 84delde(3) 0 riswrocutsyung. XO. OX or OXO Configurations) 28 b. Th.-T. Filb-Clises-cl S.-th-Star Norninal 81161109.0 Squoliklon-l"nicill Gland 1213112= Y- Year No WA Cowni-tat Edge Ito Is, Door %Mth or without Sidefitato )O(a O)VO O.Z,r .=b configurations) Florida Departirritent of Business & Professional Regulation Building Codes and Staridards Product Approval Application Delliall Page 1 .12 1412021 GAO Blum 20 am 2gk2UU= 21111A I= Vanlon ittlaidislial cad" ffrkn- & Lk-, VIldd,d W Ydmod ambaLsw fAL&NUmd A,--d R".1. 2020 MI ond-nd Door. grant ating� Luis Roberto L- Sloven M UAdh PE IMOM20 10004,2020 INIS7020 i2msnox Approved crassilwy: Exterlor Doors '717) am-S300 PLI-62814 (7117) W-8454 Subcategory: Sliding Exterior Dow Assisnitfles bAll,gartlin-icl a - Compliance Mathes: Evoul Repon Worn a Frorld.Ftog .10clArch"CloroLloonsedFlorldo Prohisrustrail lingintser Gamilty Ajunizaree Aborbired for Use Approlordtor Ust I1111111111fit 2WO AMA MM&UM.H= =!nUMINUM Product Donerlation Coaijs�t-lrdlan 0,65 In HVHZ Oullsich, HVHZ Resistant Firiontur. 1 GGO SERIES 420 ALUMINUM &GO OKO G02 4 No Yes M. MIA l4S-Y4&quo1:xa0&quck NON -REINFORCED 2 SERIES 420 ALUMINUM SGO 599165 420ALUMINUM SGO OX. XO. XX Q1310024 No Yes No MIA 969quato,601squot; NON -REINFORCED 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED 0X0 213,11202: No Yen 0, NIA 4 SERIEO 420 ALUM�NUMM SERIES 420 ALUMINUM 900 F ORCED OX R:�NF 2M =2 No Year .0 WA :00 :EJMFORCrD 5 SERIES420ALUMNU GO EINFORCED 36RIES 420 ALUMINUM 800 R M ORCSO AM 121311'2024 No Y. No MIA Florida Departrimil of Business & Professional Regulation Psge, 1 02 Building Codes and Standards Product Approval Application Detail 20 12111111 Dab Pascal 20 mm XK= uslisam g-Mugg cogwiffAmom XialiallsOult ywdw BLIIMiftd FQC Ancirl AD-wd man RL"I'lon 2020 Wtayr,.DoOlon. . d1hrision od O-mosd DOW D-ym, Korl John E $win J affair P Mosel P E I OA M102 0 09,2912020 1=312020 IW5(2020 Armored Corporation 'Mi IM-812i PE-51737 (904) 521-5200 Category: Extorter Door ifloorni'Magi-imdh.. StilbCd000ry: SnOtranal Bring Door Assearbileat COMPIllionot Udbod: EVAIUMOM FWPW tom a Florlds Registered Architect or a Uwwd Florida Professional Engineer #ILAR2484t2D Areducta AMR mmtffff-NM Procluxiiiinisirlitcl Assorch"d for Use Aonrobvefwum LmLf" lawkin In HVHZ ousics, tw uslallini 3 at 105 UJI130, Mo. wean 14&939: hb. height GI.Ang t 213 1 f2AO 2 3 No Y" Yes -31 Is suallable In to or Intoned we secolon. a 11090111110"200 #1 in 161111039, Mu Idth. 14&839' . Mkic hilght. (310RO IMMA23 No Yet Y" -304W-33.50 inailloblit In top or intermediate tactics. 1 6000181001120061124 111141,539, Ma aiddr, 148139- Wax helght Glazing 121310023 No Ya Yes -34,4W38.30 inotlablis In top or Intormodfiste storim Florida Despartmearrit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. I at 1 IA"21 * ft W- gzk =9 20 aim bob P-,I- all 11121 vffdo mgadag= Carol License validated ter Vaildal*d M&MM*a POCPANgnd Appro A" Re�islon 2020 Curries, DIAsio,i PFAADG, Inc. r- Rall UL LLC Troy Sithop. P I! 12MO/2020 IMIM20 12J2112020 AporMd category: Ext.ricir Occors 494-2013 (954) 947-0880 Subcategory: F.I.Mor Door C-p .. Me :041) orm.aft.yCastraii Cc C-01004t, MWbbd! Cellfcallort Mark w Listing In Outility Assuroarice, Aboroyeal for Use Approyed for Use ANWA 2MM aw twammimu" us In HVHZ Outed, HVHIZ gogsurt ��7muLff-QLAM 1 47,737.777 and $47 Singilittrid Pairs of Rush, 011 and L-.d Inc. and mi. or 12131=5 Y. Y. yet N/A Doe"a hollm metal time (D U) -FU > 0 (D fil L- Q- o 2 0_ Cu CD Cu 0 0 "M rn Co. a 0 Cu 0 CU 0 Cu > .cn W -0 0 E w 2 C:)- = Cn m -0 40 . a -&-a CU co < Z Z W mi Cn E W M > > CL 0 0- o< 0 0 < L- -0--0 L) Cu M =3 < -0 0 L Cu W < SHEET NO. PA 1,0� .1--i - - - ___ - � �- 1 1, - - 1. - 1 11 - - . I - - I - - - --- - __ 1 1, 1 ..' 1 .1 1 -a i ness4i t to- - � - 1 1. "1 - � J__j 11 - I . _ - .! - .1 "LL AJU----- - __ - I . - - - I I _. I - - - - - - - . � J� _. A. It Florida Department of Business & Professional Regulation Page 0 of 9 Building Codes and Standards 1=022 Product Approval Application Detail Enfilly at Dow Paridina version ManvWurer Coll= EnflainestrAiLlconse Validartall By vaiwom Sualortgod FISC Approval Approved .1dw Revision 2020 Therms-Tru Corporation Save JSSPSMW Lyndon F Scii P E, Ryon J. King, P.E. 11W71120211 0211&2021 1 011 3r" 1 121,15=1 Approved Category: Enharlor Door& (8= 843-7W8 PE43409 (813) 787-r� Subcategory'. Snifinging Extemor Door Assemblies sjoispersonativermatru.co Compilarrow MeMod7 Evaluation Report from a in Florida RegistansdArchhector a Licensed Florida Professional Engmeefl, PLE26014tl Produces Quallity Assurince AIDDMV*dftrUn AporoVedftrUst Impact oftle" 22" Product Model, NLIMD*r or NM* Product Description GentriactExemillawn DIU In HYHZ Outside HVHZ Resistant Promote 1 a Thsommus-Tru Fiber-OImio and Stroctri-Sler Nominal "030:8 JLquotNon-ImpoicAquot Opaque 1213112022 No Y" No MIA Cornposhe Edge Fiberglass Single Dow (InsovriglOubruiring; X configuration) 2 b Thatme-Tru Fiter-Clessic and Smooth-Shat Nominal eL4139;8 &Aluot�Non.nipectlliquot Opaque 1213112022 No Yes No WA Compoosto Sd9a Fiberglass Simple Dow vvith SWAJIRAJ (ImirflInglOulaWmg: XO, OX or OXO configurations) 3 o. Theirmst-Tru Fiber-Clasoic end Smooth -Star Nominal 69039;8 "Non-Irripactilquor; Opaque 1213112022 No yes No MIA Fiberg= Cnv..W Edge Double Door Wth or Without Satellites (InarearigiCullseving; XX or OXXO configuration.) 4 d Tln.T,. Fib.,Z].-i. Amid SmixitJ Nominal 7'0 &q..d;N.m.1nAwd0.ak Opaque 12J3112022 No Yet No MIA Composite Edge Fr beiglass, Single Door 6 s, Therms-Tru Piber-Cinsic and Smooth -Star (In-grOuts,oring; X configuration) Nominal 711110J III Non-ImpikeSquot Opaque 12/31=22 No Yes No MIA f Thorma-Tiru FibeClossur; wed 7 g Tharnme-Tru Fiber -Classic and Snopoth-Star 8 h. Therms-Tru Fiber-CWwc and SffWK.S%f 9 1 Therma-7rw fiber-Chositic and 8trimth-Star 10 1 71herrins-7nu Fibe,.Cb"c am Smooth -SW 11 k Tharms-Tru FlIger-Classic and SmOototh-Stor 12 1 Themu-T�Fiber-CJa"ca�dSmooth.glar 13 m. ThommAJ Fiber-Claosto and Smooth,'Atair 14 n. Thernw-Tru Fiber-Cbmwic and S nood -blur 16 a Thernme-Tru Fiber�Ckmic and Strocith.Stor is p. Therma-Tru Fiber-CImic and Smooth -Star 17 q. Therma-l-tu Flber.Chmic and Smoctill-Sigar 18 r Thaimms-7 nu Fiber-C�osit and Srilooth-Star is & Thatme-Tru Fiber-Clomm; end Sinco li-Stor 20 t Thermo-Tru Flbor-Clossic sued Smoth-Stor 21 u. Tharms-Tru Fbor.Ckmic and Smooth -Star 22 v. TImernia-Tru Fiber-CWwic and Smocith-Star 23 w Thorma-Tru Filoor.Classic and Smoolti-Stior 24 it. Therms-Tru Fiber.Classic arid Smooth -Star 25 y TheAms-Tru Fiber -Classic and Smooth -Star 26 z. Thernia-Tru Fflaer.Classic and Smooth -Star 27 U. Thomms-Tru FbW-CialMe and Sfnooth-Stat 28 zb. Thermo-Tru FiwamWc and Smooth -Stair 29 ic. Therme-Till Fliber-Closalc arid Smooldfl-Stmor 30 zd Thsrrno,Tru Filbse-Clessic and Smooth-Smar 31 z*. Therinfla-I'm Fiwaamc and Smactil-Star Cornpooft Edge Fiberglass Single Door �ith Sideldo(s) (Inwrong/Ohirlorfling; Y.O. OX or OXO corrfigurations) Nominal 86939;0 liquatNum-Impactilquot Opaque 125112022 No Yes No MIA Composite Edge Fiberglass single Door onsviihigrOulavringi; X oamuflgumfltlon� Nominal 8&#U;O t6quititNon-IffmaReSquot Opaque 12131r2022 No Yes No MIA Composswe Edge Fiberglass Single Door With Sidelfle(s) Onsiving/Oubtfliving; XO, OX a OXO configurations) Nominal 65111139:0 Iliquo0on-Irrepact8quot, Opaque 12t3l/2022 No Yes No MIA Composite Edge Fiberglass Double Door Mh or vArthout Sidelloss (IrmervingrOutioulng; XX or OXXO configurations) Nominal O&OW8 IliquatNon-I rripacdquot: Glazed 12131r2022 No Yes No NIA Composite Edge Fiberglass Single Door (ImNeringlOurbriving; X configuration) Nominal 6&039;8 &quo1LNom.Impact" Glazed 12/3112022 No yes No MIA Composas Edge Fiberglass Single Dow with Sidelft(a) (InavAnglOulosefing; XO, OX at OXO gonfigurriffians) Nominal C&A109:68,quot.Non-Impact8quot Glazed 1261/2022 No Y" No WA Compoaft Edge Fiberglass Double Door *Atli or Wthout Solities (Inflivang/Oulativing; XX or OXXO configurations) Norridnal 7&939;0 " Non-1 rit"Viliqualt, Glazed 12/3112D22 No Yes No NfA Composite Edge Fiberglass Single Door ansvArelOubs.ing; X configuration) Nominal 7&#N:O &,qualrNon-Imp"Quat Glazed i2l31JJ2D22 No yes No WA Composite Edge Rberglass Single Door vOth Sidelft(s) (InaWng/Oulavulng, XO, OX a, OXO configurations) Nominal $&#N:O squat Non -I mpourtlicluct. Glazed 12t3l/2022 No Y" No WA Co.. secatite Edge Fiberglass Single Door V nitivingfOutiewing: X configuramon) Nominal GAAJ ilquot; Non-Inipmatilliqual; Glazed 1213112022 No Yes, No MIA Composite Edge Rbofglggg ¬e Door vital Sloollfe(s) (InsW mg/Ourraiming; XO, OX or CXO contiounationg) Nominal 68#3Q:O illiquot.Non-Impactilquot: Glazed 123112022 No YON No NfA Cqmposft Edge Fiberglass Double Door vhffi or vilthout Stdolitim inviving/Outbouing; XX or OXXO configurations) Nominal G&M;8 Lquot;Non-Impectiscluct Opaque 12/3112D22 No Yes No MIA Composwast Edge Fiberglass Single Door widit Transom (InvoAnW0trwAn9; OIX coniguration) Nominal 6&M;g &cp#ptNcn-Imp&vI&quaL Opaque 1213112022 No Yes No MIA Composite, Edge Rborgent Singlai Dow vath Sidelft(s) simil Tiansiam, (InsviAng/OutiviAng: OfXO. CiOxcirotrox0ownfiguistions) Nominal 610139.8 illquathlon-Imped8oQuot; Opaque 1213112022 No Yes No N/A Carroposits, Edge Fiberglass single Dow wft Sidolitefel (Inanning/Outwehig; XO, OX or OXO Contnuous Head and Sill configurations) Norninal 8LMQ;O Iliquot;Non-ImpaurAquot; Opaque 1213112022 No yes No WA Compoohe Edge Fiberglass Single Door wb Sidefirso(o) f1romminglOultroving, XO, OX or OXO Continuous Head and Sill configumma ) Norminal SA#M:8 "Non4ripaculiquot Glazed 12131t2022 No yes No N/A Cornipicalte Edge Fiberglass Single Door vAth Sidelfte(s) OnamingiOutoriving; XO, OX or OXO Continuous Head and Sill configunato Nominal 83A13SOilquothlon-Impactliquat Glazed INW2022 No Yes No NIA Composite Edge Fiberglass Single Dow with SIdelffire) (I nsW rigJOutervAing; XO, OX or OXO ConlInLious Head and Sill configurations) Nominal AMUA39;8 &QuotNon-Im;pNJct&quc!; Opaque 121W2022 No YON No WA Composite Edge Fiberglass Door Panels voth Vented Sidelho(s) ormniving/Oulsoving; >D� Wor)O= wrifigunionors) Norimmal 8"39;0 &quOtNon-Irinpactaquat; Opaque 12131r2022 No Yes. No MIA Ccrinpoeft Edge Fiberglass Door Pandlawfill Vented Sidallifle(s) (Insving/rOutsviAng: XX. XXX or XXXX configurations) Nominal 660113PAJIliquatNon-ImpactrAcktot Glazed 12/3112D22 No YON No WA Composite Edge Fiberglass Door Pawls with Verrietid -qtdeWo(&) (noWnWOUmAng: XY. XXX or XXXX cortiguraborm) Nominal 81,M;0iliquathical-Impactilquot Glazed 12/3112022 No yes No WA Composite Edge Fiberglass Door Pawls with Vented Sitielft(s) onsurAngiflOtits-ing; )V, )OC(or )0= configurations) Nominal ftA39�S&qUotNon-lmpaaAquolL Glazed 12/3112022 No Yes No N/A Cormociallor Edge Fiberglass Single Door vAh 3039;0 Sldslft(sl (maoinglOubineing; XO, OX a OXO configurations) Nominal 8111#39:8 11liquotNon-ImpoicAquat. Glazed 12131=22 No Year No MIA Composite Edge Fiberglass Double Door %ft 3&M�O Sidelmot (ImeWrigYOut&Wng: OXX0 conflounatlon) Nominal 89039:0 &quatNom-Im%pAJet&qUot Glazed 12131J2022 No Yes, No WA Compoerop Edge Fiberglass Single Dow vvith 3&111219�0 Sidelil QnsivinglOutirwrig: XO, OX or OX0 configurations) Nominal 8&030;0 &qJJKNon-ImpMI&qvot Glazed 12131/2022 No YAN, No MIA Composift Edge Flatiqlass Double Door %ft 34MIS9,11) Sidelines (InswilgiOultsvoing, 11,00 configuration) Nominal 79AIJ "Non-I mperati8quot, Shalver lMl=22 No Yes No WA Sairies Composite Edge Glazed Filasighms Smitil. Door WM or Wthout 1&#W,2 Sidelite(A) QnsvvingiOubrift, X OX XO or OXO catifigurabons) Florida Department of Business and Professional Regulation Building Codes and Standards 311512022 Product Approval Application Detail FL#92E&R31 290 Ently Daft 20 M M Awa 7Y.Rp Vfrficn Manufactu Conte Engineer & Validated py Validated Submitted Pandin Approved Approved Revision 2020 POLYGLASS USA MauryAlperL License John W lW26M20 1W2VX20 FBQ 12J1W2D20 Category: Roofing S9S42331330$rA%dpert@polygI;mAA; com Robert Nientrinan Knezevich. PE Approval Subcategory: PE-59188 R54) 772.=4 11101/= Unclarlayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida professional Engineer FLN6259-R31 Products QUgW-A2MnM 6WOMalfill In HVHZ U20 Allartilits linnanat Down Fri;;i4re A20.2 Product Modall, liturnitur, or N PrAndual Inescripti 2FA2 I Pollyglass, RomilUnderlayments Rooling undarlayrnents 1011r= No Y" NJA NIAI-822b 1 Petroleum; Roof Undeftyment; (HVHZ) Pollyallass Poor undestairmerits for use in ri 212Y2023 Yes No N/A NIA HVI42)urlsallodone 2 Polyglass Roof Undeftyrnerits (rkon-HVHZ) Polyglass roof Undorlaymerits. for Use in lZF2w= No Y" NIA +WAI-022.5 10150 non-HVHZ jusisdiftris. I Polyglaso Roof Underkyonerts, (HVHZ) Pollygloses roof underhoyments for uses in IFBC 12(2Y2023 Y" No NIA NIA HVINZ)u1stliflilars, 2 Polyglot= Roof Undwbymwts (nm-HVHZ) Polyglon rcof undedarriments for u m in I WY20M No Y" N/A +N/AiLO22-5 FS0 non+IVHZ juirtedlations. I Polyglow Roof Undarlayflinambe (HVHZ) Pollyglese rouf undadaymarmis for tam in FSC 1 21231= Y" No NIA NIA HVHZ)ulsdwons. 2 Pohroam Roof Underlayments, (non-HVH4t Polygilems motif undodaymots forum in 12(23t= No Y" N/A +W&t-822.5 FSC non.HVHZ jurlodictions. 1 Potroage, Roof Uriderhayrriento (HVHZ) Polygilaws rod undarloymarits, for uses In FSCI X23=3 YON No WA N/A HVHZ judediatiorms 2 Polygram Roof Undertairmients (non-HVHZ Pollyaloss rpof underloymAints. Tot use In 12f2 No yes N/A +NW-022.5 FSC non.HVHZ jurisactamer. Florida Npartiment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pop 2 Rf2 MWAX15 22112. En&v Or go an Daft lesondflos go Do Version M-uh*tzm cool trialuser A luterato VWIdKid By voll BLAUNbd FICAWMVOI Appro mm R"ii- 2020 Mllak In. r1l, L"Id. ICC Evaluation S4tA, LLC ICC Evelualson 9"co 0IM312023 12f2W2022 01)(13MD23 Approved casoory: structuratcompon its (95Z) se"6W LLC auticablipiry: Truss Pitt. -IdrAll com (205) 59940300 co"Au" miw4m: Evaluation Report 3 Prasfti.t EvAilation Endly, OLoft AAM&Ann Aparovid fair Use Atioraimid for Us# b2id 211111111011 N...b. - Name IMAWL2M6d" rawmuLmkdigLkm 11111= Ohdd, HV14Z an"" tommem, I s 16 go. Non stirmoth trais confleeta plot. 12/31/2024 Yes Y. WA WA 2 lillasms 16 go super high amorger I.. con-lor plot. 1213112024 Yes Yes MIA WA 3 Mil Is Is go trust oon"Oto, Oats 1213112024 YON Y" MIA WA 4 WISH$ 16 vs. Non strength trust own6dor P1410 12131/2024 yes yes NIA MIA 5 MT20HS 20 a.. Non WromeM trust comMadev Flats 1213112024 Yes Yes N/A MIA a TOO. MT13 is go trust conflodar plot. 1213112024 Y" Yes WA WA I TL20' WT20 20 go was conme" Plot" imifl(124 Y" yu MIA M/A Florida Deportirmarrit of Business & Professional Regulation pwi Art Building Codes a rid Site roclords 115ro2i Product Approval Application Deft it Rise ar 20 glu 11,11hopAnd- an IV" VW*o Monwiscouir cwdgAt Bndnw& Lkmn& Vendetta 1* ValkhtNa SUblOftd FSC Approval Ourpso Imm Affleilation 2020 PGT INdustriss JostRosoureld Milem-DOOR 8000 - CER liftiml-D644, SCOO - VAL 11105.imo 1 %fim2a lltll/2020 Approved Colottlary; Wnd- F04114u.0100 �7118) 3154990 illaticategary; Sl Hung CUMPIIMDMOMWt CWM�M WON ff Losing Am Ituila,sar Nadu gwikAUNLIM A20mnghLuu AORMEUKJAK uso 2ula 29" 11111gor NAM Product Dimsenimilon Contract EImim Dais In MVNZ damime NVHr 81111= Pr�re 2 (La..". "ital. Impact) Viq single Hung Whodoo, 01W/20M Y. YON Y. WA Florida Dopertmient of Business & Profmimal Regulation Pass 1 of I Building Codas and Standards IISM21 Product Approval Application Detail N I a WWW, 292 au Iftwo piridirto gas Mtn V11111111 moiambEK Comd Validated Do vwmtod Submitted PAC ApAAAQV11 Approved Affirnmillon 2020 Pair Imitable, Jan. R-.W 1,11ani-Dod. SCOO - CER Mh..�Dod. RCCO - VAL 11MWN20 1 11OW420 1111112020 Approved Calmigaiii; Wrid- (941) 4WDl 00 (780) 31s.2500 RaCatopory: PAN,! yosouishQpganoustroto CMOIMD UdhOO: CWUI�UM Me& a LINIng FLAM43AN PMdU am ANA wmm� 2u&&Aummu Assented to, Us, A2ugddnLuu P-hict Dowarlatlail C,&,d Retaliation Dab 1, NVINZ 0uhilds HVHZ WMEA Stabiel 2iwm F-, 5 5MMg. 33. ].Pod) Viny! Fhd W.d., 04M)2026 Yes Yes YOR WA Florida Deportment of Business & Professional Regulation legiol or I Building Codes and Standards liara2l Product Approval Application Detail rak Erdi� or 2* also Dab Fordsou Am, 112111 verom §OgbMLAIKtAU Validated by You&W AWNL&2d F&C Aponnial Amoo Re,13100 2020 Miliftocestrid0cor, Small SMI.g. A-doonNthteduml Savo� M UNch. Pff 11310III'mo 10104.12020 1001W2020 APProwd Category: wridaies 0171 305-MI) Manufacturers Asoottlaton (7117)317-8454 W,bC.Mg.,V: 14cillantol Slow boMingerQrfivd.� Compillone. Mdhw: C�0.0- Work w Losing "#3M4L2Pr6&WM oumavAlvzw" Amproved far Use Approved far Use kn= 219M B21SLau2d= La= outside HVHZ Algo" WIN= 73.02 I-I.Awl G." 02116=4 No Yes No .31,46 Florida Dorportrimment of Business & Profenional Regulation Not I At I Building Codes and Standards Product Approval Application Detail �gft 111011111 292 an Dab flisrusm am AM Volga instillations 22drA Mvlftw & Usains, ftlddod Ov votiw fLimMod PSC Approve! Agoraftial lwbm Rot4sloft 2020 M1 Vifind -4 Door. anent Silliflovi- La; R Lomas PE Steven M. Urich, PE igmwmo lV054202C '101192020 12115J7020 Approved Casuistry; Vindows (717) 305-3300 PE-52514 (717� N7-11145+ awkcmopry: Mulloris liskingeramlind.- CWOMD Method: EVIOUNJIM MAGNA tom 4 Florida Regisittrad Architect a a Licensed Florida Professional Engineer Z609&%ULUEQA%m gUdbASSEM Anwaysid Mor Us, A,,,,,d For Use Imp" RAMM aw as --- imeher, Us- !y 2MAML2kwg" GgaksLl&goL2L21b in KVHZ 2wddLt= agdat" ea� 2 Vorticol Alannum Mullion I V31 rM4 No Too Yes MIA Florida Departimment of Business & Professional Regulation Building Codes and Standards Product Approval Application Delgall pitas I at I IM021 Florida Department of Susinsiss & Prollmional Regulation Building Codes and Standards Product Approval Application Detail Pop 2 GO IGAMI QM coua go MR @dLfm)AM ads 2991t Lift Or am an DaN loorldris mull VKMOn ifielljognina Quilted BIMAKA669= YWAKIgLk gwow Submitted FISCAMMal Amplowd TV" Venison Man cont"t libralwor & Uporm Vd"od 0w Valdosta MLM.M" F&C Approval AMM *am Revision 2020 Jimmas Nam* Gullifing Produces, Ime. Chad Olarck. V And- Tom John 8.0taird, P ff. 01005rMl l2Fl4r2D20 01"0021 ding FOC Again Revision 2020 AUNd. NJ& Twerps. Lrd. F� Ser-lat, P.F Ryan J. lung. P G. 02113M21 02/1&2021 OW20021 WM2021 Approved caft.y: Panel Walk low 545-41159 PE-01002 (352) 397-2526 category: Panel Wags (330922-2389 P"409 (013) 7117-0655 subcodogirry: ailing Chaddiarakrughmovisard sudicafte"ry; Sam" mthorninsome.1.1descom Caniplimic. MWhGd: &W-fian Report tom. CoMA� Method; Evaluation Report froom a Flarld. Registered Arthited No U-sed Florida Florida Residents Architect a a Licensed Fladdo, E4LUEWDAMM P,d*W..l Eridirlsor "SM40 Products koression.1r.01- OU.Ib-Asymem Approved far Use Awroviol for Use how position Qu*W A~- Approved far Use Amovee far Use 1.04a Q"kp Ala Product KadeL Member or Nwm Product Description Co=ad lboilroklan DOW In witz 0u"d, HV,-Z ftwoo" Premiums jul hill" khmm, Newdoff OR Nwnw Product Ditsailladom be MVNZ Chot.1d. IRVIJIZ theatus P�m I Comphirk Los Sial fb.�.-t WpNdng 17131=3 Yet Yet WA WA I . &aud;7r&quol: Sam Vent or Sell Vinyl Got 1213ir2m No YON No MIA 2 Hwdi.Plk Lea sitting 1-ce-11 I.P.1divg 12131=3 Yea Yes N/A N/A 2 b iliNak-Assloo T4&quat $ask Vent or Said Vinyl Still 12/31)2023 No Yet, No NIA 3 a. gqud;Qrnnbflmr Vintatia SeadediMoll: Saffil vent or am \Any] wis IWI/2023 No Yet No WA 4 it "o5&q,,0; selat vs.: SM Vinyl Sam 1 fJM No Yes No MAN 5 . a Chafter0or3quot, Soft a so " m ;2/3 : Vs Szoil Vmyl S.M 2/3112M No Yes No N/A 8 f. &QUot. super sm&qw: SOR Vom( or Sold MrM Sprint 12/31121123 No Y. No WA Florido Deparinflard of Business & Professional Regulation Pop I of2 Buildling Codas and 6tandards Nlar= Product Approval Application Detail I S90 arm a no 20 Dab ftidw as in Version Kohilimeal Contact 2910"LA.61isaft VdkiKed OV vamcw*d BUBM"ted PDC A=OW Aumved 1111.4.1. 2020 TAMKO 5.11d,ig Product, LLC KAM Eden Robert WRATilmorl John W, Kneirsvich, FIE 004M22 002*D22 08/0411 1011112022 Approved Category; Rooling (417) 024-0044 PE-591$6 (954)112-6224 SubCdWry: Underwiments kswd�edwetsmlkoeom comiallorlso Method: Evoluallon Room form a Flailde RaghteradArith"wit a A LiGersed Florida FL#1232MtOPro&db Professional Engineer Ana Prd,,d added. Number or Me- QMWUANNMM boARL21NEW�m Cordrand liboultedion AssigedougLust A,,,&,d Modo 1, HV14Z gAdakw for use La= Sabha lission Immm I TANNO Real UndodaYfflenh, (HVHZI Roof undNiste-flig far me In F13C HVHZ ovoirme Yes NO WA MIA 2 TAMKQ Roof Undit"aryntents (NOKL HVHZ) Roof undefityments for we In FSC it wJHVKZ asmirms No Yes WA MIA jurisdictions Florida Departimsent of Business & Profiessiorial Regulation popil all Building Codes and Standards 1171= Product Approval Applicardoin Detail ggg'� g Qft lovely 20 m Dow Panama 20 LM gLgo amiww=K QE= Enoinew, A U� %am" ydg= &arm origum AROMM a" Reveler, 2020 Lontanco Katrow J1.1lay James I. Sucknor, P.E. StSvion Its UrIch, PE 11/23=20 11/23=20 11,7WO20 ffiloFEICApp. Category: Retailing (501) 083-0183 PE-31742 (711n317-0454 OulaCat"ary: Rooflog Accessorri" that we an Jil"itywarna... Intognal PART of the Roofing Syflksm Cormilaxt MWwd: evaimlion Report torn . Florida Flogistaned Archteat or a Loser Rod Florida P,aMW..IEAoA.r FLA"120MPhiduab Asip"ll Per Use Asaw-od IN, Use imow Covelarl thing ProdudMotM.Nmb,,N� Product D,,dfi- C.-IMd libeakedom Dole 1, InItIll outside HVHZ Reallelant lonessure I Dock-Alr'7 DA-4 or TRI-Bulli Dock -Air 0" Low plate. Pollypro"wo Plastic, litooll Vent l2fiono25 No Yes No .9T.M97.5 Madnanwally Afthirled to plywood Dock. Flodds Deparlinniont of Business & Prolissolonal Regulation No. i at I Building Codes and Standards 1 re"22 Product Approval Application Detail am Frittly w gm Qk DattPeadirm im Verson Manufacturer contact Inflialruser & License valkwed By vskjargod Subfntftd FW Approval Approved Revision 2020 All American Shutters and Glen Mike Serbled Frank L Ban Milmdo, P r Troy Behop, P.E. IOM2020 1 Olt 5=0 liJ0512020 1211 SM20 Approved Coli Shutters 1501) 712-9041112 PE-0040549 (954) 947-0880 SubCobstiory: Storm Parmils; mikelgigiallomoricalimilidbi Compliamos, Ifirldhad: Evalualkin Report from a Iscarn Florida Registered Architect or a Licensed Florida Professional Engineer Fi�#178mm3ptoducits OUSIRWAMurance Approved for Use Approved far Use bugai Detail S440 Proguat Model, Nuffli or Nam Proguortootwellops conkilig 50raftm Dols, In HVHZ OUSM HY`KZ oureistam prosest I 24ga Galvanized Slow Slow Panel. 24go Galvanized Sumil Storm Pines 12f3l/M22 yes Yet YON NIA Florida Department of Bursinims & Professional Regulation F.P. I or I Building Codes and Standarift 11,14M Product Approval Application Detail army go 2U ode randloos bm ZMWMLLLMM kdgdmLmx validgm aLftnmw OWLADZM R-ision 2o2o Wayhoomes, Flob Qugtdvi� ICC rviu6hw S"eo, ILLC 1- Loh- P.G. 02)DZ021 10M312020 n2103=21 Appra�vd cirtegarv! seurcturN comperient. (253)9"76 least M3286 ButiClit"Cry: liftinasom L� Rabert2aldolnihimeywho Carrellaince 111offied: elmlation Report Poor, a auser.com ProduGI Evaluation Ently FAMUT-All Frodbido AWAL&UMM Awarinvied far Use Alai Prookia Model. Number a Nam Protest D�ima Consist awflotern Chim in their. out" Relhonamil Frommimat I Metal" LVL tarrinaltdVonowl-oftor 03131=3 No Yes NJA N/A 2 Paralsin PSL Parallel attend Lumber OV3lrM3 No Yes NrA MIA 3 Tlnibeftard LSL Laminated Strad Lumber OMI=3 No Yes NiA MIA 4 TJ Ism Board Strudu rod Compookir Lumber Or oriented Strand 03V31W23 No Yea MIA WA acatoRnel3cord 5 Yho"ouser An. Board Oftiled Striord Board Film NoWd 03131/"23 No Y. MIA MIA 2ma Miles vwwo Maiuk=w Revision 2020 L.V. Thanipsom, [me. MR ThompKim A1111111tooduriM Metals Conipany (TAMOO) Category: Roollne likoliCalmory! RodmoAcmudeethil Oman riwad Put 61the Rating systorm Complianco Idualfrod: "aban A pen *me Florida Registered A.Ilitroet or a Li:..d Rorids FLNION"l Pfbd� prof..Marel Knorree, ftA Product, Model. Musimbor At No - I TANCO Flat Top OIRRIdge, Vast will Me la, I'll. 2 TAMCO GoOmAtflack Vent 3 TANGO 011,Ridgee Rod Vent hh Me 4 TAMCO Round Top Qfl�lll Mgt Vent with Baffie for Tilt Florida Deportinnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail cloug Contact andhw&LkWI6 rany Csawrum Z.oftni R. Pried (1113)245-me PE-74021 twwag"talmoing,= Phicalkeel Deserted- 26 go eftlic'.1 vantlator sell a.m. 299. 28 9. we& =1 VOrdst0v Won Int"rated baffle 28 go, ftft Fear verflilata with baffle Vallithillod OV otean M. UrIcn, PP (717)W-11454 Pop. 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Lomas Category: loonsi Mitt (407) 5G&.MB pr.0514 suiticaegory! Scift aphaidurninurrillno"o Carimplance M~: Illimiuman Report Nam a 0.00"' Ford. R.gioe-4 Arlithell a A Lk..ftd Florida ProftselamiEnonew FLNIMI-RS Firowds "a"' or Produce DWod@Lw Al Akjmllwm litend Samp; Vented Nun -Anion SW Aphe Ali-Iftun, Ildid &-timp; Varied Alummon Cm U &snkp; wow Soffit Cliti &.mP; woud am oft Dab Pdko ibis kdwd" kagod aom= fJLAWA13A Aggand X" Steven it& Urkh, PE 11116020 11/118'm 11r2012020 Approved (717) 3174454 awoft A~""- Approved far Use Awaresid far Use Immat a"&, QRWAOIAMXWLwk In MANZ 2699&ii= flosstord Premiums 0?tM023 No Y.. No MIA Florida Department oil Business & Professional Regulation pop 1 at I Building Codes and Standards 711711423 Product Approval Application Detail ErArly or go au gdLeomm gin BUIS Version iseembabigg QWAIIARA Endirlear & 1.1-im, VAdkd 8, kd"W Sedwilbod FOC ARJJ Ap-Ad R.V.I. 2020 Ml Vftdms and C"s Suent smi.s. 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NW*K a saw Willient far As Door% And Wind - Florida Deportment of Business & Proill"Allignel Regularbon Building Codes and Standards Product Approval Application Debit 44 - - - CO., - do C%j - 1= 0;t 21OC = L&- ca- C= 41%4 C= cc Cis CL..= .0 Cis C2 Im"I AU111ILK 20 an 2kvj*am am ;5 is; cum KMALV-LLOM xmwa&Lk YANgAm Rumam LWL&gDLLII Method - am )on* Rosiewski Miann-Deds, SO00 - CER MAM-Dado 8000 - VAL 1 1/05M20 1 iflow"20 1 ill IrA20 CL. itisaltivird (IN 1� 455-0100 JY86)315.2wo i-cevoldisingtilduAlfles, am 2wdbAmumn Allaulaisdatijbilit A-vaellfor Use inut Rolm Product Onctloaii CO*�t Expkuknimt In MVKZ OUtold, IAVNZ Itniqlant Promm Nummim Mulkon. ofir2finom Yes Yes Y- NiA Florida Department of Business & Prollessionall Regulation Building Codes and Standards Product Approval Application Detail Pop 3 .14 3111ran Do am ode P�dw An 3122 Version jibiguagand Cordact Validated ywidded fktmmi FICApproyall ADM a" R.-A 2020 GAF "ohato 311411, RMNI John W. 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Robert Gillis Samuel A Groonlaoro John HOY 12M Sr2M 12116020 1209M20 ding FOC AW, cohosoxv: (813) 60-3701 PF-14245 1352) 5a&5311 SitbColegory: Products IA,GW.d JA Result of procostaidaQolicaeorm Move real weigy Conspillowe 1111"notl: Evaluation Paper! fiven a Florida Reigamunidl Aralifteal a a Limited ForNs prolovolonviErron"r gwAtAUKAM& Agaronfled Joe Use A-,,d far Use kaud Avis AN" Product Model, Aftentier a N� Product pnoloon Contact axomi_ 1110,14, In MVKI Cloolsida HVINZ Roftlail Pr�re I Quality P-A or C�arooil Conemote, Pnoduats Preasst Amid Prestretwed Concrete Lkitels 051=024 No yoo WA MIA November 1, 2023 1 Cn -CD > 2 0_ 0 -7m CU Cn a 0 2 a .0 LL %#_ 0 ca > An -0 a) Cn E M Cx a. CIO 40- Z Z W mi Cn (1) E W CU ICU > L_ 2 > CL 0 CL < L) =3 RID 2- CL U) ICU M < Dam F- 0 Lots. ca LU Z _J a_ SHEET NO. 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Lum PK LLC M4,2= OTM40M armacm Aflpfaiffild *06184yr VAM"" RD~ P&411133 VIN)IRS44011, apba"wri; fbw R41)01.0w pokawmergiraff BAINNALWOOK AMR Pfaigivat Madel. guisky at MM kinking oeottmenaboom in GUINN 1 l0aminaparipFican 10 Going lur Fluen Fixed 01123121131 YM ya Ph NA ca 9- cm cz cc W CIA LL- C31 2: C= to ..:x C%A 2 C3 tj cc a) (D cn -FU > 0 (D 0 C) cu - U) a5 CU -cu 0) 0 2 a. a —0 c C 0 LL CU 0 = 4.- 0 CU > Mn An (D E a) 2 cn CUCU 4-0 -0 U) w mi E =:3 cn cu > 0 > L- CL 0 CL < 0 =3 no 0 cl) cu M ICU LLJ < Z z November 1, 2023 1 SHEET NO. PA 1,2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2020 For direct Inks to all SST approisis lisled below, CLICK HERE, W-M. For additional Information regarding Florida's Statewide Product Approval System and Marril-Darto County Notice of Acceptance (NOA). &UQ&Jign. FL*23WRT AW Product Model, Number or Name 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FLI111191511119-Rill 1W Product Model, Number or Name Product Description 1 SD1 Orl 12DBB Outdoor Accents Connector Screw 2 SD9112. SD9212, S010112. SD10212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Stroing-DF00 SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700. SDCF22858, SDCF221014. Strong-Dr?ve SDCP Tirri Screw SDCF221134, SDCF221334, SDCF271955S, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700. $DCP22&`i,8, SDCP22912. Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614. SDHR31400, SOHR31014 Strong -Drive SDHR Combo -Head Screw 7 SCIS25112. SD825134, SDS25200, SDS25212, SDS25300. SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw SDS25500. SDS25500, SDS258M a SD8251126S, SDS262OOSS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2T24, SDWF2720, SDWF2730 Striong-Drive SDWF F lroor.tc�Floor Screw FLUI W07-IRS &W Product Model, Number or Narne EIRIL11192111ill 1 ATR318, ATRI/Z ATRSM. ATR314 Threaded Rods 2 ATUO5, ATUDS-2, ATUDG, ATUOQ.2, ATUD9,3, ATUD14.ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2. BP1/2. 8131/2-3, BP5/8-2, SP5tS-3, 8133M, BF0314-3, BPRTUD3-4 Bearing Plates A CNWY8 CNWlt2. CNW518, CNW314, CNWW8-112, CNW3/4-5/8 CouplerNuts 5 CTUD55, CTLID65, CTUDK CTUD75, CTUD76, CTUD77, CTUDS7. CTUD88, CTUD97, Coupling Take -Up Device CTUDW, CTUD99 6 N3, N4. N5, INS Heavy Hex Nuts 7 RTUD3. RTUD3B, RTUD4, RTUD48, RTUD5, RTUD6, RTU07, RTUD8 Ratcherting Take -Up Device 8 TLID9, TUD10 Take -Up Devoe 9 TUW38 Take-UpWasher 10 URS3 &8" Uplift Rod Run Tradomi System 11 URS4 1/2" Uplift Rod Run Todrown System 12 URS6 W" Uplift Rod Run Todoo," System 13 URSO 3/4" Uplift Rod Run Todom System FLA10441-Rill §W Product Madell. Num bar or Name Pffiduct Description I DTT2 Hold-down 2 HOCIO/4, HDC1 OM Hold-down 3 HOO8, HHDQ1 1, HHDQI 4 Hold-down 4 HOU2, HOU4: HDU5. HOU8, HDU11, HDU14 HoIdAown 5 HPA28, HPA3.5 Sisap4tyle purlin anchor a LSTHD8. LSTHDBRJ Sirap-style hold-down 7 MASA,MASAP Foundation anchor strip, a MPAI32, MPAI" Strap -style purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PA68 Strap -style purfirn anchor 10 PAI18, PAI23. PA128. PA135 Strap -style purfin anchor 11 STHDIO, STHD10RJ Sirstio-ortylo hold -dam 12 STHD14 STHD14RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 121'300020 For dreoll Inks to all SST aipprovals listed below, CLICK HER For additional information regarding Florida!s Statewide Product Approval System and Manni-Dade County Notice of Acceptance INCA). Ww&yal 21 UB series hangers Top flange hangers available in vidth of 1 -9116" and heights ranging from 6_V8" to 15-118" 22 UBAZ series hangers Top flange hangers available in width of 1-9/16" and hinghts ranging from 9-3fl S"to 13-1/8", 23 UEG3. LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-IrZ' 24 MEQ5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from Q" to 32-1/7' 25 MIT series hangers Top flange hangers available in widthe ranging from 1 -911V'to 5- 1f8" and heights ranging from 9-1/4!'Io 24" 26 PF. PIPS, PFDS, PFDSB Swiss hangers Top flange hangers available In width of 1-9/16'and heights ranging from 3,VS" to 7-1/6' 27 RR Ridge rafter connector 28 WP sores hangers Top flange hangers available in widths ranging from 1-9/16"to 7- 118" and heights ranging 9-114"to 32". FL11110860-RO kal 1 ABA44 ABA44R, ABA48, ASA48R. ABAee. ABA88R 2 ABU44, ABU44R, ABU46: ABU461R, ABU5-5, ABUM, ABU65, ABU66, ABU66R. ABU88, ABUBSR, ABU1010, ASUIDIOR, ABU1212, ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z. ABW46RZ, ABW86Z, ABW66RZ. ABW7-7 4 AC4, AC41R, ACE4, ACO, ACOP, ACEO 5 BC4, BC48, BC4R. SCS. BCSR. BCS, BCS2-214, BC52-3/6 6 CB44, C646, C848. CB68, C888 7 CBSQ44-SDS2, CBS046-SDS2. CBSQ6S-SDS2, CBSCI86-5DS2, CBSQ885DS2 8 CC, ECC. ECCU Series 9 CCO-SDS2.5. ECCO-SOS2.5 Saries 10 CPT44Z, CPT687, CPT88Z 11 EPBMA, EP544, EPB46. EPBW 12 FPS47 13 LC844, LCBW 14 LPC4Z,LPCSZ 15 MPG"Z, Mpaw, MPB88Z 10 PB44. PB44R. PB46, PM, P866R 17 PBS44A, PBSQ. PBS65 is PBV6,PBV1O 19 PC44-16 PC46-16, PC48-16. PC84-18, PCOS-16. EPC44-16 EPC48-16. EPC48-15, EP084-16, EPCOO-18 20 PC4Z PC4RZ, PCIM, PCORZ. PC8Z, PCORZ. EPC4Z, EPC4RZ, EPCSZ, EPCSRZ EPCaZ, EPCBRZ 21 PPB44-4Z. PPB44-8Z 22 RPBZ FLXiON6-RO Aill Product Model. Numberor Name 1 FJA, FSA 2 FRFP 3 GH46-6. GH4", GH4", GH48-8, GH410-6, GH410-8. GH66-6, GH66-8, rHe8-e, GH88- 8, GH610-6, CH810-8 4 GLB5A, GLB5B, 01.85C, GLB6D, GILB7,11, GL87B. GL67C, GLB7D 5 GLBT51 2, GBLTS12, GLBT518, GBLTSIe, GLST520; OBLT620 6 HGLBA, HGLSB, HGLBC. HGLBD 7 HGT-2, HGT.3, HGT-4 8 UFP1O-SDS3 9 URFP Product Dow notion Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Bass Embedded Column Base Bolted column caps with WI ranging from 3-114' to 9.11t7and W2 ranging from 3-5/8" to 7-1/2" Saav�ed column caps with WI ranging from 3-1/4" to 9-1/2" and W2 ranging from 3-5Y8" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bass Postcap Postcap Post Base Retrofit Post Bass Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glularn Bearing Plate Glularn Bearing Plate Heavy Glularn Bearing Plate Heavy Girder rodown Universia I Foundation Plate Universe I Retraft Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST apirwovals, Ided below, For addirmal information regarding Flarldes Statewide Product Approval System and MasnZads County Updated 12/30/2020 Notice ofAcoaptance (NCIA). Clugr� Piga FL#1044&R6 I 3W Product Model, Num bar or Name Product Dissortatlion 1 A21. A23, A33, A34. A36, A44 Angles, 2 APA21 , APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, API344R, APVB56, APB06R, APB88, APB8SR. APB1 010, AP131 01 OR, APVB44, Outdoor Accents Post sest APVB44R, APVSW, APVB66R, APV888, APVS88R, APVB1 D1 0, APVB1 D1 OR 4 APDJT2-4, APDJT2R-4. APDJT2-6, APDJT2R-6. APVDJT2A, APVDJT2R-4, APVE)JT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH46, APHH45R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APILS, APT4, APTS, APVL4, APVLe, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH126, API_H2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Birck Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z,CJT4Z,CJT5Z.CJTBZ Concealed Joist Tea 11 DJT14 UeckJostT* 12 DS Dry Wall Stop 13 F,04� FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8. H10A.2, H1 OS, H14. HGAiO Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 2U 1.30,1_60.11L70,1_90 Angles 21 LCF4 Positcop 22 L$30,LS50,LS70,LSOO Silarwable Ang" 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ. LSSJ28RZ. LSSJ28LZ, LSSJ28RZ. LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR 181, LSSR2 1. LSSR2 37, LSSR2 58. LSSFZ210-2, LSSR410 Field Adjustable Slopeable/Skewsble Hanger 20 LTP4, LTP5 Tie Plates 27 ML23Z, MI_24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU2S2, MMLU28, MMLU28-2. MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangars 31 RBC,RBCP Root Bounds ry Clips 32 RST-3 RoofTie-Dam 33 IRTC227. RTC412, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, DTG. HTC4 TnissClips 35 TJ037. TJC57 Truss Jack Clips 38 Z2,Z4.Z44 Panel Stiffener Clips FL#i 0447-R5 Seg # Product Model, Num bar or Noting 1 AHEP 2 DSC2R-SDS3. DSC2L-SDS3, DSC5R-SDS3, DSCSL-SOS3 3 GBO 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2. HHRCA11 81, HHRC", HHRC5.25/3.25. HHRC5.37t3.IZ HHRC80 8 HRCI al, HRC22 7 URU26. LRU28, LRU210. LRU212 8 LSU28, LSSU28. LSSU210 9 TBE4, TBE6 10 TC24 TC26. TC28 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, THA418, THAC4118, THA422, THAC422, THA426. THA422-2, THA426-2 12 THAI 1.81/22, THAl2.0&22, THAl2.1122, THA1222, THA1322. THAJ3522, THA1422 13 THAL422, THAR422 14 THJA2S. LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SOS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 16 VTCR Simpson Strong -Tie 20M FBC Approved Products For direct Inks to All SST lipproVaIS listed below. seassesease"al For additional information regarding Florida's Statewide Product Approval "Iern an d Mani -Dade County Updated 12r430020 Notice or Acceptance (NOA). CLICK H EN e FL#1045&R5 Inj Product Model. Number or Name Product Description 1 ST. BTB, BTH Brick Ties 2 CNIST12, CMST14, CMSTCIS Coiled Straps 3 CS14, CS18. CS18, CS20, CS22 Coiled Straps 4 CSHP18, OSHP20 Coiled Straps 5 CTS21 8 ComprosisloniTension Strap 6 DSP. SSP, TSP Stud to Plate be 7 HI, H10A, H2.5A, H3, H8, H7Z, His, 1-1165, H10-2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tieclown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2-SOS3. HSS2-3-SDS3. HSS4�SDS3 Heavy Stud Shoo 11 HST2 HST3 HST5,HST8 Straight Straps 12 HTS`16, HTS20, HTS24. HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor To Anchor 15 LSTA9. LSTA12. LSTA16. LSTA18, LSTA21 LSTA24, LSTA30, LSTA38 Straight Straps 16 LSTI49, LST173 Siraight Straps 17 LTS20, LTB40 Bridging 18 LTS12. LTS16, LTSIS. LTS20 Light Twist Strap 19 MGT Medium Girder Todown 20 MST27. MST37, MST48, MST60, MST72 Straight Straps 21 MSTAP, MSTA12. MSTAIS. MSTA18, MSTA21, MSTA24, MSTA30, MSTA38 MSTA49 Straight Straps 22 MSTC28, MSTC40, li MSTCeS, MSTC78 Straight Straps 23 MSTC48B3, MSTC88B3 Pre -Bent Straps 24 MST126, MSTI36, MSTI48, MSTISO, MST172 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS3O, MTS30C Medium Twist Strap 26 NCA200-12, NCA202-12, NCA2x8-16, INICA200-16, NCA202-16 Bridging 27 RCW1312, RCW614 Wall Bracing 28 1 RPS22. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 3D SP1. SP2. SP4, SP6, SP8 Stud Ploto To 31 SPH4, SPHe, SPH8 Heavy Stud Plate To 32 SSI.5. SS2.5, SS3. SS4.5 Stud Shoo 33 STU, ST1 2, ST1 8 ST22, ST292. ST2122, ST2115 ST2215, STS215, ST6224, ST6236 Straight Straps 34 T820, TB27. TB30; T838, Ta42. TB48 TB64, TB56 TBSO Tension Bridging 35 TWB10, TWB112, TWB14 Wall Bracing 38 VGT.VGTR,VGTL Variable Pitch Girder Tiodam 37 WBiO8, WBIO8C, WB126, WBI28C, W6143C Vvall Bracing r-Jul-11F 14, Product Description 1 CBH2.37xS.5, CBH2.37x7 83. CBH2.37xg 75 Adjustable Hip -End Connector 2 DU. DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS. HGU5,25-SDS� HGU5.50-SUS, HGU5.e2,SDS, HGU7.00.SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS. HGU9.O0-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5 02-SDS. HHGU7 00-SDS, HHGU7 25-SDS, Light SlopeableJSkewable U Hanger HHGUO.DD-SDS Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUSJ.5V1O, TrussClip HHUSTMID Adjustable Truss Hanger 7 HSUR, HSUL, HSURC. HSULC severs hangers Adjustable Truss Hanger Sized for I -Joss Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCOI Slfg-SDS, HUC01.81/11-SDS. HUCQ210�2-SDS. HUCO210-3-SDS, HUCQ310- SOS, HUC0410-SDS, HUCQ412-SDS. HUCQ5.25/9-SDS, HUCOS 25/11-SDS, HUCQeiO- SOS, HUCQel2-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1 YMM20 For direct Inks to all SST approvals Isted below, CLICK HER For additional information regarding Florida's Statewide Product Approval System and Maui -Dade County Notice of Acceptance (N2Ligg&MM, FL911468-R5 A2g.X Product Model. Numberor Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCPQ210-3-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THGB3. THGSH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SOS3, THGQ3-SD$4 5, THGQH2_SDS3, THOOH3-SDS4.5, THGOH14_90SS Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger FLX11473-R5 Ig" Praduct Model, Number or Name Product Dow notion I DETAL20 Double Embedded Truss Anchor 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, 1415S, H15-2 H18-2S Hurricane Tie 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAL18, HETAL20 Embedded Truss Anchor 6 HGAMIO. HMG Masixonry retrofit con necticirs; 7 HHETA16 i HHETA2Q HHETA24. HHETAQ Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5. LGT4-SDS3 GirderTiedrown 9 LTA2 Lateral Truss Anchor 10 META12, Iii META18. META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, WTSM20, HTSM16. HTSM20 TvAst Strap for Masonry FL#ti49&Rb fi:l" - -_ I—- Product Descrilotion I OTTiZ Dock Tension Tie 2 HD12, H019 Bolted Holdowns 3 H03B, HD5B, HD7B, HD98 Bolted Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, LTT20B. LTT131 Light Tension Ties fL#1 3628-1 JMf Product Model, Number or Name Product Description 1 S8518x24, S8718x24, SB1x30 SB Anchor Baits 2 SSTBI 6, SST820. SSTB24, SSTB28, SST834. SSTB36, SST81 OL, SSTB2OL, SST824L, SSTB Anchor Bolte SSTB28L FL*13OT2-R4 Sri X Product Model, Nuts bar or Name 1 CMST12, CMST14, CMSTCI6. CS14, C816, C818, CS20, CS22 2 HRS6, HRS8; HRS12, FHAS, FHA2, FHAl2, FHA18, FHA24, FHA30, MSTI26, ii NIST148. MSTISO, MST172, SIMST27, SIMST37, SIMST48 3 NTS16,14TS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30. LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9. LSTA12, LSTA15, LSTA18, LSTA211, LSTA24, ST292, ST2122, ST2116, ST2215 0 LSUSH3.25, SUSH3,25, MSUSH3.25 7 LTP5 8 LTS12, ILTS16, I LTS-20 9 MSTA30, MSTA36. ST5216. ST8224t STU, ST12, ST18, ST22, MSTC28, MSTC410, MSTC52 10 MSTC86, IMSTC78, ST8238 11 MTS12, MTS18, MTS18. MTS20. MTS30, MTS24C, MTS30C 12 SfBI.56, S181.81. SW.00, SA82.37, S/B2.56, SIB268, SIB3.12. $W.58. S/133Z2. VB4.DS, SfB4.12, S/B4.28, S/B4.76, &B5.50 13 SVBA2.1218, SIBA2.12110, SIBA2,12JI2, SOA212114, SJBA4.18/8, SMA4.18110. SfBA4.18/12, SrBA4.1SM4 14 S/H1A 15 S1HD8S. SrHO88, StHD10S, SIHO1013, S/HD15S, StHDI50 16 S/H DU4, SiHDUO, SIHDU9. S/HDU1 I 17 SIJCT. SfHJCT Produarl: 0"cillotion Coiled Straps Straps 97 mil (12 g a) Heavy Twist Straps Straps 43 mil (IS ga) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 ga) Straps 88 mil (14 go) Medium TwistStraps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Piroduct Description Concealed hangers F000-mount (OU. DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/18"to 3-9/18" and heights ranging from 9-118" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1-5/8"tc, 7. 3/8" and heights ranging from 5-5/16"to 12-7,18". Face -mount hangers Face-mourit hangers Skewed face-mounit hangers available in widths, ranging from 3. 1/8" to 6-1/8" and heights ranging from 4-3/Vto 15.3/4!'. Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange a concesslad Foole-mount hangers Face -mount hangers available in widths ranging from 1-9118"to 7- 1/2" and heights ranging from 2-7/8" to 19-1/4*. Concealed flange version (HUC) available for all models having width equal so or greater then 2-W16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated IYMMO For direct Inks to all SST approvals IsWd below, CLICK HERE Z For addtionol informat regarding Floriclas Statewide Product Approval System and Maris-Dado County Notice of Acceptance (NOA), CLICK HERE. 18 S(WV1,56, SILBV1.81. SILBV2.06, S&BV2.37, 51LBV2.58, S&BV2.68, StLBV3.12. Top Flange Joist Hangers SIUBV3.56, SILBV3.82 SILBV4 06 SfLEV4.12, SfUBV4.28, SIL BV4.75 SILBV5.50 19 S/LTT20, 501724 SfHTT14, HTT4, HTT5 Holdowns 20 SNSTSO, SUST72 Straps 118 mill (10 go) 21 SP4, SIPS Stud Plate Ties 22 SSP,DSP.TSP Stud Plate Ties 23 STC.DTC TrussClip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLX1 3904-IRS acW Product Modal, Number or Name I CCOM3,82-SOSHDG, CCOM4.82-SDSHOG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTOM4.82SDSG * CCTQM5.50-SDSG, CCCOW.82-SDSG; CCCOM4.62-SDSG, CCCOM5.50-SOSG 2 E=LQM3.62G4(T. ECCLOM4.62G-KT. ECCLQM5.50G-KT, ECCLLQMD3.62G.KT, ECCLLOMD4.02G-KT, ECCLLOM05.500-KT. ECCLRQMD3.62G-KT. ECCLROMD4.62G- KT, ECCLRCIMD5 5OG-KT 3 HGLIM5.25. HGUMS.50, HGUMTOO, HGUW 25, HGUM9 00 4 LGUM26-2, LGUM26-3. LGUM264, LGUM28-2, LGIJM283. LGUM284. LGUM210-2, LGUM210-3, LGUM210-4, LGUM4S, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3,12111 25. MBHA3.56)7 25, MBHA3,56/9.25. MSHA3 58/11.25 MBHAS.56111.88, MBHA3.5&14. MBHA3.56/18, M13HA3.581% MBHA5.60f7 25, MBHA5.50M.25, MBHA5.50/11 25, MSHA5-50/11.88. MBHA5 50/14, M8HA5 50118, MBHA5.50/18 6 MBHU3.56Q.26, MBHU3.56111.25, MBHU3.56111.88. MBHUa.5&14, MBHUS.68110, MBHU3,50118, MSHU5 5019.25, MBHU6 50111 25, MBHU5.60/11 88. MBHU5 50114, MBHU5,50/16, MBHU5.50118 I'll-1111,113975-IRS Seq X Product Modal, Number or Name 1 SDW22300, SOW22338, SOW22438, SDW22458, SDW22500, SUW22000, SQW22638, SDV`iM834 2 SDWC15450, SDWC15SOO 3 SDWH10300DR SDWH104OODB, SDWHiDi SDWH198000B. SDWH101000DB 4 SDVirH2740OG. SOWH27500G, SOWH27BODG, SOWH2710ODG, SDWH271200G 5 SDWSIe2i2, SDWS16300, SDVii SDWS15400 a SOWS19600, SDWS1971Z SDWS22400,SDWS22500.SDWS22512, SIYWS22500 SDW=800, SOWS22900, SDA,6221 000, SDWS221 100, SDWS221200; SOWS221500 7 SDWS223CODB. SDWS224CODS SDWS225OODB SDWS2250ODB, SOWM80008, SDWS221 ODODB 8 SDWS22312DBB, SOWS22512DBB 9 SDWS2730OSS, SDW!8274OOSS� SDWS275008S, SDWS278OOSS, SDWS2780OSS, SDWS27100OSS. SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Piet Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong-Dirive SDWC TRUSS Screw Strong -Drive SDWHI TtMBER-HEX Screw Strong -Drive SDWHI TIMSER-HEX H DG Screw Strong -Drive SOWS FRAMING Screw String -Drive SOWS TIMBER Screw (interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw S*trong-Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLX1 &M3-R3 ,MJ Prodflat Model, NUM bar or NAMO Product Dawriptlion I AS 18, AS I 8S5, AS 1830 18 Us. Truss Plates 2 AS 20HS 20 Us. High Strength Truss Plate 3 AS-20 20 go. Truss Plate 4 ASHP Hinge Plate Connector FL#0730-R4 §nfi Proditat Modal. Nurn bar or Name Product Description 1 ET -HP Adhesive Anchor foe concrete 2 GAC. GDP. GDPM-50, GDPM-75, GDPM-100, GDPS. GW-50. GW-76, GWIOO, GTH Goo-acturated fasteners arid assemblies 5 POPA, PDPA-K, POPA-MG, POPAT, POPAT-K PINW. PINWP. PINWP-W, POPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-V, PCLDPA, PECLOPA. PTRHA3, PTRHA4 4 SET-313 Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3X2020 For direct Inks to all SST approvals listed below, For additional Information regarding Florl Statewide Product Approval System on cl Mouni-Dace County Notice of Acceptance (11,10A). &Wg� bigN I I HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8" to 3. 9/16" and heights ranging from 4-5/1 V'ob I I ". Concealed flange version (HUSC) available for models having width equal to or greater than 3,9116" 12 IUS series hangers Face -mount hangers available in widthis ranging from 1-7/8' to 3- C= 5/8" and heights ranging from 9-114" to 16'. 13 LGU3.25-SOS, LGU3.83-SDS, LGU5 25-SDS Face -mount hangers 14 LU24. LU26, LU28, LU210 Faioe-mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS so res hangers Face -mount hangers availoble in widths ranging from to 4- 5/8" and heights ranging from 3" to 10-15/16' 17 MGU3,e3-SDS, MGU6.25-SDS, MGU5.50-SD$, MGU6.e2-SE)S, MGU7,00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available inwcfths ranging from 1.9116!'tD 5- 118" and heights ranging from 6-16/16"to 10- IrZ'. :X. LLJ C3 19 MUS26, MUS28 Face -mount hangers i :E . CL CZ 20 SUR, SUL SURC. SULC series hangers Skewed face-irrount hangers available in widths ranging from 1 - LA CL C-3, 9118" to 3-9/18" and heights ranging from 3-1118"to 13.3 1 .S Co Concealed flange version (SURC, SULC) available I double LA-- 4V 4= 2X and 4X models; on ty acute flange Is concistaled, in -co C-4 21 U series hangers Fooe-mount hangers available in widths ranging from 1 4A Q .2 C= C�4 6' and heights ranging from 2-5/8" to 11 .114" 2 W CL E FL*1 0867-NO W co LJ JW Product Model, Number or Name Product Description C I SA series hangers Top flange hangers available in wdihs ranging fro Ile" to 7- ;:-- = .!! IM" and heights ranging from 7-118' to W'. in CL 2 DGBIF series hangers Top flange hangers available in widthe ranging from 3-5/8"to 7- E 110" and heights ranging from 9-1 /4" to 24". CA- 3 DGIF series hangers Top flange hangers available in wdths ranging from 1 -1 IZ'to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF sense. hangers Top flange hangers available in wdths ranging from 1 -3/4" to 3- 5/8"and heights ranging from 9-1/4- to 24" 5 EG5, EG7, EGO sores, hangers Top flange hangers available in widths ninging from 5-1/4" to S. 7/8" and heights ranging from 11" to 32-1/7', 6 EGO Said" hangers Top flange hangers avaisible in widthis ranging from 3-WS" to 7- IM" and heights ranging from 11.114" to 32" 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 8-718" and heights ranging from 8-1/2" to 28". 8 GLTV sores hangers Top flange hangers available in widths ranging from 3-1/4" to 7- Ifil"and heights ranging from 11" to 32' 9 HB series hangers Top flange hangers available in writhe ranging from I -Wle" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 5-7/6' and heights ranging from 10-1/Z'to 26' ' 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/7' to 37' 12 HGLTV series hangers Top flange hangers available in vAdIshis ranging from 3-1/4'* to 7- 1J8" and heights ranging from I N'tc, 33!' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116"to 3- 9110" and heights ranging from 18" to 2V' 14 HUSTF series hangers Top flange joist hangers available inwidths ranging from 3-1/8" to 3-9116'and heights ranging from 5-3/8" to 13-118" 15 HUTF HUCTFSeFtes hangers Top flange hangers available in widths ranging from 149118"bo 5- 1/2" and heights ranging from 3-7119'to 15' Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-216". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 5-3t8" to 26' 17 HWPH series hangers Top flange hangers available in widths ranging from I �9116` to 7- 1/2" and heights nanging from 5.318" to 37' IS IT$ series hangers Top flange hangers available in Width% ranging from 1 -9/18"tc, 3- 5/8" and heights ranging from 9.116' to 16' 19 JS series hangers Top flange hangers available in Width of I Qfl 8" and heights ranging from 5.318" to 7-1/4" M JBA series hangers Top flange hangers available in width of 1 .911 (Y'and heights ranging from 9-311V'tD 13-1/8" Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3VMO For direct Inks to all SST approvals listed below, CLICK HER For additional information tganding Floricles Statewide Product Approval System and friligui-Dirds County Ng&e of Acceptance (NOA), &W611M. 6 SET-XP Adhesive Anchor for concrete e Strong -Bolt 2 (ST132, STS24SS, STB2.6SS) Strong-Bolit 2 Wedge Anchor for concrete available in carbon stool and Types 304 and 316 stainless steel 7 Titan HID (THD-H, THD-HMG, THD-H4SS, THID-1-16SS, THD-CS, THDCSSW Titan HD Heavy Duty Screw Anchor for concrete and masonry avallable with hex hood In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in oarbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler THD37834RC, THD5OM4RC) Titan HO Threaded Rod Coupler fix concrete 9 Titan HO Threaded Rod Hanger IT HDB25150RH. THDB37158RH, THD37212RH, Tillien HO Threaded Rod Hanger for concrete THD50234RH, TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLOI 1111230-RO Inj Product fillsocki Numbeir of Name 1 AT.XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Tbn HID (THD-HASS, THD-H6SS, THD-CSOSS) 7 Titen Tuft (TNT) FIL4116937-R3 Alit" Product Model, Number or Nam* 1 )(3481016-5K, X1S1OIS, XI BI 0184K XQIS1018, XQ1 131 OI&4K 2 XLQI I 4T1 224. XLQ 1 14BI 224-2K 3 XM01 14SI224, XMQ1 14BI224-2K 4 XQ1 I 4S1 224, XQ1 1491224-2 5K X1 14 SI 224, XQI 1 2SI 224, XQ1 12BI 224 - 2K 6 XU34SI 016, XU34B1 01 6-5K FLAW320-FLO §W Product Model. Num ber or Name 1 DSSCB43.5 DSSCB46, DSSCB48. DSHS 2 FCB43.5. FC845.5, FCB47.5. FCB49,5. FC8411.5 3 FPHSD34S1O1f1, FPHSD3481016, FPHS03481018�51<. FPHSD34S1214, FPHSD34B1214, PPHSD34BI214-6K 4 LSFC2.25, LSF04 25, LSFCO.25. SFC2.25, SFC4 25, SFC6 25 6 LSX4.25, LSSCS15. SSC2 25, SSC4.25, SSC6.25 MSSC2.25, MSSC4 25 MSSC6,25, MSSC4.26KW, MSSCO 25KW 6 RCKW3, RCKV95 5, RCKW7 5, RCKW3S RCKW5 6S 7 SCS43.5, SCB45 5,SC647 5, SCS49 5, SCB411 5. MSCS45.5, MSCS47 5 8 SCS32-5197. SCS(52-5/97. SCS62-5/118. SCS82-W118 9 SCW3 25, SCW5.5 10 SJC8.25. SJC10.25. MSJC8.25. MSJC10.25 11 SSB3,51 a 12 XLSH34B1414, XLSH7881414 13 X01 S1 018, XQ 18101 e-4K, X01 81214, XQI 81214-3 SK, XQ78SI 224, X078131 224-3K, X01 14S1 224, XQI 14BI 224-2 SK� XQ I I2S1 224, X01 12BI 224-2K, X3481016-5K X1SID18, XIS1018-41K, XIS1214, XIBI214-33K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP Hig"trength Epoxy Adhesive far masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless Steel with hex head, a nd 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Isfil)(111101t Description N1 0.10 Strong -Drive X Metal Salf-Drilling, Topping Screvvis with 03 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Scrove with #5 Drill Point and Large Diameter Hex Washer Hoed #12-24 Strong -Drive XM Merflurni-Head Metal Self -Drilling, Tapping Scivi with #5 Drill Point and Medium Diameter Hex *12-24 Strong -Drive X Metal Self -Drilling. Topping Screvvs with #5 Drill Point #10-18 Strong -Drive XU Meal Sol -Drilling, Tapping Screws with #1 Drill Point Product DmriR= Bypass From ing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sell - Drilling, Tapping Scrom Steel Framing Connector $*of Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Heact-af-Wall Slide -Clip Connector Steel Joist Conneataft, Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Onve XLSH Shouldsired Seff-Drilling, Tapping Screvo 910-18, #12.14. and #12-24 Stiong-Dirive X Metal Self -Drilling, Topping Screws 40 >= 2 cu 0 -0 M -cu rn 0 -0 0 U_ C) *- 0 CU > -a E 20 CU 402 IPA 0_ W mi Cn E Z U) ICU > 0 > L CL 0 CL < 0 0 L_ CL (D Cl) CM) ICU M =:3 < ess-0 0 ICU ui < Z Z _Jl Q- SHEET NO. PA 13 MIAM11- IUMn-DADECOMIM' Qwl� FRODUCTCONTROL SECTION 11905 SW 26 SreK Room 208 DEPARTIMM OF REGULATORY AND ECO-NO30C RESOURCES (P") Mnnu, Mott& 33175-2474 BOAitDANDCOVEADIIEVISTRATIOWDTVIM.N T(16)31',52500 FC7M)315-25" NOTICE. OF ACCEPTANCT- (N7,0A) PGT Indmstries, Inc. 10 70 TechnologF Drive, North Venke. FL 3427 5 SCOFE: This NOA is being issued under the applicable rules and reguktions gpverning the use of constructionmaterials. The documeatationsubmifted has been reviewed and accepted byMiami-Dade CountyRER -Product Cone" Section to be used = Nfiatut Dade Cowty and odw ueas whcm allmv4 by the Autwity Havmg Juris&Wx (AM. This NOA shall not be valid after the expiration date statedbelow- The Miami -Dade County Product Control Sectke (In Miami Dade County) and/of the AJU (in areas other than Mianu Dade Comay) res erve the nght to have thi s product or material tested for quality amarance putposes. If this product or material fails to pedotm in the a ccepted matmer, the wignufactum will incur the expense of such te sting and the AlUmay immediately tev, oke, wo dify. o r suspend the use of such product cw material within their jumdiction. RER reserves the right to revok� this acceptance, if it is determwed byNlwai-Dade CotintyProduct Coamd Section that this productof material fails to meet I . he requirements of the applicable budding code - This product is approved as described hezein andhas been designed to comply widL ihe Florida Budding Code, including the Iho Velocity Hurricane Zone- DESCRIMO' N: Series "557W_ 770"Vin)l Sb"g Glam Door (Reinforced) w/wo 900 & 13.0 corners-L-MI. APPROVAL DOCUMENT: Drawing No. MD-55570,0 Rev B, titled "Vinyl Sliding Glass Door NOA (LW-- shem I through 21 of 2 1, prepared by mamficturer, dated i om� 15 and last revised on 0'A) 1 !2 1, signed and sealed by k Lynn Miller. P.E_ bearing the Miami -Dade CountyPiroduct Control Re -vision stanip with the Notice of Acceptance number and expitation date by the Mia=-Dade COUW Product Control Section MISSELE lJM[PACTRATLNG: Large and SmallM.ssile Impact Rmistant Lindtations: 1. See table I (sheet 2) and table 2 (sheet §) for applicable SGD unit su:es, design pressures, reinforcements types. glass types. sill riser (see tables B-1 & B-2 . sheets 7 -8) and anchor layout sheets requirements in I I thtu 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painsed or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must conqAywilh min clear width or height per FBC requirement as applickle. 4. Pocket walls under sepuirte approval, to be reviewed by Building official LABELING - Each unit shall bear a pennanent label with the ul cturer's name or logo, city, state and series and followmg staternent 'Ifiami-Dade County Produc t Control Approved", noted heremL RE-N-EWAL of this NOA shall be considered after a retievad application has been filed and there has beam no change in 1he applicable building code negatively affecting the peifamunce ofthis product- TERNW�AIION of this NOA will oc cur after ihe expira fim daft or if them has been a revision or change in the materials, use, andVot numuflwture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, achistising or any otherpuqxxws shall autowific allylerminate this NOA. Failure to complywith any section oftbis NOA shaft be cmm 1br termination and removal. ofNOA.. ADVERTISEW--Yr: TU NOA number preceded by the wor ds Nfiami-Da de Cmaty, Florida, and fo llowed by th e expiratiozidate may bedispUyedin advertisinglituatute- If anypottionof the NOAis displayed- then it shall be done in it entirety. LNISPECTIOIN: A copy of this en*eNOA shall beproLided to the userbythe wmmhduwr or its distributors and shall be available fnr inspection at 1hejob site at the iequest of the Building Official. This NOA revises& "nevm NOA920-0429.05 and consists of this age I and e-.idence pages E- 1. E-2. E-3. E-4, p E-5 & E-6 as wen as appro-u-4 docuimm me:ntioned ab<nv- The subiautted docuawnfawn was amiewed by Isbaq L Clin nda. P.E. 'NOA No. 21-020.5.03 I ExpirationDaw Aprill.4,22026 Pas& I PGT Industries, Inc. NOTICE OF ACCEPT-MNWE: EVIDENCE StTB3MTED 1. Evidence submitted under prewicus NOA A. DRAWINGS I - M;anufacturers die drawings and sections. (Submified underAWAX6. 11-6107 04) 2. Drawing No.3,045570.0, titled "Vinyl Sliding Glass Dom NOA aW. sheets 1 through 21 of 21, prepared by manufacturer, dated IOV5il.5, with revision A dated 04YO5/17, signed and sealed by A. Lym Miller, P.E. B. TESTS I - Test report on 1) Uniform. Static Air Powure Test, per FBC_ TAS 202-94 2) Large Nfissile Impact Test per FB C, TAS 2 01-94 PGT Industries. lar, NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) S. Test report on 1) Air InfAration Test, per FBC. TAS 202-94 2) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missde Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-w94 6) Fmced Entry Test, per FBC, TAS 20-1-94 along withmarked-up drawings and installation diag= of vwyl sliding glass door, prepared by Fenestration Testing Lab- Inc., Test Report No. FTL &1449, dated 11 U11 5. signed and sealed by Id almis Ortega, P. E. (rest report revised on 12/04A 5 and 02111116) PGT Industries, Inc. C�*j cm CD &_ ZZ NOTICE OF ACCEPTANCE: EVIDENCE SUB111ITTED mg- ca. D. QUALMASSUlLAUNCE ca 4= 'U;"o " L MLini Dade Department of Regulatory and Economic Resources (RER) C�O W 2 9 G -e E. K&TERLA.L CERTIFICATIONS . �. E = 1 . Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited fortbeir cc CA Zj "NAlkite Rigid PVC Exterior Extrusions for Windows and Doore. dated 08/13,115. P 0 - "1 4. M cq*ing on 0913019. (= .. 7 W 2. Notice of Acceptance No- 16-0920.08 issued to Vision Ezarusion Limited for their "VE 1000 Tan 202 and hghter Shades flion-White) Rigid PVC Exterior Extrusions for W!mdows and Doors", dated 12/0811 6.expiring on 12P-9i2 I 3. Notice of Acceptance No. 1-"528.15 issued to Vision Extrusion Limited fortheir '-Brown -Cu (1) > 0 2 C)- (D a 0 2 cu -0 CL .0-0 (D 0 &.. Cn CU - CD 0 CU 2 0 c- C: 0 U_ C: CU C:> cc C) > . T -0 E 0 . L_ Cn a) .- Cn "o -C CU U) < 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6- Test report on 1) Air Infiltration Tw, per FBC, TAS 202-94 Coated (Painted or Laminated) Whke Rigid PVC Exterior Extrusions for along with marlmd-up drawings and installation diagram ofvinyl sliding glass door, pwpared 2) Unifomi Static Air Pressure Test. per FBC. TAS 202-94 Windows and Doors", dated 0&113115. expiring on 09130119. by Fenestration Testing Lab, Inc., Test Report No- FTL 9717, dated 12,10715, signed and 3) Water Resmance Test. per FBC, TAS 202-94. 4, Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA, sealed by Idabids Ortega, P. E. (Test report revised on 024536 and 02,2446) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAIN 3040 and Lighter Shades (Non-NAThite) Rigid PVC Exterior Test report on 1).4jr Infiltration Test. per FBC1 TAS 1.02-94 5) Cyclic Wind Prmm Loadingper FBC_ TAS 203-94 Extrusions for Windows and Doors" dated 09i'1546, expiring on 02,`04.Q1. 2) Uniform. Static Air Pressure Test.. per FBC, TAS 202-94 along withmarked-up drawings and installation diagram of vmyl sliding glass door prepared 5. Notice of Acceptance No- 16-0712.64 issued to ENERGI Fenestration Solutions USA, 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing I.*- Inc., Test Report No. FTL 105552- dated 12.104115, signed and Inc. for their "'Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E_ (I7est report revised on 02115,2016) Extrusions for Windows and Doors" dated 0911546- expiring on 0446120. 5) Cyclic Wind Poesme Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test. per FBC, TAS 2102-94 6- Notice ofAcceptance No. 1"712.03 issued to ENERGI Fenestration Solutions USA, 6) Forced Entry Test.. per FBC. iiS 202-94 2) Large Missile In4nwt Test per FBC, TAS 201-94 Inc. for their "Whhe Rigid PVC Exterior Extrusions for Windows and Doors- dated along with marked -up drawings and installation diagram of-vmyl sliding glass doof� pmpared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 09/10a 7, mpiring on 02t29118. Z by Fenestration Testing Lab, Inc. Test Report No- FTL 9546, dated 11;0615, signed and gong withmarked-up drawings and mstallation diagrm ofvmyl sliding glass door, prepared T Test reports No(s). 10-002-792(A), 10-06-MO527. 535753-09. per ASTME-84. sealed by Idalmis Ortega, P_ E. (Test report revised on 01,04/16 and 02A L'72016) by Fentstution Testing Lab. Inc.. Test Report No. FTL "38 (samples A-1 thru A-222). dated ASTND 1929 and AS1WM-635, issued by EXOVA to Vision Extrusion for cellulosic 3, Test report on 1) _Ak Infiltration Test, per FBC, TAS 202-94 1149.10- signed and sealed by Jorge A- Causo. P. E. (Submt1hed underN0_4 2Yo. 11- composite material 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 0107.04) (SubmiNed under 11-0107,04) 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Iriffluation Test, per FBC. TAS 202-94 8. Notice ofAcceptance No. 14-0916.11 issued to Kuraray America.. Inc. for their Z 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform. Static Air Pressure Test, per FBC. TAS 202-94 -SeawyGla st (Clear and White) Interiayer', expiring on 07/04/18. 5) Cyclic Wind Pressure Loading per FBC- TAS 203-94 3) Water Resistance Test., per FBC, TAS 202-94- 9. Notice ofAcceptance No. 16-1117.01 issued to Kuraray Amchca. Inc. for their 6) Forced Entry Test, per FBC, TAS 202-94 4) Imp Missile Ir!Vact Test per FBC, TAS 201-94 -Trosifoll-Ultraclear. Clear and Color PVB Interlayers-, expiring on 07.,'08/19. along with marked -up dn% ings and installation. diagram of -vinyl shdmg glass door prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 W by Fenestration Testing Lab, Inc., Test Rrport No. FTL 8547. dated I 11D4115- signed and 6) Foroed Entry Test. per FBC, TAS 202 -94 F. ST. 611EIN &TEI -TS sealed by Idalmis Ortega, P. E. (rest report revised on 02/15116) along with marked -up dr2wmgs and �stallation d pm of vinyl sWwg glass do", prepared I - Statement letter of conformance with FBC-.;* Edition (2014) and FBC-0 Edition 4. Test report on 1).4jr Wiltration Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc-- Test Report No- IFTL 6337 (samples A- I tbru A-5� dated (2017), isaW by manufwturff, dated 09/14,47, s�gned & sealed by Lynn Millu, P1_ 2) Uniform Static Air Pressure Test- � per FBC_ TAS 202-94 12/061,10, signed and sealed by Jorge A. Causo. P. E. (SubwWd under."-%WAINo. 11- 2. Statement letter of no financial interest, dated 04/1 & 17.. iss� by manufacturer, signed mi 3) Water Resistance Test, per FBC. TAS 202-94 61OZ49) & smled by Lynn Millm RE. 4) Luge Mmde Impad Tea per FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. 5) Cyclic Wind Presst= Loading per FBC. TAS 203-94 C. CALCIOLATIONS 4. REX Test Proposal No. 17-0387-1 dated 05/054 7, signed by Ishaq Cbanda, P.E. 6) Forced Entry Test, per FBC, TAS 202-94 L Anchor verification calculations and structural analysis, complying wtthFBC-2014, along withmarked-up drawings and tristallation dagram of vinyl sliding glass door prepared prepared by PGT. dated I 1%45and last revised on- 02115/1dr signed and sealed by G. OTEDER by Fenestotion Testing Lab, Inc., Test Report No. FTL dated 12/04/15, signed and Anthony I- MiMer, P.E. (SubirthYrd un4erN 0A �'Xe. 15-1210.01). 1. Notice of Acceptance No. 1.5-1210,01, issued to PGT Industries, fortheir Series sealed by Idalmis Ortega, P. E. (rest report revised on 0 1 Ot'l 6 and 02111116). 2. Glazing complies with ASTME-1300-09. 55570n77rv. I Sliding Glass Door (Reinforced)-L.ILL". expiring on 04.14-21. iny f 1, 142 q 1. chanda, P.E. Ish2q L Cliands, P.E. Ishaq L Chanda, P.E. Product Control Unit Supervisor Product Cvuwol Vait Supervisor Product Control Unit Superrizor NOA.Yo. 21-0105.03 NOA No. .1 1 -0 2 05.03 NOA No. 11 -4 109,03 Expiration Dalet April 14,2016 Expiration Datet April 14 " 2026 Expiration Date: April'14, 2026 Approval Dat*-. March 25, 28221 Approval Date: Marck -16, :021 Approva I Date: Mirch IS, .1021 PGT Indus tries, Inc. CGI U'ladows and Doors, Inc. PGT Industries. Inc. NOTICE OY ACCEPTANCE: ENIDEYCE SUB-WITED TNOTICIE OF ACCEPT.A_NCE: EVIDENCE SUB.WrTED NOTICE OF AC_CJE_PTtNCT: EVIDENCT 5 2. Evidence Submitted under previous submittal E. MATERIAL CERTIFICATIONS (continue) 3. New Eildeuce Submitted 5. Quanm Part Sui*r Suacer Standard com0fing with ASTM CS 18 Thermal Conductivity A. DRA'WINGS 0-891 BTU -in! hr.-ftl--F, ASTM F 1249 VXM-Pass, ASIM D3985 Oxygen. -Pass, ASIM E ', A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA W'. sbeets 2190 I.G. Durability -No fog -Pam. (SubmiWd underprnivus.N-0.4.No. IM-109.05) I Drawing No. 1%1I)-5_570.0 Rev B. titled --Vinyl Sliding Glass Door NOA aW. sheets I I through 21 of 21, prepared by manufacturer. dated 10,105115 and last revised on through 21 of 2 1. prepared by mamdactuser, dated 10.105 /15 and last revised on 02,01 �2 L 04122f20, signed and sealed by A- LynnMiller, P_E� 6. Quaam Pat Durase compbjing with ASTM C519 Thermal Conductivity 2." BTU4W signed and sealed by A. Lynn Miller. P.E. (n hr -ft:k-"F, AST32vt F 1249 WVTR-Pass. ASTM D 1434 Argon PemrAnce-Pass. ASTM E i Note- 7his revision consists replacement of same exiqing mstallation screw with flat head- B. TESTS 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Devekqnuent -201F in 48 hrs. 1. Test reports on: I)AirInfiltration Test, per FBC, TAS 202-94 (Subvi fted under NOA No. 15-0409. #5). CD 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extrusions- Ltd. Parts comp4rtag with PVC-AAMA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision, Extrusimr, Ltd.-VEX-1 by 1. None- 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Cerhfication Program (Snbmdand underV0.4 Vo. 15- 5) Cyclic Wind Pmsure Loadingpff FBC, TAS 203-N 0409.05) C CALCTTLATIONS E along with mwled-up drawings and untaMmon diagram of all PGT Industdm Inc. 8- Vision Extrusions- Ltd. Parts complying with PVC-AAK4L 303-13. L NOW 40 representative units listed belowand tested to qualify Dowsil 791 and Dowsil 983 silicones, (Snbitt Ned under.N'0AAo. 15-0-409.05) D. AS-ST-TiLkNCE =:3 prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior QUALITY FTL-7997, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09-103114 Proffies for Vision Extrusions, Ltd--VEX-1 by AAMA Fmestration Exterior Proffle -an- 1. Miami -Dade Department of Regulatory and Economic Rewurces OUER). U) FTL-20-2107.1. PGT SGD780 Aluminimn Sliding Glass Door (unit 7 in proposal) Fn-20- Certffication Prop 2107.2, PGT CA740 Alum Outs** Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution. USA. Inc- for E. 'AL-tTERL4LL CERTIFICATIONS M 2107.3, PGTPW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their '-Tan 3040 & light shade (non -white) X%Wo Rigid PVC Exterior Extrusions for 1. Notice. of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. fortheir MENEEMEN > PGT PW`7620A Aluminum Fixed Window (unit 10 m proposg) dated 0743/20, all signed Windows and Doors", cq*ifta on 02,*4,12 1. "Trosiffolt Ultraclear, Clear, and Color PVB Glass Inteflayers7, expiring on 070024� CU 0 and sealed by Idalmis Ortega. RE. 11. Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solution, USA, Inc, for 2. Notice of Acceptance No. 17-080&02 issued to Kuraray America, Inc. for their their se mis "Wkite Rigid PVC Exterior Extrusions for Windows and Doors"- u4mltng On "SentrvGlast (Clear and'"lik) Glass Interlaveri". eqi* on 07/04/223- > 0- C. CALCULATIONS L Anchor IFBC 711 02,28P23. 3- Notice -of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their -Brown 0 verification c2lcul"ns and structural analysis- compkymg with 12. Notice of Acceptance No- 20-0203.03 issued to Energi Fenestration Solution, USA- Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020). dated 04122t2O, prepared by manu cturer- signed and sealed by their -Bronze & hot shade cap coated N%Itite Rigid PVC Exterior Extrusions for and Doors". expiring on 0930!24. Anthony Lynn Miller. P.E_ Windows and Doors-, expiring on 04,1160-5. 4. Notice of AcceptanceNo- 18-1106.11 issued tolv"ision Fixtrusions Limited for th& series 1 Glazing complies with ASTM E 1300-04, -09. -12 and -16. "'VE 1000 Tan 202 and lighter shades (Now-Uldo) Rigid Cellular PVC Exterior D. QU.ALITYASSURAINCE F. STATE311ENTS Extrusions for'"Indows and Doors-, oq*ring an 12)2912 1. 0 Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conform2we to FBC 76 Edition (2020). dated 041120. issued by manufwturer, signed and sealed by Anthony Lynn Miller, P.E. F. STATF311ENTS E. -MATERIAL CERTUICATION'S 2. Statement leller of no financial interest and of independent, issued by trutin ctum, dated 1- Statemmt letter of conformance to IFBC 7d Edition ('2020), dated 01DL21. issued by Q) 1. Notice of Acceptance No. 19-0305.02 issued to Kurarav America. Inc. for their 04/18.220, signed and sealed by Anthony Lynn. Miller, P�E. mm '2cturer. signed and sealed by Anthony Lynn Miller. P.E. "Trosifoll, Ultraclear, Clear, and Color PVB Glass'lnterlayers7. expiring on 3. Private Labeling Ageernent document tieftrem PGT, dated 0330115 and signed by all 2- Private Labeling Agreement dated 03�0&21 betwem PGT Industries- Inc. and CGI 07/080-4. involved parties. Windows and Doors Inc-, signed by Dean M. Ruatic, P.E., V.P. Engineering, on behalf of M 2. Notice of Acceptance No. 17-MS.02 issued to Kuraray America, Inc. for their "SentrrGlast both companies. (Clor and 1%1&e) Gbss Interbyeils". expifing on OPOC23. G. OrEIERS 3. Notice of Acceptance No. 19-1106.10 issued to Vision Extrusions Lituited for their "Brown 1- This NOA revises NOAX 17-0420.06(PVTw.1CGI) and updates to FBC2020 (7*Editiou), G. OTHERS jigid PVC Exwrior ExauOons Coated (Painted or Laminated) White F eViring 04121,21. L This NOA ivilses & renews NOA# M-0429.05 (PLA w/C.G4 expiring 04/14,26. for Windows and Doors", expit* on 0930�24. 2- RER Test proposals #19-1155 dated 0 1/ 10)20 approved by Ishaq 1. Chanda, RE, expiring 2. The cw=t associated PLA CGI file #21-0205.01, expiring 04/1V216. CU 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for thm 0411 4n, I series. "YE 100-0 Tan 202 and khter shades (Non-Mlike) Rigid Celular PVC Vk7ndows Doors'*. 1.11-9/2 1. Lij Exterior Extrusions for and eqkring on Ishaq L Clkanda, P.E. Z Lbaq L Chands, P.E. bkaq L 0mada, P1. Product Control Usk Superrisor Product Control Unk Supervisor Z Product Control Unit Supervisor INOA No. 21-00f ' 03 INOA?Ko, 21-025.03 < N10A No. :1-0205.0-4 Expiration Date: April 14.20M Expiration Date- April 14.21026 Expiration Date: April 14,2026 Approval Date: Marelk .1, _021 Approval Date' March 225, 1.01 CL Appro,ralDate- March !S..' .021 E -4 E 4 SHEET NO. November 1, 2023 PA 1A (D (D _c_— MIAMPMMADE MIAMI-DADE COUNTY Cl) -Ft W > 2 I C:L RM (L) 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1) CD- C5 -0 Q_ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .4.— (1) (1) C-) 4- Cn -L- Co -cu NOTICE OF ACCEPTANCE CNOA) www,miamidade.tov/economv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cn 0 '"D _a Co 0" 0 -= CD Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS CL C 0 Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I ofe.-J, C 0 U_ M =,- CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 +— C) C,0 0 > Cn _0 SCOPE: "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L T4612, titled "Cast -Crete 4 ", 6 11 & 12 " Lintel Safe Load Tables" sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, ag; E a) 2 (D This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both through 3 of3, prepared by Craig Parrino, P. E, dated March 24, 2003, last prepared, signed and scaled by Craig Parrino, P. E, on 08119114, L_ -I.-, 0_ C/) 0 CU The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on V� CU 4-0 U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS 0 -0 (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and L. 7E 1. None. =,- CL. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS ci cc C. CALCULATIONS Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have hy Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P. E. C. CALCULATIONS preparedby Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the fight to revoke C. CALCULATIONS 1. None. r= D. QUALITY ASSURANCE C31 05 this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Casi-Crele Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE ti - 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 3: M fails to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed by Craig Parrino, P. E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2! 2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, preparedby Craig E. MATERIAL CERTIFICATIONS product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. ro-, 5: DESCRIPTION: (Cast -Crete) 4", 61' & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality 5�stem Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letterfirom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Cmig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None, Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade Cotmly Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA N 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and Pi //.I— �41 IL E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. I . YU, iimy'A. Mikar, P.E., M.S. 1/4 I A ]my A. ' _r e Makar, P.E., M.S. j:' �-�efmy A. Makar, P.E., M.S. Pro(fuct Control Section Supervisor uct Control Section Supervisor P r Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA N.o. 20-0630.15 I APPROVED Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date: 08/20/2020 Page I E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUXLITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of > 16- 1, prepared by Craig Parrino, A E., dated March 24, 2003 and Drawing No. CL L T4612, titled "Cast -Crete 4 ", 6 11 & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last -6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E, on 0 January 22, 2019. :3 0 B. TESTS 0 1 None. C. CALCULATIONS I . None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Mone. F. OTHER 1. Article of Conversionfor a name change. CU W Helmy A. Makar, P.E., M.S. < Cmelmy A. Makar, P.E., M.S. Cl' Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630-15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08120/2020 Approval Date: 08/20/2020 _J E-4 E-5 SHEET NO. November 1, 2023 PA 1 .1 .5 =--;� ?%0!Ill1WJjl0V,FOLUAUMRJM3:N0. 20TO11728,01 2 FIROIDLICT LrV At UATIM REPOWr _,40. 2NOTOZErli 3 , ILIEC . /T �, TILLIT TESTIN13 & ENGINEERING C A � 22-M-T REPORTS; S. MATERIAL CHARACTERISTIACS AND SPECIFICAMONS: - - _1 ____ __ WiliTiTit A. TTL11T; JR., RE, wtCcorgool.com 94 F.11, LAMOMANAA. 44147 Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform statIc loads Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL C A U M, OM6719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications Shall be as indicated on &hests 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09M 811996, 26, of Product Evaluation Document (P,E,D.). drawl ng No. 20-170. FIRMUCT EMLIUATION REPORT #96-T30 dated 09/20/1996, all three Signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7.11MITATIONS A Q CONDITION8.9LO-14L- REPORT NO.: 204720.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundot Largisespada. P.E. and Henry Hattem, P.E. 7.1. Shall bestrictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes # I thru 4 and 1 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 Tiltow, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. PRODUCT SUB -CATEGORY, Storm Panels 2.& RUCTURAL ENGINEERAINGTALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Stoon Penal 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: ft A I 1, length based on rational and comparative analysis, and Ir accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structt.ires, 4600 S.W. 51 Street dated 11 103/08 and 03/12/15, signed and sealed by Walter A. "i Jr., P. E. Do-Ae, Flo6d&33314 I - PURPOSE Of-EYALU&TION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tilift, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1 B26 at the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tillisco, Inc. (Florida C"006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method Al D of the Florida Department of Business and C.MND LOADS IR 01110buffohl"i ",!�kj� P, A Tlk�N Prolissolonal Requisition. - leSISTANCEl 20 Gage Galvanized Steel Storm Panel has been verified to r ,ustaln wind S, N; I ...... I ,/, " � . * fi�.- `�C EN4 - %.rf I . This product Is being Issued an Evaluation Report as described herein. and has been verified for compliance In accordance with the 2020 Save nth Edition of the pressures. Maximum panel length shall be as Indicated an sheets 8, 10. 14,15, A16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. �- - 3 1. - . ... N �____ =S_V9.44107 ,�� ',- Florida Building Code, and to verily that the product Is for t he purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 18, 19,20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), __.__.____ 7, se --Z'-.* -, * a _�T '��' 2� *' STATE OF , / ��r- -Zk��, at least equivalent to that required by the Code. drawing No. 20-176. ..A�� 'I ,� 11 X'0�'- `1OR11D"'.,,' , ,, _4�, W This Product Evaluation Report shall be subject to review and revision In case of I 5.� N,,r4/.6 ....... '41`11� 1A 101" 0011101111011"N a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance With details indicated on WAT'LL 2. EVIDENCE SUBMITTED; 2.1. P 2011,0�1&TION DOCUMEn(P.E.D.Is sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separalion to glass shall be as D�� TI L TECO AD MON RE CORDS � P. E. REPORY10 k 0 LORAL PRO I ECTION P RODUC TS, I, LC I 20 GAGE GALVANIZED STEEL STORM TATAMW DRVA # 20-1 70 � REPORT 0 ZOLD728.01 Drawing No. 20-176. tMed "20 "GE GALVANIZED STEEL STORM PANEL", indicated an sheets 8, 14,16, 26 and 26 of 26, of Product Evaluation Document Sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P. E. D.), drawing No. 20-1 76. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partgI 01TS11,00, Evaluation Report, 0,111 ,,ol,:A��R A. rQ ,,. ., !l;, , /1� % '0001111111111100" - T/4 /,,, % , \1, ;k;. f � td% e 1�x . I . � _ 0 !�,..` ". t/ , , ___ - - ,-'�\,CE,i;11.1-:.:A e::J� ..- ,,,\Q,ENsj`-.'1I \ ,----, , ., .. C ___p I I � . .�T--** AA__--.----r-, A .1 - ' __ ___ . - I 'No.44167 ` - 1� ` *: A J Air - . �� 14- 1 _7__,�___�=4 �-4&.,t4157 % I �. 11 I ____7r �, '.*I . -4- ��, A .* 1 ___`��14 I I -1. : 71, I " ., = ,A _ :IZ I - OF __ T-.-- - -1 . ITAQ, I � J. hQZ " - ro'. A . "4t'. %2"'. ZOPIltilA, ., I., : STATE _-Z / , Tq�._ , .I'-- Vo� - O R '... I'DIII.-A7 / , :�,- I ,e A - I , " , 1 llki* QS. /. - -.1 , S - 6355 N.W 36th Sht-ot, Suite 305, Miami, Florida 13166 - Phone- (305) 8 71-1530 llkl�ft 4.."t , , " 11`14,� ;%\, 5"", 10, - " r _,��, '101#111111110,101 ,", I, , hill'two, I 11 I I T EF.ft NOTES 8 3) AN CAM THAI PRAECDAW STUAAII OR PRECAST CONCRETE PANELS STUCCO OR WOM BOOM PC FOUND ON THE m EXISTING WALL. ANCHORS $Kkk BE LONG M0410H TO AEACII 110 VAN STRUCTURE UMM SUCH PANELS I SIOAM PANEL SHO!"MTRODUCT fWALUATON OM,UMEWT III HAS BEEN VENIFIM FOR COMPLOANCIF AN ANCHORAGE SKOALL BE AS IAKENTAWD IN 0.%) AND FO, &2), AccollITAKE: vNIH THE Po2o 0o, wrow) OF T4r notiont, nuithowc, Cox 10 TO_UWUWL*= �L%WNL,SffgM�06M. 5�=Awi� 0"" WIND OWN SHALL K DERRIANA49D AS PER SECTION 1620 OF THE ABOYE MENTIONED LIM, - ;?4o# TARA AMC,YGWS. AS MANUFFACT(IRED BY I I IT ITUTILM, INC 1 4- 0 PANLUAATE FEII 10 AND PANELVATE' PLUS APACHOM AS MONATUFACIURED in EtCo CONSTRUCTION PRODUCTS FOR . .M SPEED AS MMWD BY THE 1UNISON. INHERE IAM SHUTTERS *A, BE ITIVALIED AND - I /4'0'LAG SCPM Pro N'TI.S. - PER � DWClh'04MM FACTOR 00-085. USING ASCIE 7-16 AND SHAUL NOT EXCEED THE NIMMUM (A-S 0) DESIGN PRESSURE RATINGS 0401CATED ON SHEETS I THRU 12. 14, 1b, 19, 10 41 2U - 7/1670 , $18' WOOD OVSHW, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIAL ,Y cc IN ORDER to VERTCY ME A&M CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PEP ASIA 7-10 C ,; womwUM 11MEADED PCIAILIMIXAM INTO *000 OF TAJOCON ANCHORS SHALL BE I 11r ANT 2- FnR ELCO PMUN,,,TE PLUS SHALL W. FWST REDUCED 70 A S 1), OUSACH WIND LOADS BY MILK DFALYM THEM By 0 4 W 0110tit TO NATO PAWIMALE FEMALE 10, COMPAPIE THESE AFA` VAX (ASO) Of", FP(.SlUFtF RATTAKI ITIOACATEC OAK SHEETS 7 THRU 1;. 14, 15, tf� 19 & 20 - C At) MINNAW THRE4m PENETRATION or LAG SCREW, WTO THE WOOD FRAME UTKI SNAtL ST. 1 112- NO NAMED I" ORDER 10 VEWY IWO ANGHUNS Of, THIS Rio AS 1EA ftRE NUT OVER STRESSED. A 33X INCIIIEft ft ALLOWABLE PIDAIEFRAIg IWO STUCCO SHALL Iet CONSIDERED AS PW OF PHE REQUIRED �READED PIEFICIIIIATION, STKSS FDR *NO LOAN WAS ISM USED ON 114fift ANALYSIS, CASTLWITS SPACNG YO WOOD HAS RUN DIFIFRONFI) IN ACCORIVARACE ANA 14.05. 2015. C 3) MINIMUM EDGE CIVANI Or LAC SCREWS. PAIC, *000 SHNUL ME AS !NDICATEY) JR THis PAWNC STORM PAW1*S AIDEOUACY FOR IMPACT AND WIND RMITTANCF ,TA5 KEN VEWIED N ACCORDANCE III SECTION 16kil OF 114 ASCAW WWIONED CODE AS PER HURRICANE ENC,NCEOWC 6 TCSnNC; INC R"RIS 96-569, 96-570 & 96-30 AND C 4) Mft" PENETRATION OF *001) OUSIONONG SHALL BE 5/6' 1/4* N-20 SCREWS USED $AI BE 1 1/'2* LONG M041MUM FEWSMTK). DESTING LAS INC, ft"RIS 12032 OR 02126 . AS PROTOCOLS TAS-201, TAS-202 AND IAS-203 S�=D STUCCO EXIST AND I" MARVIN POP WORES WITH NO STUCCO AS WELL AS AMAERCAN TEST LAO Or SOUTH FLORIDA REPORT 002 I 9.01-09, AS PER EAS 201, TAS 207 AND IAS 703 SIANDARDS. C 5) ON ME THAT PRECAST S"W, OR PRECAST COW.Rrrt PANELS. STUCCO OR WOOD BOARDS RE FOO*0 ON THE EKJVIK WALL. ANCHORS SHALL K LONG ENOUGH To RWH THE MAW STF1UrTUFE 8CHNO SUCH PAWLS 2 ALL MUIAANUAM EXPRIUSONS TO BE 110163-1115 ALLOY AND nUPER (UNLESS OtTAVENTATA NOTED) Sri sHEr-, 2 AKNOI"E $HALL BE AS fAENt*NCD IN CA), 4: 1) & C 4) I ALL ALUM"UM SHEET METAL IJ59D At CtfrAARS �*I HAVE 5tD5-kl4 ALLOY (0) ANCHORS %Wi RE AMALITI) FOADIAING AU OF THE AlF-XFAAAMFIAAOAn(*!S AND SPECKiCATIOPS OF THE ANCHOR'S MMUNUFACTUREP A ALL STEEL SHEET METAL PANELS SHALL 4W STRUCTURAL QUALITY STEEL, ASTIM A-65.0 CkADL 50 MANIMUU, G-60 OAO.AAAA47.10 STEEL Drl4NAl)ON */rYAT 4 !� w (ArFER ROu1D) 6 PANELS MAY ALSO K INSTAJULLID NORIZONKLY FOLLOWNG INSTALLATION DETAILS SHOWN OF4 SEC'MON A TMAZI to (SHEETS 4 INROUOH 6) EXCEPT 'OOM1 HEADER$ (I a QD SHAIL ROT BE USED 5 FAIL SCREAF, TO BE STAINLESS $FEEL 306 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOO18 */ 50 Wt YIELD STRENGTH ART SO Its, TENS41 STRENGTH & SHALL COMPLY W/ P1.0MIDA eUILDftG CODE 9 0 SHALL 81 tHt RESPOWOLOY OF TK CONTRACTOR 10 VEII THE SCKNDNESS Of ENE STRUCTURE WWRE SHUT" AS To BE SEC1`41" 2-E.3 4 ATTACKED TO *SURIF PROPER ANCHORAGE TT41S $HIM" SHALL ONIV BE ArTAr.W4D 10 CONCRETE. BLOCK OR WOOD FRAME 1AM.DWAIG!" 6 BUILT$ TO IN ASTIR A307 GALVANCTED STEEL. ON AISI 304 SEARS SlAANUSS STEEL *14 M RAI 041WUN AOICIE, STRENGTH 10 EACH RECVLAP STORM PANEL W" LENGTHS OVER V-111 THROUGH 12 4'. AS PER SMIONS 6, a. 9 AS, 10 ANC ALTEF&AENES, ffFAA. I ANVORS to WALL SNIAI OF AS FOLIOV� SW & IOW ON SMEFTS 3. 9 A 12 RESPECTNELY. SK41J HAVE A �IDIWE AND READILY VISIBLE NXMBI INSIRUCIM OWNER OR TENAW TO SECURE PANELS 004 APPLICABLE REINFORCEMENT MINING PfRCADS OF �RR�OW FINAIRNRIC (A) to_Uojn%-MUKW,.�QNQKM It T14E INSIALIADON CONTRACTIN AS to SEALICALLIC ALL 314UTTER CAOJP0WW EDGES W41CH REMAIN IN CONEWILAOUS L'ONTACI elo�, - 1/4-0 TAKON ANCHORS AS MAINVACTVRE'D 61 I T IF SIALIDA INL (011 I'3192 p. � I THE DUUXW TO PACIAENT ANINDIANNI 0ACTRILISIOIC - 1/4' 0 7/ � COOLK-IN ANCHOW5. AS MAINAAACIUMED BY OCITIALT INC (MIN. I'CT.3U0Q ps"I . 1/4*0 .'3/.� ,owl;- SET AW1"S . AS DISTA*VtM BY AJA POW SCREW, TINT 4 SPrC',IALrV CC 12 STORM PANEL WSTALLAPION SKAO11 COMPLY WIT11 bKC$i JNUKAICU IN %S DRAWING PLUS ANY BUILDING AND ZONNIC RECt"TIONS IN;" C-3000 �..--) PROVOED BY THE JURISDICTION WHERE PERMIT 6 All".0 to - 0,34-IO.PAINELMACE FEMALE 3D & PANIFIIIIATE PLUS ANCHORS. AS MAINUFACtORIV BY ULACO C(MiTROAC10N PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT �P F D ) PREPARED By TnIS LJOICKNEER IS GEWRIC " OM NOT PRONAIDE IWOIWA16N _ ,ON f 3450 p. I l FOR A SITE SPEC,WIC INAI I. WHERE THE SITE CONUMONS DEVIATE FROM THE p ED /4O* c,r TAP-CATIP ANCHopOIA. As NA,AUFACIuREI) BY IRu-PAsT conpoqtATION (t',%co p.,) (4) CONTRACTO TO BE RESPONSIBLE FOR 'HE SALLITTION. PUACHASE FORD 0WALLATION POIC(LICANG Off SAFETY OF TMtS PWIDUCT A 1) MMWUM EMBEDMENT OF 7APCOM ANCHORS NM POURED CONCRETE SHALL BE , 3/4* ,` $OR IAW%WTF 'E"F IWASI.D ON �� P F D PROVIDED HE/SHE DOES NOT 01OPIATIE FROM THE CORADITIONS OETNUM ON TIOG DOCUMENT 10 AND PAMItVAtE PLUS AND 1 1/4' (OR CF TAP -GRIP ANCHORS CONSTRUCTION "I'M AT SITE IS 7K CONTRACTOR'S RESPONSIS116TV A.2) CALX-14 A, SOUD -sr. mcmas SHALL RE imetiomn, 7/ir "To THE POUFtrD COWRE11 NO LMOEOM(NI WIAD (Art THIS PRODUCT EVALUATION WCUMLNf WAILL OF. CONvAID(FICID INVALID if MWri0 SrUcco, SHRL BE PERMITTED 1/4* 0-20 SCAM USED SHALL K ! 1/2' LONC MINIMUM SHOULD IFTVCCO EXIST, No ,� NAMMUM " WALLS WTM NO STUCCO AND MWAY Fir HILADIDU %11117W� � ALI THREADED SCAM W/O ITIAU. (d] SITE SPECIFIC PROJECTS rOIALL K PIREPAM BY A FLURADA REGISTERED ENGINEER OR ARCHITECT WHICH WIU. BECOME 74. out WITH III Run ENGINEER Or RLACORU (E.O.R) FOR THE PROJECT AMU WHO WILL RE RESPONSIBLE FOR ME PROKA USE OF It* PAT), ENCtWER Or RECORD. ACtPAG AS A DELEGATED ENCINEOR TO THE A M W CASE THAT PRECAST $TOTAL. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOARDS BE POUND OR �f P.UD EWCAECk, SHALL SUBMIT TO THIS LACIER THE sn Snare: DRAWINGS Fop WvCTN EXISTING AAA" OR FLOOR, ANCOOORS 144011U. IN LOW ENCRION TO REACH THE TOWN STRUCTURE 110-1110 SUCH FYANEIS ANCHORAGE SHALL Of A',IF MENTIONED ON A I � AND IN &2) III) THIS P ED SH41 BEAR THE DATE AND ORION& SLOAL AND SIGNATuK OF THE PROWESSIGNAL ENAC�IEA OF ftTM THAI PREPARED 11 (5) 12-LOW I. *10411sk"IM-LAR - / - 0 C; 14 SHUTTER MANUFACIUREP'S LABEL SHALt HE LOCATED ON A READILY �SIBLE LOCATION AT STORM 4 C"ORS AS MA"UFAC14AW AS, I I VA, @LALDrX. WC PANEL SHUTTLE! IN ACCORDANCE WIFTH SECTION Y71)119,� OF ILORTIO, WILTING ODDE. ONE LABEL - : /4' 0 . ;/8' CAALA-th ANCHIM, AS MANUFACTURED Of DCAI INC (MAIN PACT TWO p- T SHALL K PLACED CDR EVERY OPENING LAKtM TO COMPLY WAIN SECTICIA, 1700.0�2 OF INC , 1 /4'* 1 3Y4" SCUO-SET ANCHORS. As vivielinv or ALL Pow, scittv, Batt a spr.r.ALTY ca 01ORM BUILDING CODE E1A C.-IFOOP-) ---I ---I - 0140" 'a PANELAI FEMALE 01) AND PANCLMATt PLUS ANCHORS. AS NEANUFAI-TURED By ELCO CCOAMIRUCIION WOE MY BE USED 0 I =4=0101 THE STATE OF FLCftA PWCUCtS (RON r?G11 P) "1114011 is", I - 1/4' 0 CC TAF-CRIP ANA(COORS, AS NATHU�ACTUNFD BY IRU-FAST CORPORATTIO"Al 4f, .: '... ... .. . . . . . - FLORIOA BUILDING CODE (High Voloelty Hur ccrNT Zone) 0 1 1 MINIMUM EMUEDUM 01 TOOPCON ANCHORS, CLOO PANCLAAALT175 AND CF TAP GNIP AkC4OR. INTO I .It P! . BLOCW J%F1 SWUL BE 1 1/4-, A . . I -*= ,%Am W 1, 20 GABE GALVANIZED STEEL STORM PANEL . ': " , PAMAN SO, lVO 4 167 N.2) cAEK-,N & Sala -SET ANCHORS SHALL BE EMBEDDED 71W INTO THE COAPATTFIEVE BLOCK tFOr -------, 1� 1:00,05C - 0 124/"" = IWO SIUCCO"SAV" BE PERMITTED 114' 0-20 SCAAttW5 USED SHALL BE 1 1/2- LONG RIMINI . - I U . - � . - I , GLOBAL PROTECTION PRoDucTs, LLc, GAIE, EXIST, AND I M94NUM FOR WAA VII4 No STUCCO. 'I '. / 11LIECOINC 1\ STAT . %, _ %. OF .. ' ' ' - - -WAIT, A 61 "Son . . TOY nvm er IgUi;�Eow � � &`011'KAW-l" �� I Dil"..- IANOANF (W)�l$,A " 20-176 I -11 - I. _Z=11.1r," _ R �-_ �� V,���, .... - (PA"I � A- w/tmn ...." , OWN". -.1 - !Ii! I,UX - r F. AA I - M 1 ; ;;;;7 I , - . . ,Low, I .1 " , I I 1 INTO EXISTING INSTALLATION POURED DETAILS FOR REGULAR PANIELS(b CONCREIE OR CONCRETE & r1A BLOCK STRUCTURES =-am ANAGRAORA � on S."I'DUU, ON CONC$" -MCIM SNSM 0 r4t,". 0) alu"I'm= " '.'L "': CONCRETE AW.4m (Sm SOUIAL OAK- I , -AM 4 t-OM)G. 111 I " I " .'— ., `�' COSTING POURED - 1-1 \ - ,. CID E'D n ,-I' I- coNcAm ..C.m ."I (M 11C.10DIALE M 0 � "'I . � (A) SH111% 6 TKVVW )� ;. - - MOSTM POURED I., CONCRETE AEOUSSED , (4, . I 11) �;, X ,,,, - I, - - —, ,� - ::1 -- , ��, _J - ;� Vy, ' - 11/4- CONCRETE PEOU00., 1_11� �,§,,,.4�,,"'i,41�` O�,� ,: �:,�, , " 11 ' "� _�" . _ .� 1/r, �` MI" it: . 7 , . , 1. .. ,A i.W"' 12- .iA. . "itO V_ Ve's It- 11 ig I" .,: i4 - �C I -,� - 1. , MAN' - F . l A � - I __ - I- ': 1/. 14P. , " , , ,� � , , , , , - 4. I __ I ,�,.�, � .1 txwmg P"Ot E D. 1� CXWGXrW � *t*VM , 71" I I � -1) a J! i I � � '03 (�) e ED I , "A's"N" POURED - , " " . " -, I 4 2 1 E 0 1 - , , , 0- i�_ a " ��,,,, I , 4 � I , � , ,,, '' � _', , I oAA I I R ! , I i CONCRETE -EQUMW I � � 1�11� ! �-,- - I 11 � , '1� R W.01?r. 4%w. ; " � I I I .. I A 0 ___T_ .., Al _LLII.�LA I rAm STUD 0 9 A , - , TAX, ��., 1 %, , . I 1q) , [ � 0.�4 .. - mmo. . 1 - , 1 �D I I " "T"Ce I 12 VAST = I 1a SAMIUM I _ ,I,t,m _;F.�v , At, I I i , .� I I il.wo I -. : _0 I I-, I I- I _ I I.A9, -1- ., 1 : I I am _! V am . -=A,, I — i � ; , I ,� , aW1S" � - � . --I I V - =4 -J. ; 5 ...q-" ; A d 1-1 : ! 9 : i I : I �� . ; � ; I,_ I I 9 I : _ (a) i : I I i ! I ; A I I I 1 4-6� I : 1 ��,�,f� f-.�,�_"� I ,�� : !!I i � 4 11 I � i 1.7�,77 , I :K'��-::% 1� I I I 1=1 ,1� f, _T�,�,��", ; I 1 1 - � I :, ,,� i I F."Mr. 0,11", SAW 4, I I i , � f#- 1 '. " 'a .. .9 I I "I : , , " - =1 " 4- I , ED � Exert , , ca . 1 : 4 I 17 I/r or_ -, r � I - �, I 1XISTRAND POURED D . � r? I 11 . � EXISTING - , 't ,/r � =Irl E`41`Atl� � �11 J ;., Nc;&�oqptp 001 "� I , , CONCRETE ITUDItN I I me � , - i A, CONCRETE 1� �, I Oil 1. RFAUWD I . . A : IT 'Ir at " I -,I . - I OR CONCRETE LOOK 11 � C ONACREPE PLO" . I . ,,, -�- - litaum � FIJ A O� I -1 �= �,, I )it , - . : �: " ., , , , " "�", , 1�1 1 411 I REWRED. t C _4i , - I .", RF C TA-, I 939- ". I ; - � ,�� L .... i __1 - . - , _ -1 __ __3 r CKISTIM's 0OUIXID � CONACRITIE . *EQVM i�; - _" M" , I -.3/4 -_ 'r �1' , "- - li4-- �, , ', _' _V C4,1 I _J � , ,., r / - M- , "I I � y `AO- , A. WAS , , , , �,, � ""d :7 COWAMn MCHM . � � VrAOCKNO W/ SW - 4- .., . (1) � COW ANKAHM (sa samaxtut ON ". 11-11, toomm ^-ICHM I NEDDLE ON :�, - (SK SCNKIW ON- 11 I IT - A — — I� (off SCHEME a.- .� T , ic mwz (%a 10- 9. TRA" 1 THROUGH 9) _� Dam 9 9*DUQH IT) ," SHW3 a T-110,A). 4) SHEETS a THASAuTTO, 0) WAIRL M01 SECTION I SCALE 3/0-l' CrILING ANQ §ffR MOUNTING W%,; BUIL12 Oka 11MUMN SECTION SCALE 318-1* ALTERNATE tin quAr moubmtS I !F%'s , - - I we" ,I % 70". - I I I (1) 9 I - E.D. EDOE 0150MICIE (SEE SCKEDULI ON I r - ODW.Im N, CL,a& , I I vim a & 9) : I I 6 : I I A Mw. I I Non FOR OMMOAAMM � ! 11 11 SW 0 11 4__1 I i ,2 I/r 11C :, I TOP & BOTTOM MOUNTIN K I :� I 00MAIIIIIIIIN"Aht, *.R A r, " '. , �qll%l 0.6�j�'. COMBINED IN ANY WAY T INSTALLATION - -AML- \--"-����:���,,���,:,,'�'�..'�'-",."���,��L"�,�,���'� __ I " -, . le I IS . .01, , � , - '. , .. . . 'G 1/_71 FLORIDA BUILDING CODE (Nib Velocity mu one Zone) - 3/4�_ : , =It , REOIKRED� I 1.., . 7 11 * . . 3 11 mto Worm, W 20 GWE GALVANIZED STEEL STORM PANEL I P " W \1 %." 0 � * : * . 11" TATE : - ---., I P - GLOUL PROTECTION MWUCTS, U.C. DP^* BY 'DATE, CrIuma JMR ALva !1110 11,111ING 0 . - -,, .. N�i;, " "' /A 11LIECOiNt. �- am SAV %I IORW . — —NAWA . .W� , .. NAFFIA. $.get == �., (OU)MO-730. TAX (N-W 71, 11%. .-. .%W�A = " 20-176 lu%�fi A. IL -0t, - __'4A`Q .' I ou� AN. I r ....... Ft ".joNw,", rA-Owv,, . A I ao, - iw A I -00 I - I I - - own . AS, U I ------- J ZI I L I ECC) im\c_ TILLff TESTING IS ENGINEERING COMPAW - IWAUilt A'. TILLIT, ni., P.E. I - I I � ------ — .Coin PRODUCI EVALUATION RE FIT .111111MV.., 44'47 iLt..A. LIMM-'O.ODD6'19 REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY.- Storm Parsols PRODUCTNAME. 24 GAGE GALVANIZED STEEL STORM PAN19L MANUFACTURER: Global Protectlao PrOoducts,LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. T1111t, Jr., POE. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 6IG20-3, Method I D of the Florida Department of Business and Profinalonall Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Codo, and to verIfy that the product Is for the purpose intended at least 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. 101ENCE 8UBMrrTED: 2.1, PRODUCT EVALUATION DOCUMENT (P.E,D. ; Drawing No. 20-AITS, thed"24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 1 8 of 18 prepared by rilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an Inte%* A, � ;n "I, olp" Is Evaluation Report. ON t-, , A, " ,t tz7,�S , *,.,, ....... .k Or - — /4_.1`\1\UNSi%!!1`) . '_ 11.,_"IP::� f—I�'-, - . - :;=��-4fr'AA 1 67 " _7'�,�?A*J:.-, '* `4 � li, 10,-.. ,ct . ,., ,If , .I, X" .., Onlotl.--� ". W" r, , A F4, s 6355N.W. 36th Street, Suite 305,Marai, Florida 33166 -Phone: (305)871-W C3, A*' � ,0-1531 COMPONENTS FOR REG (SCALE 1/2-T-) - 11 - � ,-I . .- I .. I 15 I"- (IMAL WNDTH� - - - I .1.111. - As IW (TOTAL 10011T.) - - - � 12.5w. pntlw WON) --- - - - - � 11-1 I I I I - I - I 6 1/4' _-, , _ -1 7 I - - 6.2w"- � - - -.-- - - I I I - 14pe. - -I,=*-- V.3�0, - ,,�� I �500* i . .1 ISOOT � ' 4 � . 1-1 �- �. � A, . - t S50- - " oQW ". CHICK f-l-,-,�N !O - ��o ------ ;4w - - 4ALVANAZOD PM " '� "� I * 'k W _, I F - JIJT`� - I , . .,* , - ' Ad. A-1, , I 1. I 1, , , ,.83r , �*D` 1 15, � �"""` ��__- � �' , " 0 � � I CROW so .- -=EO - I /, "_711 :.% . . .... "W , I / , u �,-,,- " , , �.." 7�A. � , 7 L. ,� I , I 4-410 .", I ,-MM- t�k� I ;11, ,/(;�_11__.M__1\- //"""""""`� I ". T'. ,4-,.- , , . TYAP. . I -- zow- ,-i6_1Z I TYP ASTM P-653 HIMM,I) ,M,x ORWE so MW(AIW . KTAIL AL� EDGE \ , _ -'a "A"' AAA " C _1]iin-tr Ot I _KTA1 7 I '_� I \t�- / _ A L '61 4 I , , 4&F L--/. IT,- - - -,-I --------- - - - - - - - - I � . . . I - . I � � I � . I . .1 .3SQ* , APAI __ 11.11 . I., . I 41IL250-- - I - 'LI,350T (D STORM PANE @11i END STORM PANEL 2.181* - ,�., � ,� 3r �. . -11, I "I . . I�W! - - 2.187' _ -"------* -_-I too, - .750^ - , .�."_ i -1-21. . Amn IS E,W LP � i 17V ;0'0-20, %4 �I I 11250' 5.A I , `� � A sntn W/ NESOWD tw 1� _1 - .too* - - , .12V - ,It =R.M. Ls. . WAILD, IWO- , - 1 I'll � ,*,. I � � --- '---' - , ` , , ", AFRU, IS TO ANGLE 0 ., - .M , , - < I-` - "OOcar -`_," I -i--n �_ I ' , I i2 Ilr ox� L2 ,12' 0 -- I - tooll . Do —1 I , - I // zz�� � ,- ,�;;�, 3.375* i -11 I . 2, � 1.50o"I � �__) 500' >,-',," - __ . f - ` / - , I�Z-'�'.11� ogy 001 2.1�" ow' SEE .230" .930* SUIT 1-1 11_�.,�_ 11 lf, n,,.,2� -� 02s;- 5' 013, KIM , I 1 MAIL I / " �: - I, Iwi I . f �1244 , I HEMW(Z I ,.9-- , .115, 0 I � �_ . - I 1 : t ;S* /I . ,;, �/ �� a ., - _S_ I 0 I I L I ' ,- - - S" INTF, . - - �.500, - I.5O0`__! 1 . .. I ,� (V n�u it. - 1� 'i. ISOMETRIC VIEW DETAIL / ,A`1 - 2 am* - __ 2.000- - ROUNDED CORNS 0 ENDS Of PANEL'S ALV a - - END UP W/ HEMMED EDGE, (�) "I HEADER (� OULMAM (�) AMU 14 ANGLE WITH STUD @ ANGLE WITH (N.rs) REVERSE UU ! - - -, W"S I SEE OCT� - , 04 A )/l,t STOTT . ___ _� 10-3AA14" -_ ,374' 1 T I ;P TOP LOOL .age - T-750' - 4 - I IlS`_T` � . �JPOV, -_ J -110' 125' � 1/4*0-20. 306 SERIES � . I , P� ;L J' IL ..� - i � 1 407*1 [;iLs. D _ Pg._ . 111:41 I tt I - - Is$, STUD, xNVED to s, I 75 "Ao- - - _ .tT� .W* OF 12 i/7- 0 I ANGLE �!- I'"' . IT _ . � - I I ,� I - I I I _. ill 67 I I. 5W � I � I . � � �3W* 063 Xn- 671" - ', - � .� 1�3�43- I : 4 I "'%. kL 7-- as wu Top \ - 1093, . I I, .IV -.087*- 7io. LOCATION AT . I t 1 t I I 1 ; I clic, I . - It 1! 4 NEW PMEL VADMAP I - eAN aTTIT .084, � , i 625'o 7.060, (�) KEY HOLE WASHER L � � - --"�) - - M* (�) IF* TRACK ANGLE (9 AZA' "E" TRACK T FLAT PLATIED : ---,- i 0,036' (MI - -,DNA' -, WITH STUD .- ,f L�44'! \ "OR411114" I GALVANIZED STEEL I "AM, , ( - W., IV IOAKI 1, - - i I ) /'01I I r�, 71 ) 81'.61.(At.'-"EiIi �4`1 - 'I O_T!�� �?' I Ir .38,0 .575*. O' � - \ 7�.# � , %.�o se %. - * .3 J, , - - * � 1 I. I 1- 1. ',)Z No. 44167 -*) , I � I 375-IOA\AAAAAATAAT I _ ji I __ : : : 1, - - I 1*. * . FLORIDA BUILDMO CODE (High Velocity NUT cante zons)i , , I o6e_!: WaL mvi." , STATE OF - .1 .tm ntytoa IN: Pr I I 12b-- � - � M " 0 it, . . 20 GAGE GALVANIZED STEEL STORM PANEL I s�o- I.,. O New Nut ,. . .. OWN. w 11; �0_ � (* KEY HOLE IP4 PL .. , 1, -- -2.0m.- -- I... ., . AV , - AT PAIA ; / - KNIAll. �iA � 1-11-1 - - - GLOUL PROTECTION PRODUCT% u.c. "oSIC I-> 11LIEC0.1114 wool '"Alitwo `_ �; I.W. W MAW _ I . "M 2')(7"X 1 /4" --�I-_-;,� - U-M & M. V .rm%A".Uv.,u "we NUT W/OOIT V_/ THAVAT � .0 � AMAITI 'Now to, ALUMINUU ANGLE MONOUT"AC !0=/ M - m�voo, Va. OASA)WIWAT, 20-06 U= _*.e.:,_. - - .. __ �. A, ?/*'ft3/32 IS= - - !�N M DRAWING . ,;r irm as W.tL PLAYED STIEW I - - I I . - am I of n i i � I I INSTALL&TION DETAILS FOR REGULAR EANIELS (I.A.AA M CLUSURES QUAILS FOR [NnNAM IN Fill CQ42M INTO EXISDING POURED CONCRETE OR CONCRETE = ON PANNUFAIE 1VVAMU[ i ,I CONCRETE ANC-M BLOCK STRUCTURES *Asr ii- W_. 020M VAUD FDR FMA UEE WAM 3= OR WXQ AND E-Z " STOW P*M SMMd �, it " OR or ,.M:, AM loaV." ON *W a & 9) i (311 = ON, �,�'� ;; I'm IT ... RARM I _� . '. I ,�Mw, - li,n' I I I 1111�,_ I 1� � � �.!�� __.r_._ - , 1 tq,�� - i uij, - I I (14 I � _," @a-1 1 � , 1 , J "' � A I ::[ /A. 4"' �1� - =0_0`10 - If -1 g�.41 ., C46wo PO~ I CONO" $Caton � � I I � ; I 1 c! . � 11 I t I I . i D � ,� . I � I 1 � ,� I 'Z/ 1 DAY", I 3 I i 0 1 III -I. ."_ I I I ; ta; "I, SA , I 1 I", " I - �It WN I I 1- - , '11 . (9 i96'2e .;,v - - r ar L- 't-a �J =:J * - "'t I i �: I 1, �", � � i 4" 11 a i- ; __� I I I I J : , ,,, ii I � - I ,', . ��,�� " - I � I EXISTING POLORE - I .R � I I R I 11 I.,. Ilt� I A .-I.0 .I , �'r �, � r- A.- - 4. I -1 -1 - I .."T-1 i -01 CONCRETE OR CONCRM SLOCK ; It .10 - mr^.&"~ I ii-ilm ! I I 5 , -------- i I 6 � 1/ i . 1. - �� ! tL - _J -,' * : .., : I I - - � � I I G%i�") L i I 1>W'- i��_P, lii�: 2.:--. .1. � . ; I : 4 _WA`�JIPAI' e's � I 11 I CASF 0 (PLAN) A ; = a R =---,, ( i � SCALE 4/16-t- ='A , "10 '"' A �11 -1 MCIVIN A IRA, 1 : m Walk" i FAK ='"- � I � = .1 VIA "".1r1W = " =171r.14, I M", 11 , I . . wr . C, -1 - ,�, -, to � I . - Ili) Me* IVA " W-At� .) A, � i I V I I I I ... - _ - -_ I I I . i 7/r i -.919 $. L. 1%, --- Atl �� ,_..� --le"111,7111 � 4: ,1,,;,,._JJ1,:,, ",", ; , i I j F-, V . , 1 K " 1,`11 1).0 11_�' I 1 � , I I - ;_ I �� 77,;� �, ,/ 11W_ ,,, . I E'D � � 11 I ::�: �-, i : ��- : I , - - ,,-,/ M__1-11__= EMA4 POURED �': cc, Tsm 00 ! �. 1 �,,� � I 0 91 rmiml�y0m, � CONCRETE ic � I NINKARM ��-,: 1 ED r, , EXISTINO POURED I � I NFAL I J t� CAM I "r " �-; I . CONCRETE on . I CONCRETE ROCK .,., REOUIRED - � . . ' - __ ,T�r ILL . I =?-"M e I __L__ � ., � - =11 ILMN I , ."1Z.Aft. I I t �, 1�11 '-� ,0/4' , r", A -3/4 AT .- � IV 11"Fl.r , 1, �, �, , =r - � ,�Z�� I :-_,* r I Ne =__4 y ; Imp-. � . 1 I =r. ro IW= �1� III OR 0 TAP -ow . CWRM A = ` -- 4) - ,� � I -, , .� � ,, � � _ , t I .. is" $00VALS ON $KIM 6 a 9) WALL WOUKW ( W CA so" .1 stelins 0 r."UGH 9) 1, � I F OATAO, 1 nfirmn ,- - F,eti I - 3 , SCALE 318.1, !%M,t,; 1. *.a 0~ ormw- - ONTIAK, .1, � / - -,, - ,A - , ,.� '11 "I T-6 " - %%W�) __" = %.,== FAA -_ I Wt= "ISTINC 0 %V I' VADC , %AARIE$ A T/V E.D. - EDGE 01 Two - P"` "`A I I . . THIC,, At UM. TUBE OR I" At I EXIST" STUCCO/ P I WOOD PLOT SPAM I I (SEE ,cmr, . ] I SHE I 11111 � I'll __1 �. ML_Yp4lill I I � WOOD B" ./ ; . �CD � I I I * NEW I* WIDE A, VAANF% At I/II* I , I � I . . NOTE FW COUSHO [": I � / . FLOW. ?UK OR TO A, V,WU � .� I 1� � '', - I , �, P.T WOOD PLATE SWER 1. I 'K4NI 1. " � I TOP & BOTTOM k+OLIPMMDS CAN BE 11.1 I ,I� � I . , r, Xr i cLvmn ANC�m COMBINED IN ANY WAY TO SUIT ANY CAS,� � �1111 11 r i . I (SEE SCHEDULE CAN 11 .1A_1 . INSTALLATION. - .4 � I INSETS I THATIOUSK 9) ,�. A ; , - - I , I'- k - .,,"...., , : - _1$ ; e.,A jLX_ . .. ...,.., I =MMPV I - WeL .Am utNI .. � " . . a r FLORIDA BUILDING CODE (High Velocity NU Icons Zone)l - o�� Nov" - _. - ,��*I I y2. 'A 3 M... " . V= N) K .1 "I &SW CONCItM STOCK � rHem .* r4ou*m I WNCWS REATI : NO 44167 ' .I= XTM IM: 1. 20 GAGE GALVANIZED STEEL STORM PANEL TAIWAN SAY! 1:6 51�m�=x * : . C-,- I — , * (�:�� �_ �\ I - - . . _JRftJ_.W_,.,.�. _T11TE _C0 �i-1 Z TE - ___ w/u/sTATIM, ILLC OIL GLUM PROTECTION PRODUCM, . Por QIETAIL FOR SPACERS REQUAIREDD 1%. OIL - - _.-,,,. .W,11. TO STOW BOTTOM TRACKS ADJAC To /j&og Sig RAMOS UCAL 01 ... . 11 . �� � 0 !�Itu , 6" = "". rAX,- (.).am 20 TROUT — . PANATAFT! "'TRAI IL 3331, -176 PRAN-AFF41I -." J to 19. - ___r__ D� I ���� OF, awls Iftut I F= UI IF '4'41 Y 1-jr-1 iii;-_ I ;-.. N., - . - .-I I - - I - I # , . ;-Ows orn-, . PRODUCTLVAL17ATIONREPACIRTM11- Ifi-=7_01 2 U-IMBEEORM Large missile Impact load tests were performed under SSTO 12-99 standard as per section 16091.2 of the Florida Building Code. 11.1111form static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmerican Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Bartz Moroz, POE. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespatia, POE. and Henry Hattem, P.E. Large missile impact and cyclic loadings per ProtocolsTAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-iO, dated November 23, 2010, signed arAid sealed by Juno E. Gonzalez, P.E. Tensile test report No. DCM-198 by OC Metallurgical, Inc., dated MaFCh 13,2000, signed and sealed by Frank Grata, P,E, as per ASTM E-8 and Tensile Toot as per QC Metallurgical Report No. IOKM-1 318, dated December 1, 2010 signed and Sealed by Jerry Jacioltano, P.E. as per ASTM E-S. 2.3,37RUCTURALEN!3fNEEPJNG!GALCWATRM- 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 Tlltsoo, Inc., dated 12/15110 and 08127113 (for this revision), signed and sealed by Walter A. 711111I Jr., P.E. I WSSILE IMP -ACT RESISTANCE: Large missile Impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WND LOMS RESISTANCEs 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 IS of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 6, 9, I 0, I 1, 13 thrul 16 and 16 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 SSM 12-99 Standard. V FAW1110111 I A A60110111 - 1111, 11% .,... _ .... .."', R"..., , , � SIA, A. � -��Ti=:- . I- I __. - I - I __ __ 67 *� / . , : ___7,,1'Z 7" tj * "A T'_ . - 11 / . F A- . . � � , � %1-.. .qORJ01,'.A- A . , A� t % . ........ I—` 41r�'IONAIT 11144flill 1 I lm%10�11111 I I [TTIT-1111TWIVIF.1111i I - - __ E!MKIM SO NATALLAX19N., Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1 8 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13. 14, 1 5, I 6 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 1111. MATIRRIAL CHAaAreTERIBILGIAND-SEECJEICAMQM&- \1 � Shall be strictly IT) accordance with. General Notes and Components Indicated on if 4" sheet I and 2 of 1 8, of Product Evaluation Document (P.E. D.), drawing No. " 20-175. i3 Anchor specifications shall be as Indicated on sheet I of 1 8, of Product 40 Evaluation Document (P.E.D.), drowing No. 20-175. w- :;Ip L.11MITATIO SAND COND S OF USIE: C2 = 7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet lof III of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tiffeco. Inc. and signed and sealed by Walter & 1711111, Jr.. P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and . wood frame atnictures. - Product Evaluation Report prepared by Walter A. THIlt, Jr., POE. (Florida License . No. 44167), President of TIllsoo, Inc. (Florida CA-0006719). 51- , * - zll�� ��.. WATIL.I. ' I .W. D:% T!LTFCO ADMON RECORDS I, P, E. REPORT.20 k GLOiAL 1111� N GALVANIZED STEEL STORM PANEL � DPTWET 0 20-175 � REPORT# 204721"14VI ! . PA10"Rit, ... t� 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. *ITIV/10, 2W/10. SW/10, 4W/10. 5w/lo, 6W/1I & 7W/11 +6/s '. WX I_ 1 --------- 1, MIN � ANCHORS: FOR C014CRM SEE SCHEDULE ON SHEETS 0 & 0 rop WOOD SEE stcnONS 09 SHEETS 10 & 11 S" MAX I -I'. MW.-� 0 __ - 0 a . , ____ ___ _ _____ - ____ O.M.,10-(�).(D + A "--I --- r_ I I I 43�1 11-7,1_77 711 - -1 ----- -- -----I �- -, `777T ...... 7� I , I . L I I A I � - _r71 -, — .1 �--T-_T�-- _" _J_T_7, f- I � P (�,G)+@.(�) i I 1 ,! � � I , 1,r i 1_1 ; i 1 � I I " I 1 1 ! � ! I I I ! I I I i � I � � � � i � I I � I � I , I � , , i 1 1 . � � I I I i I i I i " ! i I i i --- �.�J - 1 - � I I 1 t- I I , - _ __ - � I ! I " � I. t A I I t 1. - F_ - - I I I - " I - - T ! � -, 1 .....? -_ � .. I . ] 1, f � I i ; I I � i I �, - , � � ; M r , t I -, . - I I � i � � . I I . _1 I 4: it i � - il 11 i .1 I ,�, .. 1 _i t .1 � I � 1,1"i A , i 1 � , I � � I ! � I 1 1 I � � � I � I ; I i ,,at � . I , I ; ; , .I - - � -, - I _,_ r I i � . _. � � - - - - - I . ; I i I S W/ 1/40-20ml- i WNEICILTED PANELS I i , ,� ! I ; I i i I i BOLTED PAI I(SEE SECTIONS AS ! . I i L DOXF %,I 3/32* � ! � � I I � � * -4 1 1 APPLICABLE) � � � I i � I 1 i I ! . � I I I � (SEE SECTION% AS APPLICABLE) � i � I I � I J � - t� I i : L I . I I ! � � i 1. 1, � � �� � . � : L I � I f � � , . , , i -1 - � - - F � I ! � � I '; i r I � � � I ! I * � I I I I I I : J I I I 1 !, I � i I � 1 j I � � � � i � , I � � ? I I 1 1 i I 1 � I I ! I I j � � I I i I � � � i � I I , 1 I 1 � . : I I i 1��.+ (a , __ __ - . L_ � , ! , I 1 � . 1 i � I � ! i �_ i D.M_@.@. �.l ��j I --- � �.. � � -- - a'. ! �i , I ,-a 14j6! 1 . !I '4 1 . � Ili a W, I I 9 I %*I @+@'(�) + @ - (�) '.- - �1/4. 2/4, 3/4, 4/4. 5/5. 7/5, ,.I'm - IT IFTAN, - 31 - -1 1111111110. 2W/10, 3W/10, 4W/10, 6 5W/10. 41111111 & 7W/I I � /5 ____ _1 - _... ANCHORS FORCOOACRETE SEE SCHEDULE ON SHEETS IS & 9 - � - FDA *000 SEE SECTIONS ON SHEM EG Ar I I 1 '14* , MAX GAP 1;4:(tigjw�i:wlifoj:4710;r.lzl4g V , ��, RNWIT1311,01.1 1 � t�) 2 67* (MR CMORLAP -1 WHOLE IMILLEY) .1 - 1/4- Me, GFOA 10 ; INSTAUATION DETAILS FOR REGULAR EANELsLD & INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK 5 CTURES AW$Oft�FORCONCRMSMSCHED�UONSHMS - . __ I - 7:081=. �__1770CGD E. I= E � MR WOOD SEE SECTIONS ON SHIFT 12 1 00,� 1 EILM ap M7% � so V: � Rtwam 3' Mo.. 2.67' 0114"J"Itto REOLMO I. '" (WIFE. 0~ - '00I I 1 1 - : cownm ANCHORS - I - � & S, a evit. WI " t,_ rm-..= So. I I ,moron = � I - -60 SACIONIMULIT ON LIE ON � DA � I MR I bena At) ITT" I � L SAW 0) I I I "" 9) L I, a � � , i I r-5 - _1 --- 1 , I -1 I .; A - I " 1 1 �' 1 � , , , , . _ . .- I J I � I J I ! � I I i 71 � . . � L:, � �,� . X - - _ - - , . . I , , � � , , A.-; A � - , �; — I 4 ,�L , , I - - i 1C : I � � �-��: I � . 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I .1 ! i 6 *0-20W , ; � , � , I . 1, � !,=kI*.'1 � ' - g gm IT , : : V�. I 1 3 .1 � : , : : i � , : � L : I I � I I - - I - , I 1 I n a ' ; - L , i A I � i � , Wzts�l k� ; 4 1 � _ To * .!! : AT � � : � I I 1 4 iOYFIAPAP ;*~ + I 5 � � : : ! I I . % 4 I . I . � , � i I . I , ! i I I , .1 I I 1 - � -_ bt I , .. - A �, - I I I 1.� �_._ I- __ - .�_ ;1 . . 0 ! I i ' 'L ' ' ! , ,� " . : � � : i : � , 9 I � I . J_L._�_� � I I i I . . a li=_ ___4 � 1 � I I � : A SOX. I -1 - 4.1 * SO &""ft V me. - =70� I OF OIL =`� r MOO., " +AV * I" W. �_= I sax. Soll. -.0.0 4 � ; I ; � A � '. W or IL 7 : . .�3 MAX :,,�, I )17 OF OIL ! ; ; � "! ANCHORS FOR CONCRETE WE SCHEDULE ON SHEET I , : � I� � L'�"' ��'� ' - ( I , I tr , T � '.�'_ , 7� T�, x'. X�', e i i l -t , . %" - L L I 'L L- I I ", - �13 I FOR WOOD SEE SECTIONS ON SHEET 12 . , I I : . 7/111 : _� � � - 'ftV3r I � � I , A, i ED : . � , I ED, " "U." I% Q ELEVATION 11, 1 �4 1 REGULAR STORM Po�/J , � � -, , "A) , � M 0,12 . � I T., �t i "' , L � I 0 I � I L !_ - - .I- � I 0 - y 4 � � V41 MAX. W . T___ i 4 LC- I "'. J ! . I , L !". 2,67* :1 - I I I 1 � t;�_ -1/4'- : ' I . (w QAl;SAP -1 Tottl mWay) . "' . *,1".-20.3/4" S.S. BADTI 11 - ��__ LL - - _`, ( " "No tAL', Ii - `-0. -,!,� I , �: � I M., , IF 1TL___1 I - k __r : 1 * 1;..,��_� I e/I?/1rV3/32* L _� re 2 1/2. O'C' I CONOWIE AINCOORIS I�,,,t�---_++L �. I �,4 q-wj" AK"ms (111 SCHEDULE Q11 , � "M 9) /.1 WA. GAP I QMMM AWC�ft STAGUM ISEE SCMrDUUE ON G . R/ STUD (M KINEDLU ON SMIXI 2) 1 smw 9) 0= a5v OR SMW �A ��=J V _Z� of, 3�OR SLON RtotmD BLOM "toLoo KW*M DIRECT 6UR VQP MPLINTING DIRECT AUR W . .ALJ J I IN . .JPUNTING SECTION a :%M,p SCALE 3/a.1- 14, III _ , ... ... .. ._. \Y .. ;. �._ -_ FLORIDA BUILDING CODE (N gh Velocity JIM to" Zanti) F: I :: No 44167 %. IF � .1m. m 210 GAGE GALVANIZED STEEL STORM PANEL IR NOM-YV&-GQMBA&Wm- . I I OOM w� E.O. - EDGE DMITAINCE *. * 11 i - /N/JM � - (SEE SCHEDULE ON TOP & BOTTOM MOUNTiNGS CAN :S 1 =1;;5I1IAA_`�1- GLOBAL PROTECTION PRODUCTS. U.C. *Tom 'S .s. S rE OPA 111PIECO, 1 SHEET 9) COMBINED IN ANY WAY TO SUIT ANY .m ILP 51 mmm `Z_0*Z0 � - , INSTALLATION, %O 0"". OWL M 3W. ;.1 F10, - " _ _ ___- �� . ... - , , M At. - . . MIN � *.W� 'AA, " PIAUI (MM)M-7U& FAIL C�)�m: 20 -176 - I a" .-AM, - - go _ i, , 11 - CARAMAK, - ,;E`,,;A0n,A-,- a`_01101.1. 1. IL'-!. ' i , in"! n7m . "IFLU01FRA& M, .I 0 " ,-:- I - I I F-9 At I - . -4-11 a) 0 = Cn -a —Cu >0 a) = .0-0 = 2 0) 2 C:)- ." C "a 0 (D C C:)- cu 0 AAAA0 L- a- . AAA_ C" _41AAAAAAAA 0 a) -I... Cn 0 := a) -0 0-0-0 0 c �O 2 5_ — q: -= -2 a) 31: C CU a o .0 -b.- Cu LJ_ W_ b C0 > Cn .— Ln a) L_ .0-AAAAAA, 2 C:)- . r- Cn CU .+0_ CU "A"', C:�. F— -0 . C C/) < :5 = C_ C= C.2 C-12 'S C-4 ". LL. cLT = � C.A.A., = .= a 'TA, 2 Ne W .= W HTT,, = .= = OAT" ., .- W. M " 0, = Ali W = = 4 I : 2 :,-, , ,& _= : I- ! fZ W . I G Z W mi (n L. CD CD C: W 0 L. " = IJAJ 2 < Z Z < _J 13- _11AAAAAAAAAAAAA11' (1) a) .= U) CC > 0 L- CL CL < -6--o 0 =3 _0 0 L_ 0- a) Cl) CIO rn SHEET NO. SH 1,0 On It"C" #AD*" m watt" 0. ab I, WALL AND FLOOR MOUNTING IN5TALLATION FOR .1171w. 6ZIMM W, SPUT PANELS -COMM" $040" w 90"S bw \", f I (OWC AMmo c- a 11.110C `HN, mn 2 x S DEEP I r/. - "I DETAIL 1 :;T 4 03 o/ 0 voom No --9.11 1. - r_��Lll. " - --arv.,w. A. Y pio, VON cc full 2 Lm Lm� muhm VAN - DO oxwom 21' Dan SECTXm Y_y SpLff maw PAN U"ATION "But In,"91 9t4Lt 1/4--1- se" DETAIL 2 VALL ON Auto MULLION SCHEDULE Ix, kwwa- Y V muumm SPAM (Ft I rJIME MVU)OM 1/9' FANU 4'-G* 10 5'-1* 2* 4' I/Ir _PFAISM INMAN TIA "I. 5'-s' 10 r- In' %MnPAN " 4 .. stal, 5% SECYION I VALE 1/6-1- nom WU INE am 410 SIORM PANELS 04 00 '1 IS I I lop OR ou"m OF OPIENWI ,OD�It TOP is WTM) iNSTALLMN - ALTERNATIVE I SCALF-1 1/4' - I - T I It' -.11 " 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A,S.D DESIGN LOADS UP TO 455.5, -72.0 AND PANEL'S LENGTH UP TO V-S' 2, FOR NEW WOOD FRAME ONSTRUCTION� WOW MEMBERS 10 BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN A141 WAY TO SUIT ANY NSIALLATION. CoNcwt M#C"M GINCRIM AMOCO (uE WJCDULE ON SHEET 14) (su SD4=kl ON—\ imw 14) .500 fowlt C4MCWW _j SEC. L NM cowam \j t no ;r.+— Volo (CASE I il-1114 %0_1 m ca, 2/1 4 an comotictf OLM WALL - yk, v-s--4 I COW-Mic Awomm (SEE ScHEDiAE a" SHEET 4) W CDNCRM Fun) INSKARED cow -4m 4w.GO fm %Ovw ow SHOT '.) WALL MOUNTING INSTALLATION Jmuj UIATIO XMN I SCALE 3/8, 1* SE01ON SCALE: 3/a" I' I LIFE SAFM STOW PANEL CAN K LOCATED AS ON END PANEL (FIRST OR LOT PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION tM KIWEEN END PAN LIFE SAFETY PAWLS VAY OR MAY NOT BE INSTALLED ADACCW TO RECUMLS'PAINELS (W/ OR W/O R(OUNAR TRACKS.) 2. UFr a CONSISTS OF DOM' CALVANaM STEEL STORM PANEL AS !a. PER �-� F-SKET 2 or ORM"G, m PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIDE OF STRUCTURE. "11111171 3, LWE SAFETY PAN& REOUIRES TOP TRACK 10 K COMPORENTO& 801-CIM TRACK TO K MC= SHEET 2 OF THIS OAAWNIIG, TALMO WALL OR FLOOR MOUNTED rOULOWING SECTIONS I a CO 2 ON THIS S rf, AS WELL AS DETAILS I if 2 ON SHEET 14. W.. LENGTH FOR COMPONEWFOIS IV Mos. ANCHOR IINtING FOR COMPONENTOANCKDRAGE AT BOTTOM tS GIVEN ON a SCHEDULES �k 2. SHEET 14, = COMPONENT MAY BE PERMANENT OR RLWOVAIIEL 5, IIET DETAILS MR INSTALLATION INTO WWI) FRAME BUILDINGS ON SkErt 15. 6 SEE "IrT 4 FOR OCT011 APPLrABLC TO THE NECESSITY FOR THE INSIALLATON OF SPACERS AT TRACKS INSTALLED A&IACEM AMD BEYOND TO 9TUCCD/WMD BM4DS. g Mai WALL k rLOOR MOUWMG IN - Al INSTALLATIONS - ALTERNATIVE SIN (SECTION AT TOP tS UMffD 10 +56.6-67.0 IMIX. 9CAL 1/4' V` A.S.D. DESIGN PRESSURE RATING) **Z 1/4' 1- A,t`P1IA L mN "w mom 1 /4- 1 To" 00ACRIm Amplow, KE 201040 a" Imm run WOW so" Sa S 1, 2, IW/15 1/4. 2/4, 2V4. 3/4 OR 4[/cT4m ON *Hw IS 1. 2 IW/15 0., TL 4 (10A) PA144 (par" (00 pomw I I -ILL" iilr 4 1 Lb.1/4 2/4 7 3/4 ow 4/4 1 4/15 + A14 PRO & IW/15 10 1/,4 . , . . . ktERRIIIIIE LOCATION --I ON LIFE &AFM PANT — W/W LIFE SAFETY ANNIELS UIAII OF LIFE (SEE NOTE 1911W 1. REG" PAKELS W/ OR - - WIO W.OUEAJE TRACKS wm "AMEI (SEE I LHOOTE * LAST PAMIM STALLED AS 01. N OPTION 01 F ,W, UK SAPETT opcotoo; SMALL Al*,A�l BE 1( If PANEL 1 "8r ENED To on REMOVED FROM INSIDE ELEVATION or =me SME 5/32*-1' 1/e GkP Ile 7 K 7M`fz 7 0,0F am "m 1) SECTION B-8 SCALE 3/32--l' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDIN MAXIMUM PANEL LENGN 00 SCHIEDULE _si`%.fUl____. A— IuM.—inno aMNNAA xv— z-. rim, Lm In" 7r_S1 ON LESS Z 1/4' LOWLIM 1 Tift 5 Is 7 wk -110 Y,-v TO ir-ir M.. 2 41. UNWL7w I Tfwj!� k I Ov. To IV-1, � 6 -OLD 12,_e OR LESS 31/2 4.11,11 10 sixtoo 01 yea-abl- is. a "am AT Now owtoom Or PANEL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEME FOR REGULAR STORM PANELS (1) k 2 INSTALLATIONS INTO EX131ING CONCRETE A CONCRETE BLOCK STRUCTURES r1okub os&v me PAmmsMis Q owmaAmis As PER swrows I vwmu 7. ON vam 4 & si A.S. NNNE PAYING P.1, wxmu AMOCO wwm MR ED+ - A 1/2- AMALKAMME To 5rcrooks IF a ANY =4110tt of r4m tApaw cr 0"-. 00NALMAX #m4LWM1E P" To 00HPArn F.Ift � Do cowArn amx I-- -r--%-- 10 MINIAM commlir okm __ To OPINION? -to— comom at= __ To O..M 00MIGIM MINK 7 r I /A N/A */A 1. N/A it. I TIM) K/. N/A e 1. H/A N/A "/A 6' N/A NIA N/A N/A 4' I/A R/A .66.3. -,nD r 0/4 k/. IVA WA NW/A "A 3 0 4 ITON) r-w OR wss OR am N/A M/A M/A VA /A a' "A +71A 4,21/2- VA Iv. 4 a (somw . ..... 4 I t 'A 1, 0 ve /e a I/e 01 Ile 5 (tov/sonow) I SO smom Is It MR Ammm Aw a wojcw4 MR WRALIATIons wm wm favor WMM AMOM SAAMINIS AND Us"* EDDIE INSIANGE AN 116010 ON *6 SOMMINU MR CM TH" MOCATIM) Ok 9014112001 RMAXX 4101011 SPACING lrr WAVIL"111 SPAM WM" ON VCHMAC MY "t FMIVAOC VACTOMS. MR INS 0141111071" TO SE PMOLC ODUCID) SAMOMQ QVANOD USINO F4100 *Ali HIM N USS THAN iNNINNIN 11"XING "WAILD "M LAC" AIRPON YOE At MIDOCAS L=� A� TIMIC y1r, - Ve. 1/411 qvi,_ 4 WCNM a aiNNP_W "=010r, Go MA JrA OW OMM -7 7w. Io'. low Soww" komm 1,14* Ot. 7 s'-r NMI 7-:� --r- SO SCHEDW a SPARATION 19 at�" ca t I - 11 , 1/4 40. SIW LOW EIRAIS SNAWMKI I V/410- -citto 061/epc FoAn LOWITHS up TO S'-Q* `04) 0 ox. mm urmallas up ?c a' -a' r... No ow nu" 0 OR ftus 0 12 1/2 c wom . :1/,r " THIMEMINED PU*Tkxww a aCTH W DAMPING INIOD PLATE MR ALL t DpnG up To ir-r DJRECT I AW0195 VAU" NOTES. i, WSIALIAtIONS ARE ONLY VAUD FOR 8UIUD4NGS WITH A-S.D DESIGN LOAD$ UP TO +55.5, -72-0 PSF AND PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUCION; WOOD MEMBERS TO BE SOUTHERN PINE 140. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & 00770M L40UMPNOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 1/2* --AT ENO STM 0 EAMv OVERLAP INSTALLATION OETAILS FOR REGULAR PANELS(I A dA INTO EXISTING WOOD STRUCTURES lon Kam 0 k I . . /r 7� f---�-- . -, Cal 0 1 m1o" ALTE 1w ALTERNAM 2 SCALE 3/&.1- J —IT WE 2colow 00, SHOT 4 OR To 0,A" !_j 7 CCU I EO I 'utz 4 L "AAA, ;0� som 0 r ALTERNATIVE 3W ALTERNATIVE AW 2; 0 OF MAX SCALE 3/8.1 SOME 3/0-1* "Qua" e KAlt S Com &I I ATLIMU NOTE t SHUTHUR TRICKS NOT SHOWN FOR CLARITY low Ium jg L�11 �Q �'O ors) 5" WERKA? PANEL END PANEL s MR a. #I - ow" #I SEE S. ""I'D" ANCMN AMOKMV OR Dwo MOUNT SPACING SPACING ku DETAIL I WALL MliIUNTI 4 (APPUCABLE TO SCHEDULE 1) 3CALE,- 311C V` OR MAXIMU ATING (p.s.f.) AND coggEspoNpiNg mAximum ANcHog spAciNG scHEDuLrL AT A, FoR INSTALLATIONS 1KT0 CONCRErE A CONCRETE BLOCK STRUCTURES ME A 14�W_MA_ STUDS 0 EVE" L M. 3. Am. = 0) w" PO4E MKO V02 fIr cL c.) 5/9. MANNAM &S.D. IN ON C, W-W I CALX� 000*11 1104AUE a fW41MMT "A To O'Sm PIMESSM "low i..tl to TO "I'm to 00"CAM 111.01" Ij.. TO com"I'm ILM 0010cam com"m Immo m 01CAM 16 r N/i% N/A N/A 8' N/A 6' N/A a' N/A I +56,0. -7aAg V r v 9, a" S' I foo"Om) W-W OR LESS N/A N/A N^ r N/A 6- N/A 1. -.4/A I a 2 Cy()P) .550 -72.0 1. '. ". 9 9" 1. __ 7 (BOTTOM) TO -55 0 -72.0, 11. N/A - N/A MIA a' N/A 6' N/A 1. N/A 1 4, 2 (TOP) >7'-S' TO a*-$' a' , 4' S' a' I (BOTTOM) wmmm "XL on" PRISSM -W-04P t. m 1 will; 0 sm w now MP or A" a MED 0 r w mm w or Amour) APPIX-ABLE TO] SECTIONS 16 NY COMMIT. OF THEM UANIUU M PANEL LENGTH v (it) TAINCON c CALVIN 10 To 05 WIT" to CONCAM commom +49.2 -61.5 IF 4 112- 4 112'_ 2 (BOTTOM) 7*-6' OR L #52A -66.() 1. 1. 4. 2 (Bortow) I r -6, cm LESS +65.0 -7Z 1/2" 2 1/2' 3 1/2' 2 TTOM) !(!0GT10Mj 17--6- LESS —2 2 1/2' 2 1/2' 1 N/A N/A 2 �7'-,. -0. N/A N/A 2 (NOTTOM �16- To r-a- 1'-3' Win SPACING SPACING DETAIL 2 FLOOR MOUNTIN IN (APPUCAB TO SCHEDULE 2) SCAM- 3/tir - I' Mr=M MAXIMUM A.S.D. DIESIGN FBESSURE WING (p.s.f.) AND CORRESPON01 MAXIMUM PANEL LENGTH *Lw SCHEDLI ON &MEET 131. 1 A, 2 94WAUD EW Uff_&AUnLXWft4ANU No. 44167 ""'N' IQ Douds SO Slow is Ina mcnow rvE a SPACING mot mmumm wm wass mumot MINNAN ANCHOR WAOMMS AM MW" MINE EMSTAI" AM 04"" M TO 104MAJI� FOP ums INDICATED ON S041VAZ OtWU ANISON WADING MY 6"TIRLWING SPACING SHMN ON SCHMIRS fff THE FCUnWO FACTORS. MR IM 411141" TO FA POSSIBLE r"DWOOD maw oww" LOW Mina sm" NOT va an ?�m wmmm volm"o 00CAM FOM LINE" mcm" rf-L AT ANgma mm *MR= TVM[ 0va 1 1/4. 1 11*1 1/r. AM.NS. I- IN. t�p� Mon. w AND.P. sp9m a-) I '/I It 3 MA wo �= - _T 3,/2 now YK 36 - , " 21"'. -- - . , I I I , As i r 3 lr 114-10 PAMELMAIE PLUS T*acz O.C. W/ 1 7/8' PENETRATION 10 t)QS"W VOW HEADER a I/.- 04174 w S"41110,1041 Im, am u G" to am 1/0-MIC Is All is" MOW 1) PAND. LENGTH wx or IL q VAX gww am 91 0 111 12 04. 4 . ...... 12 1 VA"Ir moomp 02-.4- WOOD jP%A1 *0001 �ATE 2'.4- wompo!E roulm RED REOUNED I MOWNITH OF PLATE POET71ATION AT MID W" Of KATE V4 6 Lm SCREWS 0 AGGIERED W/ L..'..-J �1, .. At MID0001H OF PIATE DIRECT 12101SM&Ii IMJIUA= ALTERNATIVE OW DIRIECT MOUNT 4 1" M" a INSTALLATION DIRE0 MOURT INSTALLATION SCAa 3/5- 1' AI.Tj� BWV A611" RM, fflpj�e. I 9W 1. JNSrALLAr1DNS FOR AiTtRMATNES SIN 9W at 1OW ONLY VALID FOR BUILDINGS WM A.S D. DESIGN LOAOS'UP TO +43.8. -48.0 P.s.l. AND N Tilt, FOR I: EW WOOD FRAME CONSTRUICIiON� WOOD MEMBERS TO BE SOUTHER PINE ZD, 2� Wl SPECIFIC DENSITY 2. PANE S LENOTW UP TO 12'-4' or 0,55 OR EQUAL. BUILDING COM �10., Va�1.11 0 ;1512- Rl, PINNIOLMAIE PLUS _V4 W 6 /4, O.C. Vol 1 7/w TV�READID POAEtPATfDM TO ImIrm WOOD HEM INSTALLATION DETAILS FOR REGULAR PANELS (_11 A INTO EXISTING WOOD STRUCTURES EXISTING woo* HEADER Ll j 4,/,r WOOD KIAOCR ,, , � , � I , , : khr, Ka, am PIXI SMW a 1ANft LENGTH (S" Mon 1) MAY I : # , ___ I L Top & 0=0 MOUNITINGS CAN BE COMBINED IN WAY TO SUIT ANY INSTALLATION. w "ImEl LENGTH veo (irE NOTE 1) Doll I -L' No ' 114-* LAID SGRE" 0 r 04C� M/ I polm"" INSIALLABON DEIAILS r9fl OPTION 9 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM 71 Eo' CO" <77�� , �-Jm 74i! ED, I _v_ - sto 0 1? 1 9 A RNATIVE 2 1�1ktrF . i I'M — 1 4 VACME 10 a*I n191 "c T am SHOT 4 rm W. SEPAIN'Tow TO GkAa "'00D PLATE *rojm i "I � I pm 04ATI reounm I'BrIc-L U/2* ALTERNATIME 3 ALTERNATHE 4 I/em.6/91 LEND am mus"m W/ /wo W4- " " a le " I* ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS 11,V-20 PAMILMATE tt1AME 0 ON ;= K. ..r g= "'gin SOILIL SIX - I' WALL MOUNTING INSTALLATIO PLATE MOM SHLITTEll TACIIII MOT SHOWN IM MARTY jilmom ool; ALTERNATIVE 1 immiwik 3,V - V Aikif.7 FLORIDA BUILDING CODE 1. INSTALLAV"N' AKZVWrDR RINUMNIZI *TTH AILD. DESIGN lows UP TO .0-5, -7u W town t* TO IF-e 2 FOR ME* VHODO n%AW CONSIRIXTOM NOOD WOMOVIS 10 K SOJTWfAN POE ke E, W/ VWC_OENWV OF 0.56 OR EENNAL —co > Ld) 2 COL- CS 2 co CL (D Co cu ch C> 0 0 q 0 0 LL_ cu C) 4— cc 0 M 0 > E g 0 (D C) CL cn CL CIO q -0 — < C-4 -at cu cn cu > a- QD 0 cn cu m uj < z z SHEET NO. SH 1 . 1 7 ANCHORS (sa UcTioNs ON sm" 17. IS. IS A, 2o)---- - -- - 3: MAX. 7. "/17. WilL 1111/17. 48/17. 1111/161 3: AIM. I MIN WAT/19. IAW/19 4 GAIN/20 m/ts, MV/19 a avew? f MIN, D.M.cr(a4- -I-- 0 a' 0 0 0 7 7_�_ ML- Noft -,Q; Mal" �17 MAX. 2w, it, "s PAN L LENGTH _S IWIALAP [SEEF CHEDOLE) 313e ow MR a UPT a 11104 IN& 3 MAX, 3* MAX, I: I * WIN, -ARCHORS (SET SIECTIONS ON SWETS 17, 18. It A 20) OPTION #2 EOR LIFE SAFM SMRM PANELa ELEVATION SCALE lAw OR, WSW �! a lag WIUM I." SWETT 511111 ? -- (D iv� `1� � N - "'L N� XXXIM SECTION A -A SCALE 311V-i" MAXIMUM A-S.D. Max. PANEL LIENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (ppsf) L (k) (SEE SECTIC TO GLASS CONDITION +55.0. -72.0 a' -a" 2 3/4- UNBOLTED INSTALLATION QUAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES cow x t 4 '*"W HEADER OWAM W SAAR Iliff $04ME ow 9w IV Xww, j wo. PANEL LENGTH ISM NOIT I BELOW) L"AS TOWN mmu m SHAFT 16) SAL M S R/ WIN, .(3) .0 cow 4"S'. 3/32, WWW; wa �/Illj 3/32" WING WASHER WASKA At 12 1/2' O.0 I 14-P IAPCON 0 V 0 C MIT WASWR (BIEVONAll TAPICON 0 4* 0& 111RAINNIFIED W/ STUR) i W'# AOW= W/ I=) -van THALADED THREADED &4�nl OF PU 1;"/1 T�n OF PLATE MIGNON Of PLATE i6ov PLATI: W;aW PLATE WAJ� k WUwTlkILIHSlWAA 0 ALTIERMTWE 7M LA R TANE WALL MOW WtAlIM WALL 1PULATM MNEW fn JUN&= WK PaIJL=A2 SCALE 0 It PAUNREL A LNITIE SAFM PANEL SCALE 3/8'.J, VALE 3/1'., sm E.N.V 1. INSTALLATIONS ARE ONLY VALKI FOR BUILDINGS WITH AAA OLSION LOAQ$ UP TO +55A -72,0 PSF AND PARELl LENGTH UP 70 V-11' I'D. 1. FOR NEW NOW FRAME CONSTRUCTION WDDO MEMBERS TO ME SOVINIEFIN ANNE NO� 2. W/ SPECIFIC DENSITY Of LISS OR [OW 1. _�(. 1/410,r~ 0 91 OIC. "#/I I/z* wk. THREADED PENETRATION AT WGQG HEAD" CD V M CURB PANEL LENGTH (SEE NOTE I Ono" VIM No 'L* PARE1. tEw" (SEE NOTE I BELOW) 1/32' 1�1;1 TI T ,wm THRIAM PENETPA71ON AT MIONOTH or PLATE 32' WING WILIT p 12 I/r OC t NUT+ WASNER 11111:1,01,13) APCON I V O.C. S' Met. THREADW kTION AT MAWTH rl PLATE WALL MWNTINQ PLATE ON KAUAWN A 78W L% p VALE 318'-t' �41 TAPCON ANCHM POLITICO ;Mwn, ON cow BLOM REQUIRED a INSTALLATION DETAILS FOR OPTION 2 FQR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRET - OR CONCRETE 13LOCK STRUCTURES 1,/4'. TAPOON ANCHORS 'ON ANCHORS 09 ac. �4'TAPCON ANC"ORS TAK 9. O.0 POUM CONCRETE POLAND CONCPM� POURED on CONCRETE OR COOMRIETE go CONCRETE @Lack ftaumi" BLOCK ACQUIRED, BLOCK REQUOM"o c- 14- Ef Ef 'et . 313r WINO NUT WSHEIR IS 12 lIr O,C "NURED CONCRETE CONCRETE ftacK F" WALL VOILIfIlTINO MISTULATION 0 SCALE S/S.I =00 40 -ii-Ir ol, J H 'Maw LIE -, (KNIM) �QUOIEO CONCRETE OR CONCRETE BLOCK RECIVIRID ING INVAUATHM a Lj MMANEL WALK 3/8*-," 699 low is is 20 no ANCAM Tn't A, #mom TOP "Im SPAQW(I FORT INSTALLATIONS INTO WOOD Am= vocan (w rm" OVU". .=,MAN* MINIMUM 06=ww :r am IN* SCHEDULE AGO EOL LESS T%%N INWAIIS Som" ROMM AWONOR SPOONG IN "I'll"Llula ww" W" ON SCHEDULE A. W) APA ia an own BY THE FOULONVAT FAVICAS MR ING OPOWIVIN W BE POSSIBLE FOUM 2140M 050010 USING FACRXII 1004L NO, BE LESS T'" WOMAN SNC04 powlyn FOIl LAON NICHOR TM GO THIS SCHFIXAL 3 I1Y _0 ar ww M; Merv; J 4 Z LOA E-D �4 W 4IPSS . W.S W/ �'ll A 03.3 Ics, W/ 3/ r 00 WASHER "=j 214 MSG PUT WAS"ER 0 (81110NO) 4 TAPCGN ANCHM 44' 1/2- O.C. 0 4 1/2- O.t POURIED CONCRETE PLANING CONCRETE OR CONORM BLOCK OR CONCRETE INOCH REQUIRED REOLOW WALL Imn"o IffALLATION WALL UQ up IN-va, A ATION a SM&EL f Ulf 09A "TY PANEL SCALE 3/4--l" SCALE INSTALLATION DETAILS FOR OPTION 92 INTO EXISTING WOOD FOR LIFE SAFETY STORM PANEL SYSTEM STRUCTURES TAPODN 9 61 O.C. 4' 0Z *1/4*0 AT WOOD HEADER AT WCOD wm WAGER SEPARATION TO QLAn `DUSTING ON Re"T OAAES___ PANEL LENGTH (SEE NOTE I SELON) I- 13 2-.4- WOOD PINAVE � � 1! �?/$ 0 . 3/.12 VRNG NUI Lima WA34ER 9 6 1/4' O.C. 014-10 PAJWUAAm[ 0 16 5 1 W O.0 W11 111% MIN I" POIrEFATION AT MORTM OF PLATE W" LIKIIING INS 11ON RMLAR PANIEL SCALE 3/8--1- INSTALiAlIONS ARE ONLY VALID MR SVILDOM WfOl &SO DESIGN LOOM Up , 'a tdS. -72.0 PSIT " PANEL'S LENGTH UP 10 w -5*, 2 MR Wk WOOD TRAMS CONSTRUCTION: WOOD MEMBERS TO K 50VTWFOO WINE No 9, W/ SPtCFIC DEN" OF 0 53 OR COUAL ON weETT is) "z. PANEL Low." 1/4 f 2 1 sa NOTE I mxo*) 2'.4' WOOD P�A% 3/32' WING NUT REOURED WASHER At (BEYOND) #14-10 PANJAMATIF Is G 1/4- O.c. MITI. TKREAM A"01014 AT MOVAMH OF RATE WALL SNOW R&ATION 0 LYE SAFM WALE 3/8-- 1 Hurricane INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTQ EXISTING POURED QQNCRETE OR CONCRETE BLOCK STRUCTURES W4' IAPCON ANCHORS 1/4* ?APC0% ANCHOR; S* O.C. 9" D.C. POLAND) CONCRETE POU CO"C'em" 04 CONCEIVE wock .0 swco- WEWKO 1/4' IREOLKNED --c 1/4' f. 0.0 AIR, El -- GLASS E.0 0 M10,0 PAWLMATE PLUS W/ .0 . 3/32" 01NO NUT IWASHEIT 0 , /A- OLC FIGURED CORO" on CONORVE BLOCK ftoulno WALL LMM IWALLATION SCALE 3YS-I* SEE SHIST I 111 20 MR AW�Cft n" I Allow TAPE ft. VACING I= NWAUA= ISM WROO &V ft MOM '"A"' FRIBIt RAMINIAL =UM EAB=j=AMO MAIN 20MIDULE IN ". LESS I" PAW.-M 0. wCAILE WIMM - MkLmNv%c VAcm SHOWN ON scemix" PA OPJ 0.0 APRIL lout am" AT DIE FMAOM FACTORS, MR OPUPERIN TO K POSWKL OCKM SPACING OFEMWAII LINK FACTOR SNALL NOT K I= TWx vmwwvx� SPN�Iwc o*wA= FOR EACH AAKING* TYPE 0. TWA SOCKU 1 1 3 yr COMM AMMI, VALE E=Z KOM SMAM W& I E-Z K411I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (01.01 HAS BEEN VERIFIED FOR COMPLIANCE IN ACCOROW1 WITH THE 2M (7th EDTT*w) OF THE FLORIDA MAD" CODE, DESIGN WIND LOWS SHAUL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL, FOR A WIND SPEED AS RITIQUIRED By THE JURISDICTION WHERE = SHUTTERS "LL BE INSTALLED AND FOR A OVPCTIOMAUTY FACTOR KO.O.03, USING ASCE 7-16 AND NOT EXCEED 714E MAXINIVM (A.S SL) DESIGN PA RATINGS INDICATED ON SHEETS 2S A 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAD$ OMWKIO PER ASCE 7-16 SHAUL SE FIRST REDUCED TO AS,D� DESIGN WIND LOAOS My MULTIPLYING TM)A Of 0.6 IN ORDER TO TO COMPARE 11HESE W1 MAX. (A6S D) DES" PRES"t RATINGS Nor-AlIED ON SHEM 25 Bf 2$� IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON TONS VIE& AS TESTED WERE NOT OVER STRESSED, A 33% INCREASIF IN ALLOWABLE SIRM ITDR BOND LOADS WAS UM USED 04 THEM ANALYUS. FASIENERS SPACING '10 WOOD HAS 01IN DETERMINED IN ACCORDANCE WITH W.0 STORM PANCL*S ADFOUACY FOR IMPACT A14D FATIGUE RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1620 OF THE ADM MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 1 2032, AS PROTOCOLS TAS-201, TAS-202 AND TAS-703, 2 THIS SYSTEM I*$ KEN DESIGNED TO BE INISTALUX) ON THE QVIM OF TME OPIEN04 ACCESSING �H( OP"Q FROM THE INSIDE JW HEN INSTALLATION IS IWENM TO BE PERFORMED THE USE Of A LAW" OR Urr THIS APPLICATION IS VALID W FROM NSIDE OF STRUCTURE. 3 SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG SMt BINDOMIS WHCW thISTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE or STRUCTURE A. SERIES 2000 INSIALLAIXIN IS APPUCABLE 10 SINGLE AND DOUBLE HUNG AND HOONDTITAi SiOETTS STYLE WINDONTS *WN INSIALIATI011 6 RCOUIRED TO K PIEREORMIED FROM THE BESIDE Of STRUCTURE. I. ALL ALUMINUM CIMBLISAIDAIS TO BE W63-16 ALLOY AND IEMPER (UNLESS OTHERWISE NOTED) 6, AlLi ALUMINUM SHEET WETA� USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET METAL PANELS SMALL -VVE STRUCTURAL QUALITY STlZi_ OkSTM A-653 GRAX 50 Min, GALVANIZED STEEL DESDINAT" w/Fy- WS w (AFTER Routo). 6 ALL SCRVNS TO BE STAINLESS STEEL 304 DR 316 AS SSRJES ON CORROSION RESISTANT COATED CMRPON �STEEL AS PER CON 543018 W/ 50 k6i ITIFID STRENGTH AND 90 ke, TENSILE STRENGTH & SHALL COMRY W/ FLORIDA BU4.0010 CODE SECTION 1411.3.3.4 61. BOLTS TO BE ASTM A-307 W!"ANIZED STEEL. OR AISI 304 $Efti STAINLESS STEEL 36 ka, MINIMUM V1151d) STIRENCTH, 10. ANCHORS TO WALL SMALL BE AS FOLLOWS. (A) 1/4*0 TAPCON ANCHM AS MANUNFACTLIFTED By JTW SVP.M. TNC� (WIN, FC-31112 1 /4 0 X 7/4- CALK -IN ANCHORS, AS MANLIWACTURTED BY DEWALT INC, (NAIM, VC-3000 p.Aj,) 0 14 - 10 PANELmATE rEmALE to & PANELoATE PLUS ANCHORS- As wAtturAcrokm BY nco CONSTRUCTION PRODUCTS (VII-3350 P&J) A-1) MINIMUM EMIRCOMENT OF TAPCIDN ANCHORS 000 POURED CONCRETE SHALL IS 5 21/4* AND 2* W PANELMAIt FEMALE 10 & PANELMATE PLUS, A2) MINIMUM EMINEDIAM Or 1/4'0 1 7/8' CALK-i" ANCHORS %14ALL BE IS I/111- INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHAUL K KRMMTD 1/4' 0-20 SS SIDEWALK BOLTS USED SHAUL BE LONG ENDUCH(SHOULD ANY FINISH MATERIAL ExIST) TO ENGAGE 3/4' INTO ANCHORS, A-3) IN CASE THAT PRECAST STONL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE Exwfto� WNUL OR FLOOR ' ANCHORS SNALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SuCH PANELS. ANCHORAGE SHALL K AS MFWTINIO IN ALI) AND IN A.2). 1/4 0 TAKON ANCHORS AS MANUFACTURED BY 17 W BUILDER. INC - CALK -TURE 0 X 7/8 -IN ANICH01111% Ar MANUFAL ED BY DCWALT INC (V1500 p4l.) 0 4-10 RAWILMIATE rVAALE K) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY Ej.CO CONSTRUCTION PRODUCTS (E.-2071 P.0) F Ex LOA 1019 PANDUATE PLUS W/ 'f . 3132" WINO NUT RASHER (KVW) FOURIED CONCRETE OR CONCRETE PEOCK Rtoum WALL 1100112�LLATION 0 UPI SAFM PANEL SCALE 3/a"-i* FLORIDA BUILDING a 4) MWWMUAl EMBEDMENT OF TAPCON 44CHORS AND PARELMATE FEMALE 0 Ak PANELMATE PLUS INTO OONCRM BLOCK wu ff , 1/4- 111) MINIMUM EMBEDMENT Of 1/4-0 k 7/8- CAUK-IN ANCHM SHALL BE is 7/11' INTO CONCRETE NO RUMOM04T IWO ANY FINISH MATERIAL SPAL K PERMITTED, 1/4' o-zo ss siDrwALx mTs USED %mai K LONG Emouow(smouw ANY FvAsm MATERIAL EXIST) ?a ENGAGE A/4* IWO ANCHORS. S'3) IN CASE 'HAT PRECAST STOWA OR PRECAST CONCRETE PANELS PE FOUND ON THE EXISTING WALL, ANCHORS SHAU Of LONG ENOUGH TO REACH THE MAIN STRUCTURE BENING SUCH PANELS, ANGNORACJ' ISHALL BE AS MENTIONED IN 9.1) AND 94 9.2). IT N IIAEL BE ATY_7_ VERIFY 'It SOUNOWSS Or THE STRUCTURE *1401 SHLITTER is TO BE . SHVrrIUf SMAJU, ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD 12 THE INSTALLATION CONTRACTOR IS TO SEALICAULIK ALL SHUTTER COMPONENT EDGES WK04 REIANN in CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT WINO/10AN INTRUSION rAUUK AND SEAL SHUTTIR TRACKS All. AROUND FULL LINO" 13, STORM PANEA, ThStALLATION SWL COMPLY WITH SPECS INDICATED IN THIS ORIMATING rtUS ANY BUILDING AND IOMNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPIIED TO, III AV" VANDOWS AND DOORS, 06C. E - Z 4ANG STORM PANEL SYSTEM- 15 FARM POSPING 15 to) THIS PRODUCT EVALUATION O�) PREPARED BY THIS ENGNIM IS "RUM AND DOES NOT PNGVIDj: INTORNIAlION FOR A in AOMMUCT: I.e. WHERE THE SITE CONWECHIS OEMAIE FROM THE PED (b) CONTRACTOR TO BE RESPONS19LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCtUOING, UrE WITY OF THIS PRODUCT BASED ON INS PIE.D. PROVIDED Ht/SHS DOES Not GIVIATE rROM THE CONDITIONS DETAILED ON THIS MCL40ALW CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORT'S RESPONSIBILITY. I') THIS PRODUCT EVALUATION DOCUMENT Wu BE CONSIDERED #NAuG IF MODIFIED, (a) SIFE SPECIFIC PROJECT& SMALL. ON PREPARED By A FLORIDA REGISTERED INCINE]ER 00 ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O,ft,) TOP THE PRCuECT An 1WHO PILL BE RESPONSIBLE Polk in PROPER USE OF TME P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO DIE P.E.D. [WANEM. sPALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (0) rO4 RED, SMALL BEAR THE DATE AND ORICINAL SEAL AND 504ATURE OF THE PROTESsIONIAL ENGINEER OF RECX)FID THAT PRILPARM (I 16 STINIM PANEL MMUfACTVREWS UWXL SHAUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE "TO SECTION t?09.9.3 OF FLOR40A allfLDINO CODE ONE LABEL SHOAL PC PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 270991 OF THE FILORIMA BUILDING CODE I Tcn -Fu CD f mo > c 0 Q_ 2- o 2 cu -0 '7= CD -cu cn 0 0 CL C 0 3: c c .0 u- M C:) -&- I*- cu cu 0 > E 2 0- cn cu '402 BIG cn cc z z w mi OMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL Y/241111�r(])( IWAKIIIIIIIIA05 I INSTALLATION -DETAILS. FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-11 ") W/ 00 TIRE ZKLOW) W., 2 /24 V/24 Sam EANEL Cl) INTO EOURED CONCRETE OR QQNCRETE BLOCK flul* 11.04 11724 11- 14'�24T' 164 04.4;2" T not wimmm = so or . . T 2 59V -T-su-saml salmu at Sell 36)- f, Mo. zzw 48,1w (IDEAL WIDTH) z5oll- Do of �4- 0-OW $-ws oz NWWww _q) 1215w* (EFFECTIVE WQjH) - - - - w 0) 4 BIT d. weIn BIT arm I. 0.036* Wk, THICK OR una" d IT 1-3w cn rill I TIT 111 11, 71 110 111 4 F00 60 -L' GA=lUEL EGGS am PWWIJ WR" NOW (offtmo EDGE GRAM 50 MINIMUM SPA& (1-40 GALV wl, A AS Ir J 4D -7-1470- j .."a I cu T! ;Bw. I 1 -46;7 17 2. IYP. SEE NOTIT 2. 3. 4 BELOW IT' �7 f MM4 1 1 7 T HEMMED SEE NOTE 2, 3, 4 BELOW 7�4 1-1 1 14 q,, r- 19L%M PANELS W/ 4 - 1, (I)STORM PANE vm > 40 'L' 0 REVERSFQ "h* TRACK _<D "U." lRhCK REVERSED 1111111 11141 .44 M VIM Ph I IMARMATIF Op.) 1%. I W. W/ "WWO Mar To GLASS 10 Ouds. A I AMON 04" PAWS. JOIDL UP SEE NOTE 4 GnOW I'm CONCRETE ANO-Oft SIX \_0 02=.,c Tax senwona. L 1 - - - FAL IV , Ir, :1 A. ff vm.- , E.� I I M cILAss -A r '10=101" SHITC, " - I'Aft BenUo, SEE EAC 70 0.413. 17 i I PA"t.T.1.01P OPENING SMALL ALIMANS I ED )t - LAST $Aw. 0 To BE :gtAIX. CT W='a T. 121: ww or STRUCTURC IfftAN"GlIVITOROM M=m PTWAL ELEVATION rOR S ES 2000 MA E-_Z HANG LTEa M STORM PANIEL SYSTEM 7- L w s I I WWI W .1 J 3.750 WWI. w 7 OWN 3 to. rl/4* M- GAP 1,4. P_ GAP, ROIJINDED CORNER 0 ENDS OF PANEL"$ END UP W1 HEMMED EDGE 00 All ISOMETRIC VIEW DETAIL A /`BKL 7 \7 N A 6 POUPWO "A- SECTION 11- OGG 2.0130 2 r i,.-, 0 1 UI I . I, 'I '. �' -J` law vw - I* M 3 cox UZI TRACIIS AT 700 4; PAKILMATE PLUS OR IV LORD 4 0)� XEIHaXlL.QLXA93_l= L 2 PARG STOW PANEL SYSTEM CONSISTING OF PANEL (rAi cu ALL By MMS OF (1) E - 2 MANG STOW PANIL VIETIEM CONS67ING OF PANEL earrom W/ PANELBAKIEs, 'T Zn I 'J* TRACK @) PAK C-t. TRACKS TOP Is **"am. (1). END PAWL$ SMALL ALWAYS K CONNECTED E W V *1 14-T M TFOM A BOTTOM, IND PANELS ONTO, 2"IBS"(1dox.) AWIM. ANGLE (2) D PANELS SHIAU, ALWAYS BE CONNECTED 10 90 TRACK OTHEINASt A STOP PAR mmm"T'sc 01, W TI 1//4 2. SHALL J WCEA /4 36) 60 'w� e ir 4 K PROVIDED AT TOP OF SUCH I-ANELS. Sol AS AND DIRECT MWNTING IINST. No - ,. -=) 6051-78 MUM. ALLOY WM NUT 04 la(J.3 Mi., t��R[W _S_ "41? 3 02 WALL is) 125' SMALL CONSIST OF ocv_mem ON a I T. fy-C F + FAM THUMBSCREW OW), OR EITHER OF TWO (4 FOR CASES WHEN END PAWLS AM ME JOJV W/ 15' [a - INST, FLOOR TO CIFILINg 11,10UNTMO INST. cu eC AT CMRIDW FW FLANGES OF END PAMEI. END PAWLS An NOT STOP PAR 0 WALID-ow "T51 INST, 111 PROVIDED AT TOP OF ECTED T. UcTION (4) IN CASE THAI ENO PANELS ARE NOY CONNECTED 70 BOTTOM MOCK ($III A STOP PAR 111.0m aw. = PAT. r�,Bxs IS 041YM r TWL% I" PANELS ISKALL PE CONNECTED '10 BOTTOM ?WK (4). FOR INSTALLATIONS WHEN END PANELS AM SOME INTERIOR PAI ARE DIRECTLY A^t 31AM I' VAX 3/8-1" E 0& VOUNTIED TO EXISTING. SU W XCANIS OFQMA�V� EL CAT� A Um 0 A90VL SUCH CASE, CONNECTION OF PANELS A AT YACA ONE INTERIOR PAN fix 10 'AIIIIIII404, M PANEL LOCATION W` 41 r, A. FOLLOWING TO= AMP MR THIS C WIMOR PAWL 4 own a 00 aft"t-'s (5) SEE SECTION 1% y A, 4' ON SHEET 24. SET AWN" SCHEDULE ON SHEET 25. :..Tmrw TOM I 40 00' ED ODIC TRACK MAY OCCUR AT (A3w) MAY BE USED 4OWnY W/ I REY NO SHOWN ON V a = jMllO. AND _t OF OW t r, A. :w "r NAR, SOT NEED TO I BY ANY MEANS STALLED TIMIS ADAACIDITI PANE" 1. X" ROO THEIR OVV%Aft RETAINED BY PAWL) RAVE V NO. 44167 SIR AMMOM ff-OLTM NO. 44167 NA C8 X6 AN 750 055' Up.) BE awiw=; To ui EN I OF a A FLORIDA BUWNG CODE Ofigh WIOCIIV HUE Come Zone) NUT come zare)l c : Or jE FLORIDA 11WILD11140 CODE (INIgh Veloolty 0 BOTTOM MOUNTINGS CAN BE FLORIDA BUILDING CODE (fth Velocity IN Can* Zone) I T OF . ct Qm 110M. PC to cowmm w ANY "I, To W. tow 1101M w Dam RAM PC 20 GAGE GALVANIZED STEEL ST0119 PANEL No, 4 167 20 GAGE GALVANIZED STEEL S70RM PANEL INSINUATOR, STATE OF 20 USE GALVANIZED STEEL STORM PANEL to Max ONO a" W, owmw w z MOUL PROTECT [ILIECO... SCAM- I/a, I* VIEW z DETAIL I I 7u. 1�1- r7 ST OF ION PROwJCTS, U.C. %'Om PROTECTION Mm"' Lw� Qma PROTECTION Pmom U.C. MITI SAL 11 vw 0 Am ILV ll,a= 11LIECOTi.. O.M. K loff z 3"W(Max.) ALJJM. ANGLE STOP RAR 11LIECO. Owl' , 111" LONG a IMMIL. FL ZIA TWO Aw. .& 1. - Md)O"-"Ol 14", FM Mx"_ ,rc= 20-176 Illa-5 ITZ-F 20-176 20-176 6003-Y5 Alum. ALLOY "a PSI CA-000117 I QAWAWa NI, !w- Oflowwo. WALRX , k W Pt. VAL/wnme/mc omm u or WALM 4 -1211, _q ! - SHEET NO. S H 1 .2, =71:41'.11'111'.11-A ,M ,'IL;,,i� 111�.; �4-I!':.; 40.7-N I i,'�,11111`77,1111w.l x.l."JJ i i.;-�:I-",,�, ___ - = jil.,.w - - pl-PIRM119616 . � sissetv., .11!""�"9.:;m.v7l�m"",,...;.,�w.,Mj.�4 1111111111111II A. w1v NMXAAUM A.ILD. - r'... - Me All w F.-A - —NW I Q.Lm,o BE 7'. M I. �,W, co 0 M .G&O. -7b_3 w OR LESS 2 91tir I 901.11"O , 11, 2 31. 1 1w, 2� a 310 -614. -75,3 70, Oft LESS 2 7/0, - - I BM'w . — ., 400 , =/,= ,w;S3 ALS * W"wo AT ovellum, 4, 4ox OF PANEL awarm PANEL iyi I' ill INA-11 '1111111 .� ,A,4:,�, 5 �;; *�%,; 41:71 C', �'Iffr"e7Awl:j.zA:.::; �1,0 ,.:"j.,j, [,]I 1, � -WT7,' I I ___ . . - - - 7.4', Ij .417--.M i il �'if�lliv,li,'-I,'��m;,If.w.�.::�.�";414F lff-�-:-� JA ,= 9-:_-1.411L11_JI.'.lIIi,;M S�v;a�94irc.;,lmm"�zivlLvwl.,*4dp4 A.St"'Wa. kwo" ANCHORS SAWOMIC FOR C 0 . 3 112' . APPLICABLE TO swwa I a ANY COMBINATION Or "" Miami PROM LlUvN v 41.4 PRESSURE RATING (P - 1.) TAPACONS — CAN-li PAWXAAATE ramia 10 I ;;;�,j,— 10 T-Mamw To CONCRETE To CDPmpmn KM 'TO G,AG" IM CONCRETE SLOW ,. OD,,= I- —IL am 12* N/A 12' N/A 1 12- N/A 12- 1 N/A I- a 2' (TOP) II* 3- * To. '. '. A- 1. 4. V (6=00) SERIES 2000 + 12" 1. 12. " 5. 1. I _ a' a, S" 1. (-_ ON) HIM low +. N/A "/A N/A N/A ---,--- I N/A N/A 12 1/2' 1 +66.0, -75.3 7' N/A S 1/2- N/A 4 112* - N/A — 4 1/2* --- N . , (TOP) - OR LESS 12* — ' _�2 "/A 9 1/2' N/A 9 1/2* N/A - 3' (BOTTOM) 12* __ 4/A— N/ A I --- - N/A 12, M/A 1 17- ./A . I .' (TOP) 12, .. , — 2- 9 1/2- 12" ii, 1 12" — li, _� .. —wT-) I 1 It LIMITED To "a oAr. ALS 0. ok" PRESSURE RATING a SEE SAM as FOR ANCHORS "M A. SPACOM FDA "VALLAYMM WIG wow "WAI &ADM MWOUNT ANCHOR VOCPM AW) WINIMUNI CODE MTN" ARE INGU= ON Ift 104DIAL MR 9.0 LESS THAN POICAM OR SOMED" REDUCE ANCHOR WW�m 11 60ATOLY" SPACING Sh" ON 9MXU MY be FOUAW04 FACTORS MR Ift OPERATION TO BE MO� RUXFCXO SPACING OgrMO LINZ FACTOR S4NLi NOT W LE25 THAN WMAM SPACING POUTED MR EACH ANCHOR TYPE AT -RIONCIRS U)POO #Am= "ft V". -- L 1/4'. 1/4T. ,Qb"- I 1/4'. __�____ WOW �. 111 I 0, momile � PL) a 1 1/2 OKM.tA OIL) 3 _ 3 = OMMia," ,___3__ 4 ___ 1 __ Wit. ra pliff MIN9 to" . ./2* .. -1 --.---. - - - . - - . - r ... 7 :.-: -i- - f- 7,TT t 3 11r - 1 - IAG I + RECLAREs M. OWN" BETWEEN BOTTOM OF PAWL I -1, ,/,. Me (D To OEL 1/2* [:T (7 -1 A&M. r 114.1� I ++ Woulials m.. CarrAma BETWEEN BOTTOM OF PAWL Ama (D to K. 3/,r N.-J.1116. 1`7�1 - __ GULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1-) - I . - .__ - - . `I5jZS* tTOTAL WIGIN) � I I � . - - 21 - �_ . - , - . 12.5W (LFFECTNE WON)L - � .1 .- ( -_ ,-- -1.! -or I 1/00-20A3/4' 2SWr_ -,7w* -, As STUD RIVE1111; I "�_ & 1/4' ".) ____ - . _ ')L. -374?..- TO .i2s*- _ 00 = 0 6 1/4' 1 .1861� - .Ow t/r cc 1.30,_ - 1.3!T01 - I .2SO' ' ;� _ -L 1.3p- - - .- _yw, I � , (WAY ME ..) , . :1=, I I C ' ' i -- .. , I , , I-L __ - - _� . 1_ ' . I I . i I ow ' * r, , , �Go 1, I �, 0.024* mod 114" 41 j 6 I 11%, - 31375, , `_ 41 - _" I �., ,!), ., I w. 1471, I � 14EUM SAILAVILM Sim ' " . , '* TYR � 2 , C&A - - I vir - I -*E �' , n, F%%_4 14-) CDGf AM Ad" I I , owix so =\'TV - , 2iW2 2 " 26- I X� - _j .j C-90 GAILY. ce ,..7 I '. _j �� OCTAL A - - - - . .. _ _ _ - ----I I .3;5, __ 4,) I 4 4 9 (3) STORM PMEL _t I - ____ - __ - i.330' - OCTAL A - 2 DW* ' PANELS PAL K INIFTAILED ALWAYS - - 2.307' L- FROM LEFT TO NOR W/ 1/2 - LEG WHO (�) (�) *F' TRXK (�) ANIM WN STUD At END AT LEFT SITE OF PAM Him -I,- I ,,,,- "" I FfP TOP Em 0024' (NIAL) . L I I or PANEL PAWI �% DO LIP "I GALVAKED S71U 1_� I . '375,; ".2701 1 W/ hfAmv fm ", "" I , I �. , .. , A, > " .0.05, I :. � "g. 1� '. I L. , , , , - - , , " . . . . f q �_ --- - of 1!��,_, I I I -,--;- ,I' _�, i- - _. �00' i I , , t� 0_37S 0.25010 -_ . /V/��L�-.>_ _-, i I . .I , . I. . I Iiiawk, I -1 'L ... I 7 - I I - - Sim. If I � I . � actlaw I , - - 2-59" - /, - 2.250' // - MOMMIC YIEW , 33 - A I c270- , \ - DIETAIL A .T - - * IT ,),ta) Oft (yo esf- I ., 1. a.625* I ANDUNDED CORNER 0 ENDS OF PAi I +1 I - "A .003' r 712i� . 2.37r - END UP */ HEMMED EDGE. , I, (N 7 S) .." .T— YYP� SOTMM AUARLI , 23W 4 __ - L KEY IN= WAMER I LEM Or PAWI 7to (�) aY HIM AT PANEL - --- Osr f] I - (".) 3750, 072* ? (�) 3105-HIS4 ALUM ALLOY __71, 1 — 4 1 . 1 2.124- - 7w. - .01 3* a SEE SHEET 6 MR ADDIFOXA. __ . UWFAIVW 0 SLEEVE LOK& 8 I F. - - I - - 125' t ... ONLY WALIC MR *"MATOO 000 gel. (1) 5. SLCUaL.L.IM WOOD StWjCn#" 1250* 1 MAX, MAN 4 A "' [ . I , . t W. , .7 - . __ ._ I J I ,OW L - 7.000, 3,750- L- - 193 0 - 2150, - 1. I IS* 1 L I tiw.), : . Ow ., .750, .250, - TV *H' 0 i HUBER UIP RUDER I (TYP ) - I' WIN. 10 5* Mi., -- -- - I t (2) REV. @) � - 2,000' --: I& SLEEVE I* MAX, I @ ANGLIE %I W q, 0 1j. 7= 4 PANFIL MANIXR '�. "" - . 3,000*- --,:- M4* 564, -- _. ii '#.. I . .-- ;.!!*,:� ' (I 114- WIDE) � e� � � JUSC ONLY FOR E-Z HAM STORM PANEL � V ! .I' � '�\ � �� . " ' 6 1. I .-: �00' - _-) 27s, .082" , 4�..` \)C ks�'--* SYSTEIA) GOU-TO ALUM. ALLOY � '. - - � � -4 . I , ___ - I '00: ( - - I '. . / - I - , 9 At 441.7 - 'FLOR BUTILDING CODE (Man High Velocity No fit zone) 1,671- I No 44167 '-. 1 20'.6 T t fi;�. 126 3 2� :. * : 0 im) MIN IS I '43110:1. INC. '0. ' I' a v 123' ,4. . STEEL STORM PANEL I 1 1 L201 I I � I *- S EOF -. 24 "GE QAILVANIND GROW, 2Y T L 7_� � 1. — I=' .. I - 2ow- - I I I - I i � -- 117 SECTIONS - __ _ _ 2W . .1L . , F ! 91/21/� , . M94 - . .1 X 111MIECO,we � QLOML MTECTM PROOLICTS, LJLC. aw. 4. f ... s mm �iw - L� am. MIA,. % .- M .., AN A, VA - .�,4=0= v .. M-)�-7*W "Ala 011HOW-4111", 20-175 @ IrUILQ-OUT Air (B BUILD -Off "F" TRACK @ & (p) WASHMO WNWILIT _. - ---.--- .��". 7ii b� AM :E"l TRACK ANOLL (ZAMACC 3 ALLOY) PE KA/gUAr.ft/Wlt I" = M IT n= M ,.);II- . I - _ __ I I INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES (L) ALTERNAN CONCRETE MKICITS LOCATION CONCIVETE ANCHORS (SEE SCHEDULE ONF ' EXISTING POURED CDmCRLjE_ BLOCK (ME scmewl ON SHEET$ 9 THROUGH 10) "WING Mi CONCRETE 00 CONCRFTE Kock SHEETS I TWO" 10 . Olt CONCRETE ACQUIRED I 110w, LEG REOLOW. 1. 11 �,, 7____E(` ?=C3M0&T , , 4- -M / - CONCRETE — ,., � ��, (SEE SCHEDULE Oq -1 I . ,,,J�,', , , SHEM 9 THROUGH , 4) - , -� .. I , '. ,,� ,,� i, , jg.-.,�, *',�,,� ,,� ,,e ,&�* ,� 11 , , 1/4 ' , g , "'g, 0 - ; � - " --- � : - 44.1,1-MIX MAINIM NFAID - I I , - . ) 1 @� mp sow an - lilr/.31,* .I � Asi CONCRETE ANCHORS :M _�� � i - " Als. 0, w/ mv, , . ,, -iit/4, MAX, -_ I ____ - . � � ) , I = * __T`,� " . - ; 1% I I I I I (SEE V_ ON , * .l." � I i I 1) � Si 0 THROUGO 10) 0 I , " , , I I I elp-abil , V I I �,�;,� Ic U.. : ,9/�, - I :�e t j , 0,11#8 . I , ". . �_ .. ,,, i � PANEL LENGTH � - ZT4 i T r .1, E.D. ,� , - �'11�1�'. I : 0 I I (SEE SCHEDULE LiA Min. I ON SHEET 3 11 : - IT "a li;"_'a� 11�1 � ." :; �, , � I � �� . ,: : " , - , i (f) ; SON"A"ON . Al LEO ! . Tj FORS= I. ams . I ON SWEM � .1 I , M-MM.) . . _r (Tiar 204MULE ION to CLASS i ON . i Elao 1 ,/4%-m*,- i ON SHEET 3) 1 � �r.%'.V SPACER I I I. bic.� f 01004M El 3) SKIT 3) 1. I - " 6w no own M., I I �, I I ; W. I LENGTH (SEE SCHEME ! am WEI 3) I I 1 III, � Z,mx.a r,o I I .. I - --I ,A 11 PAWL LENGTH i I warim o" r-r) I I (SEE SCHEDULE I ON SHEET 3) EXISTRIC-1 � SEPARATION iTO GLASS. . : (i) � %21� I- " I ,I, - GLASS I I I I 1 - Vk ____ - - - . - sr'l SCNEMU : o ON SHEET 3) I I ; rA) ! 1 3ox Of 'L* MAX 43 1 - - - - - j 11", _ �--- _� - (1) . I - OF *L Mw r, � : I . I'll '.."11;�,"I"W ", ,._,%� 1 � in ; ", ," " �,, �� %,-,:?�,"C."",� , : : `�"'':" , ,�.',<� 5" . I E 0 ,' � SPACER _ : OF .,. . 0 11 i 12 I/F OIC. : . 1. . Ir I - . . �1 . I - 11"": . , , I LENGTH MAX I �__� I - �:�:�,"._."; I i 11 - , I I .1 . � Iry �= ::z::: _91,C) I � �� , ��;. , ,,,,, ��', "", �, CONCRETE AK"M _zj,, ` . �', ': .,: C SCHEDULE oi , " —,...",��,��,-�',,'�,,,,�""",,O,�,,', ." - � �,� EXW04 Mo , �,`- " ,.. "v.. (STE 4 ... � ,�� " 4 CONCRETE = �, I I (SIDE SCHEDULE , - I -1. . I - � - , .,� .1 ,,!, � ,. . 11%, CONCRETE , , - ,T REQUIRED . " � ;'�;, ". ��,:� S " WALL OFT SLAB KEYS 9 THROWN 10) , . '11'�,. _w Of ..:..�.� CONDITION) �' �11-" - LONG MAX. PtUWMVM smrM 9 NINDUG" 10) /10 I 09 SPACERS 41 D.C. VAUD FOR " 3_pii- , ,11_.� "I .. .1 -1 I _r=="w1r-1C RETE -J =' ALL DESIGN AND PANEL EXISTING POLITED CONCRETE PER 3. CONCRETE ANCHOR§j �' 11 TIED. REQUW L04GTHS SHEET on CONCRETE BLOCK _.. (SEE SCHEDULE ON to, 11 - , , FICOUIRED _JR I ,; MO. LOUG ALUAWALN SPACM 0 1/2- oc. (SEE ?AM #1 ON 0 - SHEM 9 THROUGH I ) - SHEM I At 10,1 CEIIJNG A11,Hn MOUNTING , . SCALE 3A.I* BUILD-Oul MOUNTING 'Em'; WALL MOLDMING ZQIRECT E04NI W/SPALCIERS a Oft IQ . - SECT11111111 5 wAr 3/8. I* It"$"" A....... ........ ... I., .,.-. CE .,. FLORIDA BUILDING CODE (Non Wqh_VvI*c"y HUr cane Zone) E.D. - EDGE DISrANCIE (SEE SCHEDULE ON SHE17S 9 & 10) TOP 4 BOTTOM MOUNIINGS CAN BE I W"', - — � COMSINED IN ANY WAY TO SUIT ANY IT : *: i * *1 * : z . i -$% STATE OV_, ` -�_:;�, _ . .. , 1k.. CIS 9 .2m Tkaft AT, F1*. 24 GAGE GALVANIZED STEEL STM PANEL or� MY /un "! GLOM PROI PRMM, LLC. "'WID. ILIECOasse. L � TMJJA nxnw a, DORALOWN, amaw .m LA, 6 Sim" Q PAL DAME, in. 3A3t , "awrA 20-175 `Tll,'�,_,�:"__ I')/-- 42. PVTWL (WAA)MT.7"5, Va. twille-M, INSTALLATION. — U-430111"I ".. — I - I okwm VA - Z ffnt� "I - ; I - -I- fSES9 ___ I INSTALLATION DEJAILS FOR SERIES 2000-A l000 E-z HANG STOgM pANEL (I-) INTO EXISTING WOOD STRUCTURES - : - ;::t___7_1 I'll 1/4'. LAC SCAM 0 6' cc */ . � �. , I 1 1/2- - THRUDED -4EMEIRATION I . I I _" '-1 - F1 I,WII � SCAM 0 A- O.C. *� _. . � .1 , . I = a*.4, wow . - - - - �: -to "'S'Pic vqqx -%AM � - I , I � I MILVIED WIT; Sam 0 &* cc *I -1 . 4/2 � I.NJOUT PIMI'Mr.o. p :/**. , . - ;I I I I . ., � FLAT OR m nxx ,,`;, AP, INM� Flrwf""� .. I _;Q USW AUTO I&ADER - I I , I I I ) --- A2) c i S.M.$. . �, . - - ---I— Tv [Yri wow I " I - ;�, , , I 11 '�- , I 9 D, am or I . 7- 4 - � * - - . � . r " '. I 1@ �. 014.1, S.S. I , �.j 0 " , � "I I , - 1 7 �.* Us � , . . / 32 WARIC , , 41 - I I ) i , .� �'O. - .. ,��,� " - I — .. � * CA no or 0 I , A, Oc �' I 5 y . TC AIM a IT111411 . .1 ., . , _�% ! 1 I , , I z � 1. I 1 *4 LAO 1 I 1 4 C- 014.1"SUA I .. I I �, ; 1� saw" 0 51 cc. W/ T .1 I �,, � i - , - ! i I 1, , , � � - , , , � . TIA No OF 4) _ - , , ��4-20IA3/4' TRYSS I , "s. , TWAEAM PENETRATION , ;�., I . � 1 T I � f" - /24 A, r 1. " ,.,T" TAKX3 HEADER �* "liq 1A, . (ME U13"' , , , AIM IA .1 = V I `� I T I ". 7T,, t__"1`.-11._.1 , 01 EVERY IfAe . - - - - - _IWJj9_wT__ w i ) I I � I 159 Mra 1/;. a j , I. 'L, _X, , t I . I- 3/w - lop Rw 4 c- - Z 11 . I . IT I L _Mn �Ajllkov - - #'"' x S I I _(�) * � j — "..", of evuP, 4s) , ., , � I.- . I CIO) 0 FA ENO D, 0 I - �, i wow= I I " . - � �,� 9 7 Co. i i i I = I ,(;- %WILICA - - - 10 - I , - , j- ME OCTAL 112- d. � . .,, =;= --co I T man-U, ODO.) - - I 9 , - I ----.rji ,., i 1 ; i I Of If"P RE701AMED � � j Z,/"-. 7 . 2 $pr w. I - A. ! 5 w � - --I- - - SMI^Wm - I M v,av V - T A- '� .3 T - - - 1=1:� - y4-A, j.wj . I to CLASS gn.- .- � X, 0 : I - , Va . - M GLAFS s 194 _$/3y 1 1 � 12* o,c -_ I ,/a, w 17 L I I= ZAP v I I I '1--- I W, , I v. - To MASS ,/.,.-20. * hI I 2! ir . ll�i .... .. � I I - " M SMW V IT I - y . i 1= - V; - - 1:; g'Y"., 9 /I �i. iv&y-x*,., : p I ; RI MA" Ops", 011" 9 i I ! 4 I - i ! - 11. " 11 . . JI - f I I I d - I F, 1 1 9 f ji :, . . I . 1 11 I i - " . " I ,§ !� I I I I 0 sp ;- I I � - I I 1, ! J. ji 0 . - " , - , ` � I � fli ; �, "I I ..*- v It I . I __ ,= .;.U1. I �, I I I 1,1� a El 0 1 - " 1, I I !! �] 1 - I OUT I�l - __\ _: - - .. ,- -, E: __ , - _1 12 ,; '04 i 11 -, �U I I . �t4 J� TKATA.) i (21.3 , I I Pi , -.-I 1 . , -ANILAAM CLAIMS 0 6 --- - - 1L�T I I - r I - , �F,** , ;1 8 nnzosml/ r -, * s 92 .w ; , I.- . - - I . A,�.. � 1 ; I . IA saaw) . - � - PEATTRATI-0 12 � /2' a C I ,, I - �*'IF411T_ - . Iais:� F - , I I I . I ': , r. .. I j/. , � LAG SCRIVIN5. 0 6* 0 - tilg4l�OUMIEG nn L . � - . � , I' .)IL T I V11" Aw PEN _VP I � . . - �C�A;%IN I /2, AN, VARL 0 WOW I ; I PLAIT AT WINIM 2" Oft AAl IM 0A 1001 . I I * - -!n'; �M` !, !� I - , - � . ALM I- bam) . " N I ".m3p,pis W/ ?"R.Ilo�.sr ff�;Ot '. =11111.1111mllwi - I ul, 12 cc G � I ,, ", tZ -, 11 V, %In .- � ------- IC-- 1,,, -:/4'..04 WtVill 0 §^ 010 . - 1/1'. 14 Sc 6' a / " I I L 1/7 NAI, TWREADVID PfNFTRA %A v*,, (2 2 , , I ?" w I=:O PEN ='TU,..,. WA W \��i wwm 0 = OF "71 9Y.N11" IT ACQUIRED ALTERNATIVE 2*)N - WWI 5 r — Vol 2 .... R ow RAI OR LOOF to, INSTAILLAIM SCALE i/4-- I � PUJt PCOUPED ILAT IV _. - , -ft ALTERNATIVIL I 1 � -- s BUIL - NO SCALE 1/0*." I . . . - �.. INNUU11TRINP I - .- M UNTING I& At= :1 -, '. ALTERNATM I INSTALIATIONTS ARE ONLY VAUD FOR SUAi WYfKA:SD 01,VGIILOADS ,. _11� BWAUffIq -.!, _ - 'I.TAN"44% .._._ _. S"t 1/. IO 0. PANEL'S � - �� ,IIII .56 -75 3 .f AM UrwN UP TO 5- 10 E: L , ," N.Y. A . w = WOOD M ft To K SOUTHERN 'Aty, MWE al , - � :.Nlo� f. 1/4--l- 2 FOR MCA WOOD � ` , uca= will MW 4 ". I 4 N., 2. W1 or 0.56 OR fouh� 1, i 1 fl��-` N �� I 'A E se -.-. - 1. . FLORIDA BUILDING CODE (HIGh Velocity Nor cc" Zone)l WIL-10; ` i .z . z : No. 4 157 - "On ltrkm - 1p � . a GALVANIZED STEEL STORM PANEL j *; 20 GAGE *ELL X.11a=co % . I � W. I "' ME U-T-M - I - .C' I 1 ow .s3-`S-=_ ,-0 ', IIIAT 11 ,' _;*I . WARIP", -P, I U-C- ""A"IT, , �_ I I \ OLOML 'RMCTION PRODUCTS .'. , 0, --- ALTERkAnff TOP MMIEN xm_aav�� , , Of'o . z I L E C 0 ... LW-SUMM .. . t � .I A -, VAR, 1L. 61 sl.w - - , tA,11. ". "31. tBOTTON WOWINICS CAN Of LOMIXIM11 im ANY AWAMA-UrAIM 1bw ML� . ",;".�, 11 =1. %rr- - ==xr.". .." ONN. CONOMON & -, ".... - ANY 20-176 - (Aw.— - Ow -I - YM- "Alk FAA ")M� An, " I I I I MI SUFT A10 WISIAUAIOM� SCALE 1/4' . I' 1.79.14 -.1 — I - I DIMPAVII NA AM lNi TRAC.5 "M s-OV4 CO& C"Mr., I'llm A.- 11 UAI-SQNAIIAME/�'E wknw A UAA J,. P. , 1 01 fm - Flaso, J. 6 .147 , . - _q I � a W As . I — I uam(b As lop on so WMJMMZL ll OR �j * MAXIMUM PANEL LENGTH "L+" OR 'i (".) 0 MAXIMIUM A." commit a WOOD 004N PRESSURE PATIMS MISTALLAYMS t [P.0.) (A or -) ___ L* I, no Ill-W #a'-o* . - jsA W-0, IT a _ Jac III-81 - to'-P* 33.0 W-101 , to*-.O' .--.---.. ,.___!�i . ,..-,. --i;:;:- 01. 0--d- ;7- r ____ bijo -, 1 ____ j7-j; _ - ------ ---j-;�; _ 1 I . Isix _ 1_. 01-7* 8`41 - -..--.-.-- W__�_ - _Ii_.;�.. - - - _!!i�, � - - ..j . W-0 -;;.4. _____ FI-41 -i4.- � __!L0_____ 7&0 - - 750 ___ 1-1. ____.____ v-101 _ -_ -- s'-." @&�__ -,;;- _7- - .,Mo ___ ego.-- _2�7!i_ _!:_i� - - tL_�� .-.-- "%- L_�� ' . -1:11- -�'_��- ,_ " *1 ____V�a__ '050 __±Ln!:__. 0'-), - __�__,' 11. opoo - - _�_ L - --- ,$so ----- . - - .I.- - IS ___ . "i-i - _- . .- . Avj�:14&161111 - 1. . 1�%Ii; ];it IFILW f " '. �l: , I;-1-iw,:-."1:IlA-Ir_1M11Ai1,4 1% '. MAXIMUM PANEL LENGTH 'L+* OR *L-* (ft.) 0 mwmum Ask. DESIGN PRESSURE WM (P.- I.) I+ AT -) 1 CONICAM & *DOD INSTALLATIONS t L* -.-- - 1A — too W-4, - W-0, . - 7175w - — jag — ff,-#, __ - 47-r -.,- - J30 101-10, - - *'-§' __ wo--- , - - - P.-s- #--.-- -.11 - -410 jgj'___ .- _.Sjg_L___ - - _ , __ I -------- ��_' - __ - ___.!�!F0_ __ ?DO ,.-I. -"'----- I.-,. ----- _ __ *I- #:�� W-I, -- 1'-2- ------- - I.-,. L -.L;; - -.---L---'-- - r's. I - 2 ;,�'. . — 01-11, - 710 _p,-51_, Foi; - , r-8. _W0_- -;;:�; - 61-51 - aso __ $0.0 - .!::��_. 61-01 - _�L2K_ 81-1* ___ 11?___ " NX10 - J:r - 11-1. _4r__.;4; . .. 5,- 4F_ S*_71 , - i-_�;__ __T0_&0 50-0.0, L_"1f_#_f_ ____ - - . . _si -1 4-__4;_ -#.-,S- - . Frao __ ___ -_ MNA" SEPARATION TO CLAN SCHEDULE MURMUIV PANEL LENGTH Ww SPEED 4 770 Iv, 0A WOO SPUD . 170 01" 00 UWMM#MM I RESTRAINED UNRESTRAINED I RESMA010. 30 OR LESS I 1. I r 6, I 6 1/4- >33 TO 90 I- I I- 7 1/2- 7 1/2- ,90 TO 45 I-145 10 104 . 11 _+ I* - 1. I.-- ___ . 1 7 1/2, - - - 1 1/1. 7 1/2- .. ........ 11 AA- I 1.-% — A __. I—Li'limiUMI �"ftl9l4,C,. TOP BOTTOM DIRECT MOUNT .I'. "MR I .U. HLOZO I,exi't STUD ANOLE Ir TRACK - — 'F� -I=- —G � MICK C= - DIRECT MOUNT 4". 32. '. 3r . - w -,-,--- 50. "---- 1. - -7'---xT, --i-Ame 1 — Ts im Amail - ,.,- --,. - 32' '. .3, 39. - -,- 'W_ - _z7_ 1-. _ 'T' TRACK __'_W 55- _' 32' 42' 1 67- W __..___ _ - moc =--- -1, -,Iw 32- _3r 1 lo- 56- __ w I 1 50- 1 _��_ .12- 32* 1 30' w I St. __ I w Im +2/4 *1/4, 3/4. 4/5, 5/5 & 6/5 I WIG. 2W/6, 3W/7 III 4W/7 �, _ __ __AMCIIM (SEE SCHEDULE ON .1 - - __ - - � - - 3" MAX -! W '. =Z SHMS 9. 10 611) -_ I' MIN, 6 a M I L 0 6 —,-- � D.M..(�)- (�). (4. r- T , I I I- -1 - -1 - - - F I I -r- _f I -I . - - r -1 - -T - r'-I- -1 - T -I- - T 1 - - - 1 1 , __�) L L @. .r -1 - I - - I � @ 9) �11 I I i I i ; I i 1 . I 1 1 � I �11 , , .1,1 _. � I . 1. I 11 � � sf � 11 �_,Jl.ttl �,,)I� ] i '�_j " , . r 1 . . I I I - , - , - � I . I I 4: - __ �Fl I �. I - 1 - - �' �' I j '�� I ; I- .1 . I -, I 9 I � I I _ - _� � I j* 1 . I I I 1 ! - I I U14111017ED PANi I I 'L " BOILYED PAN" W1 1/40-200* : I (SEE SECTIONS . I IC.S. W.S, HOLT W/ tp 0 CAL OVERLAP APPLICABLE) I : I I I I (SEE SFCTIONS AS APPLICABLE) � I 1 1 ! 1 . . , � I i , , , , � ! I 1 1 , , � , I I I , ,� i � I 1 1 1 1 1 , - 1 , I I , I .11 I I I I I I .�, , ! I , , ; i 1 1 , ; I I I I I % I i 1 1 1 1 . L I � I . I 'I 1 1 i I I � . I I ; , _J_� - � . - I - - , , 1 - Ll " I I 'L i I . � _iwt C, a D.M..(�).(D. I i- 1. 41--i-cl L 11-0 I I., 110 If"I - - !--! ,.,w @E`@ 11 %am. 7 milm. ' .r MAX : L100, 2/4 Lo.,1/4. 3/4, 4/5, 5�5 i v; I, � W16. 2W/6, 3VI/7 & 40i �- I - -.-ANCHM SEE SCWMJUT ON SWElS 0. 10 *IT) 'L . � 11, - L (f) ELEVATION I 2.ur N.T.S. /4- MAY CAP a (M ., -1 Ital W-'Y) - L F I/4"iz___-_N;:p,7___j ::7—___";�:�_ \-/ ,-;-/ MAX. GAP , , , (ji KT.S. ,01 omm [1) L+. MQCAKW ALLOWMI PAND. LBOM FOR A GIVEN POCETTIC A -SA OfSellm LOADL i k" ALLOWW PANEL LENGTH FOR A GIVIEW NEGATIVE A&D. DESIGN LOAD (2) PROCOkM TO DETERMINE WMW PANEL. U11411111t CIVEN A POWfW kI.D. CEIM LOAD. WFERW#t MkVARN PAWL LENGTH 'L.* FROM SCHEDUJL Go" =FM PANEL tvxnw *L-v Few SCHEDULE. FINAL WNW ortrimaxi PANICL UMM "C"'I'm 'L+' Am 'L-'. (3) SEE SCHCDUIJE 111011, MR #IRA. PANEL LEMON TOM PORMl, GUMPICATOM — . NWAUAIMM INTO WOOD ABC LANITIM TO , ITS ,L.f MAY A.311. DRAM PRESSURE RATING ! ASM~ *, 10 4 It FOR NO. A40. DESIGN LOW 0 MAX. PM41 1.2100THS FOR .1 *: : I ... I I ' .44167 " 11 * - * - .�:_x TATE OF ___1Iz__ I . k� - �� 4�, / 'Rio', , _/ 1w . �� / / I .. 170- � -4 � ;; .",�7 - jooff%v�nw/wrt ow MMIL 9C 4 GAGE GALVANIZED STE PAREL 2 EL STORM F.P. ar� r ROTIECTIION PROD=. LLr- ("i P � S.w 5. irmw TIMAL IL 3331- PHONE, W)M-75W I- tWVTAm_M I ""... 20-175 � M. "M 5 w of wiftl aim liftleAwl wavia, loar , I I I . . I - INSTALLATION DETAILS FOR REGULAR PANEL (1) , , r, I - INIQ WOO STRUCTURES - - �, .1.1 I—. - - - -- W.. I __ - - L I I . . I :�1 I SEPARATION �I . I n'l I r � I WOW ANCHORS I --- . �Ii - - '= - i -rw SCHEDULE ON I , 1. I , . , � I I ft ,/.-.-2ftv- . I ,_ � I I I - i�! I (, . I : SHEET I 1) .� 1 03 YQ j ��,.. . - I ON SHEET 3) : . L V. -is ve � . . J" I � j , �. I . ' .I. , I I - - - , ,� L -_ -_ 1 LL - - -- - -_ ,A -- -- - ---.,. 4e.11- w4p. r-n � I ,,, � I I . r Al ; La-M OM . , I I . , !�� I . . Ir I � � 11 , 1 . .. I , ,, *L1 Ai - � 4) WOOD ANCHORS I I � , - NEAQW �,". . L , �tj . . I I - -_ i PANEL LCF*TM Exisll_� 3 wow , I : (sa SCKME I V: __ 1 I WWI I _ I RED I . , . " �� I ,� (SET. sc ON � I t- '11-- 1_ 1. _�,,, __ , - � .,.. � - - ON SHUT I I FOR " 1/4' Si i 1) , , . I SPACER , " Ljj�n_ - I Arm � �� o : _11 �, I ,� 4 M99* 0 '�L , Q I ER I OF -� P I �' L L" . .T I � I 'SPAC . I LING MAX. �. : � . . ; I , 2' 1 - I WOW HEADER . I . . r : ED I - I I " I r .. . Ii L . — / 11 mi". . i I REOUM . . 4 A � I I I - .---- I . 11 I .. �, L - , I I - � -------- r I : "I - -i .�I� , - Ail ! ! .01 Cc L I I ! I 4T., ?. 11.11F I 1. . . I . ' L- ' " " _ Li : I . � 0 1' VAX. LOT ' . ALUMW" SOACER16 0 12 1/2' U;ni� I :: .-I L. I . I I � ill 0 CL "SEE ..' Ca : ISTA. i -01 I I I "g; ON SHETT I 1.) I FOR UIATATKAS FOR � I �� I i� l I I /2- LONG SLErms, SEPARATION I 1" VAX I : I 11-1 10 I "" . "i GLASS, - I L LENCTITH � PANIC LENGTH I �_( SUE SCHEDULE : (SEE -1 I . : I I ON SHEET .1 . � ON SHEET 3) I I � . ! I'M 0 :�L , i PLUS (SCE SCHEDULE ON SHEET I 1) ,. I VA I ... . I , I I ii�.* I � : ==141 EXISTING I SEP=fION : '. EXISTING 1 __; To , : . .. - 'ZOESOUIRED [ __j 1 4 GLASS STE _ . PLAT; GLASS I I H = - �� cl) I I I I ON SHEET 3) ; DIRIECT MOUM WZ SPACER a I- - --- 1, * I ALTIER VE 2W I ,JL - L 4- 1 I _! I 1:5* SCALE 314.1 - 11 � 01 I 1 5ox � I L I 0 ?2 112- D.C. SEE TTT:wCiLC ON SHEET 11 FOR LAW PANEL LENGTHS & I I , i � - . I .0 OrSION LOADS FOR THIS INSTALLATION. I I OF *L , to , , �y I I I I L L MAX L 0 - ,,--I 7, . I , __ I . .. ��l L'. _; 3 4� f 0 12 112- 0 C & -1 I I i I . . - - � � 1, I , I .f I- -----,--.------ -------- ----. 4 - I., 1. : � I ; __.iBB,II0BiiIiii�B ; - WOOD ANCHORS **haL I , - 141- 1 I. . �i ED 11 I - I I .. � I STAGGERED W/ STUD I I t I ; 1. I � (SEE SCHEDULE ON plicre 2. w a I .1r Low r. L . :i _______i . - �L� SHEET I 1) (I) PWVLLXDM 15 UMMM V A ONE ffMft was= 111114 IT-01 I L � I wit mum FM =(Tr I 2*14' WOOD AW I � _q) *10= i - 1 I SURIM HEOP , i ' * 01, "MIT PLATE RLOUIJW6 ;: i ":11= rM ANC"MS", ; , � L I, I* bell. SDWVAM To ova ' I ' I 1, , . CK) =4" I . r , STAGGERED W/ 0 ON SHEET I WAY All ROOM MOGA!�' . I !�� � - ; , 0 =$ "Ge'" ,C) ON I 10 ,/:�,11 I 0 REQUIRED L 1 .. � : , � (SEE SCHEDULE ON r AM Z.:WAMO CONDTO, � I I "MIMM ! m�)m 4OW4CM" xl;irg. I ', OWN 12 1/2� " SPACANG � , : smell I 1) . L Oft 2 A , I I sww 4 L I , � (1) MAXIMUM AN DOM PFAMOLM I I I I I i a Ask -0 p-1. (3) MAL P SM ANa LDWTH 8 UNITED 10 ft' 14 ANY OPENING I � : _� � �_J_ I I w WXWA gm PANEL umm 6 I SHM 1i). .-- MOUNT I WALL MOUNT , =-tem"Re"m PON I"" "A" 1 n. 1 i I WALL MOi AL:rEwRGNAT61V!E!!2r,W,v (4) I I1r I= SANTOR =WOW NA SMILL ME 4 ""I'D 0. I I ow 3. 04VAL"m MIT aw , (3) =P%L:COTWAUATIOMM&&&Y I 11 Z UM 0112, ". . gic, FT o� I SCALE 3/8-1 i . M we .01. 3 Me wmu ALTJERNATtVE IN I E-,m R.Ow .0 THE Mo 00, =Mo or "a now. i I SEAT 3/8-1- (AT ;Z%L,TT ." ONLY MR 9141, 1 stable am I � ,,,,_a. * 3 In AM I I 1 1 ! i._.__.._____. . _1 _J A. . . A, --I---,— 11 _._______. I A., ....... - F � , ... \yr, ' FLORI WILDING CODE (Wort High Velocity HOT cone Zons)l ONLY VALID FOR NTAX. A.S.OL I ' . 1 INSTALLATION ARE . CAM WOML MR. F.P. : No. 44167 -. I 24UM GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTIHS , INVAN W. i .. * TOP A, 90770 MOUNTINGS CAN BE AS PER SCHEDULES ON SHEETr 3 (EXCEPT FOR . - - /2126 COMBINED IN %W� WAY TO SUIT ANN ALTERNATE 2W') W"... STATTO - zk�_, 111MIECO.. GLOUL PROTECT*N Pwxlm. U.C� 0'"Wt. INSTALLATION. 0 Z. .L 51 s"WAT . - Rig.... . 1 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD . .... — taTTAPP, . ..... 11501LIM —Ji-s.- "Ll' awi W M. I ,NAT . - 16-7.r.- F-mr- I.M. M.)M-7�, 1^ (M.)M-"P 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFTC =, . -_ — I 6W!!V! ow� I Di OF 0.55 OR EOUAIE. . ____ - IT r'-�l,e -1. r -I-- F09 I a !AAA Am VALT" A� T%11.1� Px N I am" 0 wit I . , 44161 1 1 1 909MIUMME, - - I STORM PANEL SHOWN ON THIS A.Ik�� DMOCUMENr CP LD.) HAS KE14 VERIFIED FOR CONAPLAWC W ACCORDANCE WITH THE 2020 (Ith ITITION) Of tHl FLORIDA BLIUMC CODE THIS STORM PAIALU SMALL NOT LAC INSTALLED AT HIGH VELOCITY HURRICANE ZONES (ATIMM-OADE / 11ROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECT`1014 TWO Or Til ABOVE MENTIONED CODE FOF A BASK: WINO SPFEO AS REQUIRED BY T14E JURTSONCtION WHERE STORM PANEL WILL BE INSTALLET). AM FOR A D1RCCTIOkAArrY FACTOR KD-085, USING ASCE F-16 MO SHALL NO EXCEED THE MAJOMUM (ASO) DESIGN PRESSLRE RATINCS INDICATED ON SHEETS 3, * THRU 1 2 0 17, 10, IN ORDER IG VERHRY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS WERNINED PER ASCE Y- 16 SHALL RE FIRST PCOUCED TO ALSO DESIGN PRESSURE RAYING BY Will IIPLYING THEM BY OA IN ORDER TO COMPARE THESE W� MAX (A.S 0 3 DESION PRESSURE RAT"OS INDICATED ON SKITS 3, 9 VHRU 12 At 17. 18 IN QRXIt TO VERIFY THAT ANICNORS ON THIS P.EO AS TESTED IVEERIE NOT OVER STRESSED, A 3A INCREASE N ALIIWIML� STRESS FOR WIND LOADS MAS Mn USED ON THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS REEN DETERMINED *1 ACCORDANCE WITH N.OS. 2015 Slnw PANEL .S ADEEILACY FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIED .4 ACCORDANCE WITH sEcipDN i6oll.i.;T or THE ADM MENTIONED CODE AS PEA AMERTCAN TILSI L48 OF SOUTH FLORIDA REPORTS J001401-01 MO #02t1i As PER SSTO Q-1119 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAO SOUTH FLORIDA REPORT 011T301-10 AS PER TAS-201 MO YAS-203 PROTOCOLS. AND AS PER CQCUjA1KVi PERFORMED IN ACCOROAkCF W/ SECTION ISOII Of THE fIORIOA BUILDING CODE. Z All ALUMINUM EXTRUSIONS 10 HE 500-18 ALLOY AND 10APER (UNLESS OTHERWISE NO") WE SHEET 2 3 Ail ALUMINUM SHEET METAL USED AT CLUSURFS SHALL RAVE 3105-1114 ALLOY 4 ALL STEEL WEI METAL PANELS INWI KAA STRUCTURAL QUALITY Ma. ASTM A-653 GRACE 60 &ANIMUM. G-60 GALVAM:TEj SIM DIEVOWIMN W/FY- 922 " (AFTER ROLLED) 5 AT-' SCREWS TO RE: STAINLESS STIEEI 304 OR 316 INS, SERIES OR CORROSION $RESISTANT COATED CARBON SFEEL AS PEA DIN SCOIS */ 50 kal YIELD 53RINGTH AND " AM TENSILE STRENGTH AND SHALL COMPLY A/ FLORIDA BUILDING CODE SECTION 2.11 S.S.4 a DOLTS To K ASN A-307 GALYANKZED STIEL OR AM SO4 SERIES S7,ArA4S5 STEEI. WIT 35 Im MINIMUM YIELD STREN101114 7 ANCHORS 10 WALL %i BE AS FOLIOWS (A) M_rA5Dt&_?QUfTED_92dMM - 1/4'0 TWON ANCHORS AS M~AC7vRLID By 11,W. OL11i INC fMiY, P-3102 P.-O " - - :/4..#...,7/ -IN ANCHORS, AS MANUFACTURED BY OEWALI INC /4!' CALX /4 SOLID -SET ANCHORS. AS OMYROUTED BY ALI POINT qCPFW, DOLT A, SPECVArF CO (M,� f'..3(= P.... I , 01-10 PAWUUTr FIUME 10 & PAN111"TE PLUS ANCHORS. AS MANUFACTURED BY EiCO CUAMTRUCIION PRODUCTS. - ,/A "O IAMAC MAILMN ANCHOIRS. AS MANUFACTURED BY OrWAL1. INC A 1) MINIMUM EMBEDMENT OF TAKON ANCHORS WTO POURED CONCRETE SHALL at 1 3/4% 2' FOR [L�O PANEUAi AND 1 3/4- FOR ZAMAC NANUh ANCHORS &2) CAU`--N & SOUD-SE1 ANCHORS SHALL RE IMMIX)(1) 7la- INTO THE PDURW CONCRETE 40 EMBEDMENT INTO STUCCO SHALL STE PERMITTED 1/4- #- 20 SCREWS USED SHALL K t 1/2" LONG MINIWUM SHOULD SToCCO MI. AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND WAY BE 14EWED SCREWS OR ALL THAWED SCREWS W/O HEAD, BUT WIN VATIC Min A3) IN CASE IK4t PREGOIST STOW. F*FCAST C014CRM PANELS, PAVERS. STUCCO OR WOOD EIMMOS K FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALI_ OF iONG EMUGIO TO REACH THE MAIN STRUCTOR! 1WHIND SUCH PANELS ANCHORAGE SHAA. BE AS MENTIONE D ft A. t) AND IN A.2). (a) to.. LQ11K f.QKKM ADOT__ftA. AF"-_92, - 1/4: : ?APC04 ANCHORS AS MANUFAVUKO BY I I W FIVILDEX. Iffic. - 1 /4 . 7/8' CALX-dl ANCHORS. AS MANUFACTURED ED DETAN.T. INC - ;/4'0 X 3/4' SOLID -SIT ANCHORS, AS OWASUM BY ALL POINT SCREW. 000 & SPECIALTY CO . I .-TO PANCILMATE FEMALE 11) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED IF, CLOD CONSTRUCTION toll . n - 1/4 0 ZAMAC W&IN ANCHORS, AS MANKFACTURED BY DIWALI. INC t1k A. . . t� . � ... . . 91) MINIWAI flAIRUMENY OF TAPCON A4C*OM MO PM4I!!UAA,TCS AND ZIALAT: NWIN ANCHOR. IWO INC ' N,�CFI S= UNIT SHALL BE I 1/4* .1 . - 9.2) CALK IN & SOLID-90 ANCHORS SHALL BE EMBEDDED 7/0* INTO THE CONCRETE STOCK VN17� No : W, '44 SILIC(T. SHALA SE PERMITTED 1/4 ' 0-21) SCREWS USED 50ALL ME 1 1/2- LONG MINIMUM SHOULD EXIST. * AND I* MINIMUM Mo WALLS MYTH No stucco '**'.. STATE . I( . . . ,�O 83) IN C.% THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE " ' A� ,q CXISTM WALL ANICNORS $KILL Of LONG ENOUGH TO REACH THE MAIN STRUCIURE K14NO SAJC��090 . . .6 ORI IS �ii /.� AK�� SHALL BE AS MENT04ED IN e. 1) AND IN 6 2) li � , (C) ED 1XaLbA_W=_jM_3%ar_WM9M-1 � JLU �kkfi.; - I 1CO TAPACON ANCHORS, AS I~ACIURED BY I I W OUILOES. AC - #14- TO PANCIALATE FIDAMILE To 064D PANELMM PLUS ANC40ft AS MANUFACtURED BY ELCO CONSTRUCTAGN PRODUCTS _ 0 LAC 1/4 , SCK%S PER N O.S, - 7/14'0 , 5/3' WOW BUSIONO. AS DISTRIRLTED BY ALI POW ScRIEW DOLT At SPCCIMTY CO C 1) MINIMUM rHREADEO PENICTRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I i/2* AND Z* FOR 11CO PANILMILTE PLUS AINO PAMELMAILE 014" ID C 2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIFIr SHALL BE I 1/1' NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREAM PENETRATION C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INOICATED IN THIS DRAWING CA) ANNINUM PENETRATION OF WOCC EALISHINC SHALL OF 5/6' 1/4' �20 SCRWS USED SHALL W 1 1/2' UDNC MMMUM SHOULD STUCCO, EXIST, AND I" M"WJM FOR WALLS "M NO Sfucw CS) IN CASE THAI PRECAST SIONE. 00 PItEICAST C40NCRM PANELS, S%CCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL WE LONG ENOUG14 TO REACH FINE MAIN Sy"TURE FINNO SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) k C.4) (Wj ANCHORS SHALJ� K INWAi FOLLOWING ALL OF THE AIKOMMEMMIONS AND SPECOKATIONS 00 THE ANCHOR'S MANLICACTORtf? 8 PANELS MAY ALSO BE INSTAILLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTiON I THROUGH 6 (WIFS 4 THROUGH 5) EXCEPT NAT HEADERS () At Q0 SHALL N01 BE USED. 9 ,I SHALL Or THE KSP04SMKM Or THE COWRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WERE SHUTTER IS TO BE :TZTHO TO INSURE PROPER ANCHORAGE, NIS SHUTTER SHALL ONLY K ATTACHED TO CONCOM BLOCK OR wow FRAME "Ics. 10 EACH REGULAR SIORM PANEL WIN LENGTHS OVER 90'. AS PER SECTIONS 1, P 4. 5, 6 AND ALTEANATWS Ill, 31A & *w ON SHEETS 4. 5, 6 6 7 RESPECTIVELY; SHALL HAVE A LEOME AND RE60LY YtSOLE MAIi INSTRUCTM OWNER OR TTINANT TO SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING POODDS OF HURRICANE WARNING 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPOWN1 EDGES 044CH REMAIN IN CONTINUOUS CONTACT WIN THE Ski tO PREVENT WIND/NMN INTRUSION 12 STORM PAM INSTALLATION SHALL CUMUILY "IN SPECS MOICA ED IN THIS DRAINING PLUS ANY BUILDING AND IONW4 RECULATH)i PROVIDE ION WHERE PERMIT 11 APPLIED TO, 13 (a) ?)ITS PRODUCT CVAUUAITON DOCUMENT (P.C.D.) PREPARED W IRS MWElt IS GENERIC AND DOES, NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRO=. . * WHERE THE SiTt CONOMONS DEVIATE FROM THE PC 0 (b) CONTRACTOR 10 Of RCSPLWSIW, FOR THE SELECTION. PURCHASE AM INSTALLAtION INICLUDANG LIFE SAFFTY Of NIS PRODUCT N^SkvU ON YIPS PE.D PROVIDED W/SW DOES NOT OFVU11 TROIA THE CONDIIIONS DETAILED ON VHTS DOCUMENT COMMUCTION SAFETY AT SITE IS THE CONTRACTIONT'S RESPONSIBILITY (c) INS PRODUCT EVALUATION DOCUMENT VAU. K CONSIDERED MIMAJO IF Moi (d) VIE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARCHITECT WIX4 W&I. BECOME THE ENGINEER OF RECORD (C OR) FOR THE PROJfCl AND WHO 11ALL BE RESPONSIBLE FOR THI vROPER USE Of THE P E.0 Eh(;WEFP OF RECORD, ACTING AS A DELECAFTE, ENOINCITIA! TO FIAT P.J.D ENGINEER SHAT! SUBMIT 10 INS LATTER INIE SITE SPFCIFAC CRAWINGS FOR QMW (t) THIS PE-0. SHALL IRAN THE LATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL ENGINEER OF RECORD INKI PREPARED IT III SHUTTER &MMUFACTIJITTER'S LAM 94ALL BE LOCATEC ON A READILY VISIBLE LOCATION AT SIORIM PAMEL SHUTTER N ACCORDANCE %M SECTION 1709 2 2 OF FXOITOA SUIUDWG COIX ONE LAM SK41U BE PLACED FOR EVERY OPENING LABELING 70 COMPLY WITH SECTION 1709 SO OF THE FLORIDA BUILDING CODE 't *`W* "w"'"' 1 24 GAGE GALVAWED STEEL STON PANEL 11 -----_ TRAMP r _�,�__, Low PMMCTM PRODUCTS. ". " TI-L rIE C —0. .:� - %4-- ,nTw & Aw AM 11 I"w " Am.. - _AMPA MAME4 11 =I. PAN"!, . — MI am,qwms_�,_ UsiUmT4,07 2O-f75 — __ __ ..r 11 — .- �� - INSTALLATION INTO POURED W== Xol� DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK .. -9,25FING Room CONCf4rlE CONCRETE BLOCK SIRUCTURES - t,, :, REOU41D , :., RECIRRED. 5M "" I """' ,.�%: .� COMC" ANCHORS "I -- , � , , , CONCRETE ANCHORS , , , � `v` ` , , , ` , , � , ,% I (STE: SCHEDULE ON , - , ' SHEET$ 9 TWRWWUGWH 10) � " ij2) _� (SEE , , SCHEDULE ON �_ � - I.: I , , , , " , " , SHEETS 9 THROUGH 10) , ,* � C2) � I 7 - - "' f)DSTNO POURED CONCRETE OR , 1. ... f i___1 , . __ I - A t--- - ` " , CONCRETE kocy RIDOUIRIOD ! 1 5 1/2' 1/4, I 1 1/2, 11/4* 11 :� I -� "I - I .03 � .W.z, ,--.,� ,'I I I P-1 . .- � I I .:��,, � 1-11 I __1 * ! ��, I - I - I. �� I I CONCRETE ANCHORS �, :, .1 � __ - I � I ..' , I I- ol I , I � I i (SIEE SCHEDULE 014 L I I- v � , 11.1 ; E. ", - 1, I I I -11 :.,'.1 � I-` I I . ��, I I ; � SHEETS 9 THROUck 16) ". I ,, [of � I I I 'I " <. - .",,-, �,i:, � , � , �,' _', .1 , �� ... ,;�,,�,��, ....... � " I` ` . - [_,�_ ! . . . . . . . . . . . . . . 1 - q) . I -1 , "..., -,�. ��:�� , I C111 �D ; i 0 I . � I � I - - - . c - � Z� _,A_ - VA,, . 1. _�_� V T F I I. � - 11 a - -,4.--- I- -1- I - ** _F._� � f �, I L:1). ��,�,_`- '; I : � � I SEPARATION I- __ M GLASS. �. I 1, , I Tom ill* wa '1-_ 0 SEPARATION I 'a AND, . To CLAM I . (UK too" *a 74n -;,�,,� 11 i I ! Out. OW Y.-n ,L* Mo.. 1 (SEE I - ON SHEET 3) 1 PAMUL LENGTH � 4 014 W1171 ) I I : i I : (SEE SCHEDULE I ON SHM 3) � I - ; a .,. Mi IW� SEPARATION PAPTF %EACrN -4 To GLASS (51 ,cNEMC It' Ai I P#JC LENGTH . I CONCRM ANCHORS I (SEE scHEDLAX ON 1A` I � : IT t (SEE SCHEDULC 0 It I I ON 30*f,3� ON WET 3) 4 (SEE SCHEDULE I _ ON SHEET 3) SHEETS 9 THROWN 'flit . --Cl) i 50%. IL I : IS i i�D ZAUW4 _ IT - - _ _ -- - ; I .. I . 1 � .;. .., 11�� or , i =4 i . ; .F"�,'�, "".� , 111 , - � , , I -I., 0- �, ; ' . box OF *L I ; Cl) to " I I Q6:1�,..- i WAIT, . . . . . . � I : , �rr : ; I 11 I .. . � �� * &C. I I '. 11 " c e' "r:�', ,I , �,�, "I 1.� ! ,. ;; . C&I. I .�. I., I ED. "' ' I i ""I".. , : ; � I , r .D. ,.',,` %. i ' �' v�� 1/2- 4 .1� , _j . I I I " r. � , ; ,� EXISTING; AOuWp . ,/. I ,'..�:l� �.,, " - :_ , ,-, - I `� '" , � . .� I I 6101/2 . OC, � 1, APFAUCA" � I 11 I I I I I - I I 21", � @ - A WIN HIM, - W*I= ID, sam* on CONCRETE 00 ", . ,� COMM( BLOC t 1* I 11 I REQUIRED. , I I .� '' CONCRETE ANCHORS � , , I ; - *1 . . . . . �,� ') (SEE SCHEDULE ON . " 1� .---I-- _ I -1 - � -Ii", `rtl , W."il/b; S& M.S. w Uff Q P`C '-'- I r . J � I . � - I " " WETS 9 711MOVICH 101 � .I.,.. r , I., - I- - - ';� J,� I., ONLY WHEN sow ','� .. VA , , LEG LOCATION I " / . �, (�) -_ AIM SED * WHEN EXISTING POURED CONCRETE Olt OWAVE BLOCK ALTERMANTE CONCR ... � K CMIED ITE _9VCONC2rTOC CONCRETE ANCHORS 11NE"' A%* A14 LZAT AEOU`WD- ANCHORS STAOMM W/ STUD (SEE SCHEDULE ON SHEETS 9 3HROUCH 10) (SEE scmCGULF ON SHEM 0 THROUGH 10) BUI,AaSECETFDINNI�im SCALE 3/8-1. WAhMNG SCALE 3/0-1, WALL MOUh'jjfj,,6,!ff IMOUNT L SCALE 318-1 - %0- a A. .....'... /.A . .... ... EN ..' - FLORIDA BUILDING CODE (Non High Velocity Mo one Zov*)I E.O. - EDGE DISTANCE (SEE SCHEDULE ON NOTE FOR COMBB&DON-OF : TOP A BOTTOM WOUNIINGS CAN BE : . .am lxncm At jr : 0 44167 '. 1 24 CAM GALVANIZED STEEL STORM PANEL 2 . * I - z _. III!, )� cz� I U.C. 1 '-.... STATE I .� GLOOAL PROTECTION PRODUM ___ -:!- � �Tlu_ � "ORIDs', 4,10; �2 ----- ,- _N__ � S. s INVEY IX. tf.zo F.A. OWN NY "/"/no WE SHEETS 9 ITT 10) COMBINED IN ANY WAY TO SUIT ANY . " �.. "!"I"'A"' V AMA.. UP. . ft ��.m a.. - AP. =.. "Ow. GMAC FL "MAPRI-s's. FAM, (98-)M� 20 -175 INSTALLATION. , .'.*:,� � / - - P --itf- _- , � AW � - OWMANI) - - I - - -_ - "F-i-4- w1;IW""`eeAAY`RT ..", MAL I. . I a i k 7-11, i z 11 iw.i ! I 1". I i I � . or Is I — , I INSTALLATION DETAILS FOR REGULAR PANEL In INTO WOOD . -.,-.. 1. , .: - ; I . I I ALTERNATE LEG - - ... 4-.8- (Uh.) . , I . I - . - � - � LOUTIC101 - - ` KAM RE"r1==_ - 1: .1 � 11 , AMQUACY OF EXwnNG wow . . '. . . - I I , I KAM M K CERTIFIED BY ,to - _' to " - , . - I , � i� I� REGISTERED EWGWUR OR � I - I',- . 10 I , IMIC"'FECT "DON To S`TVM , 'I. . - 0 "I �li, r' INSTALLATION, - . , I , ERNATIE WOOD ANCHOR . __� i . I , OD ANCHORS Ai ,I I -- I -- I' hfl.� - I _ - " - - I I I ,�, I � I , .r (SEE SCHEDULE ON (SEE SCHEDULE ON I , 1 - to - ED-- � i��iF cz.-. I ,. i ,. , SHEET I I) SHEET I I) " t: -x �.'= t - �1, ,., . -i " Aix A/ MAX a IT Ilr 0. . I . 1fl'�!.. I v, . P� - -w . �it T, I I = I MAX. wow HEAi - _� �. . - . -_ -- - __ - -1 I 1 -`X20e �_ � I I (A) , I FICOUIRED 1: =�M t�' = K 0 , Mir :�', , =S*I-q : ,. I ,cc i �_ I [ *000 ANC40AS �. , , I I, : 11 -- - 2 I I I (Sa sewAu ow- , f I li I I Mi.... 01. I , ... , L : c!) � SHM 11) - � , a : -0 � LEPARATION TO , 11, I � . , , -1 GLASS(SfF . : F - I � " f, A -VI , , ILL - - PANEL LENGTH I - ,,,, .: . . -_ I s=al-4.1 -L' 1W I - � , III, .1 % . - I CLAW FDA ma (SEE SC44EDLU 0, r I I I PANEL LENGTH a I tsm SCHEDULE I 1. i ulaw" Do r-n ON SHEET 3) � I =- 11 1: -VA --- ON 90T 3) .� !. � I _... - � ,.-. . , ,,, �� � j! _ I i -.01 ;----* i !t_ 11 i 50% I I - - or ,L* I 01 MAX I . � OF , � i 1 04- 0 - ! .� 7 n--_ � *_ i 1 . _ - - � 11. � I 0 12 1/2- O,C. I - I .. - ;=:f , I r . I �, ,� ._� i : , ii �jl?- " NO F001.41, I I- .� - _W=�-ve - . ALLOWED 4 *cc - I I Eb , - I I - i i - �L I , t I ,-� - � , 1 _" �� I , (9) I . -1 �. - - � � , : I ! .-- -1-1 __ _. - . - - if,xe, WOOD 2�x,I' WOOD PLATE . 1 ...4 - _: 7� DECK ACQUIRED I - I I :; WOOD ANCHORS - - - REOLIMED WOOD AACHDRIS '�- _ I - '' : , ISEE SCHEDULE ON I � ,; 4 04 (SEE SCHEDULE 3/4' SHEET 11) .. 11 .. �� , : .._ - - __ , �. __ - � ...... � _ , SHEET I 1) I 1 1 — I , - - 21 win - - - I . . . r . - - - - . CIERAG 4M FLOOR MOUNMNQ BUILDS Mnma ALTERNATIVE SW ALTERNIATIVE 4W SCALE 3/5-1* ,;m"ll SCALE 3/0- 1. "I' . . , 0 '�C . Ei�-" .-.. .,. -�, " :.1 %. NOTE FOR =WhhDML_QL.7.1.I=: - : NO. 44167 1. * : . FLORIDA BUILDING CODE (Non High Veloc"fty Hur 0OnS ZOne)I I INSTALLATION ARE ONLY VAUD FOR MAX ks 0 I ; TV * j am lk=*, M I.P. .! TOP & BOTTOM MOUNTINGS, CAN BE DESIGN PRESSURE RATING (pJLf) AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL I 1% STATE OF - 4' GAMAN ff COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � Ak ML�._, alm/saim INSTAILL01ON 2 FOR NEW WOOD FRAME CONSTRUC71ON: WOOD _nf ", % 04"i "IORO��_�_-- --- j� IL E =CO,,e PROD= Lw. I MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC - GLOM PROTECTION am \r, IL &A. 51 S"W . �S.,A% 0.55 OR EOLLAL ANY MWIT DENSITY OF , I ;14A,r� MATILA _ MIXAMWAVAPAW-i" DANIEL FT. J133,- 20-i75 I . � - = W-- �, DOM - "ac. o@A)mi*7AA& I- fwllom� PC alm,1004"UrsAwl. �ow's — I - i . IWAAAAW NA, - WALTER A ?"ff ... PL - Fir YL~ , 1 .9 ! I M am � & to . ..it ",a, i'! . i . - - I I 6 3: = M � -0 .. IS, #A -0 w V:x 2 W. 2 w C '� E Co Cc T 3 to 43 �_! . -1. 1r. 0, .6-0 a) a) .(-- cn -Fu -0 > 25 2 a) Q_ a) 0- C CIO .— -&-a M 0 a = a) -0 a 2 0 C�_ a a � CU 0 An -0 Cn (D . Cn _c CU iAi— -0 Z, - 14 = M cc 'a ,-, a; Go , = = = E: .4% W cc a) .0 w m = = 29 :I- .& -0 e C, w , 0 � CD _= &-f a 0 _0 0 -11-0 ICU 0 vP2 a 0 ;I%j E IIVVV 110- = .— _11-0 0 =3 1!0 0 L_ QVM Cn CIO '"D .0 0 LML 4- 0 LF, ,A_t� Hic vM 4 z It mi (j) " a) (D C: M 0 L. " :3 LLJ M < z z < _j CL R� A, -0 QD 3: ICU ;20 2 Q. 0_ 20 XAIIMAAAP a) a) = U) CU > 0 0_ 0_ < -&-a 0 =3 _0 0 I.M.P. 0- a) Ito ICU M SHEET NO. SH 13 END CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. ONCRETE BLOCK O RES& VALIQ FOR REGULAR, LIFE YSTEMS �_'1111 - - -.-.. I I ��'L,�, 1� I . � _� - , . A -G) ID 10 OR � mmil?"."wTu". 2'. 3'..013, 3105 "-I.or� �, 1'� , � I I " V I r.41 *M ?*" .- I 40L,-,, N,G, cow' AUAk - ��', � . . " 11.� !r Was, w & (19 r4K4k^VM mw will I , IZI' , 1". " I , -C-, , - , � ! , (.1" A,- I , � "I, C1,1 7- - TAPOON 0 ,a 0 .� I. " I =.00.17r :M,MIE st" . ' ?Ito" - I' 11. , 1 So paumm cow 1/4*0 . '111com - I . S 'lfj�" 2 1/2- `�� 4 - I # 11 WAXOM Cow; C W-W ir �f� ,-, 111, -1. � - 1 - L_--(t,'OR(3 � i, " 1 ;4 , , r.Ar* ;.,�-- �� ,-.� �. ,�. - NIII .", - , IL �� � �11 �, ��'Fkl.�,,� i . lr,,� .�,�k_',,, 1� � 7 I 11 " wj , , , , 11 - 11 I 7 ___", �11 ,!��,'.,,'. A, & Z,�=��L.'�L` '. I "I, - 'I) x . , I 3/4' 1 * ""7 " , �7 - I 14TORMTE " I LES LDCA"* "I"", - "I I . � I �� 1 2' : 1; ; Z: Zd. .. /' I IS ill oc� L�', WM - . ", 2, 1 2 r1f; ". " I I , 1� I 117� I. CI .1. a At , I - I I w I I "'o. Im- 31 His. = Polls" LVMCWE. CONCHM . 31 "Ir ;? , , 11 I _="IFT, - wrift. Am. ow 1, BLOM 011, 21W WOOD FRAME 2. x .* x �r* : r,.; REGUITT, I. 3 1. I . 2 -TO ALOW _: 2' - - - W63 , I 1 1/4 L 1�' X�� tow, 411M. ARM ,-, "I'm _____I!!�.___.j M. GAP �.. 111 �,, a - ,". . BOLT 4 ,;O; 414.0721 - 0 12* or, ." I OR NO to kka, IV", KNUT 2 2. At- M401.1 CASE A (E" ME 0 (PLAN) CASE C (PLAN) CA - - SCALE 1/4 -1 SC" 1/4--l' SCALE 1/4--l- SCALE 1/4--l- ,�,; P' ' SOLID ' LL -513 OR CALK-0 I OPAINDAAW 4,', ,(� 19 J9 OR ='4=' ,W At ��W ,� I -- I - -- -C .�� ft ,. PANEL , , ... 0, �wo. -AMI MATE ' '"%=%'%bR SCHIPLAX, =90m 9 " . I am 21.41 wow � (MwI.5x , , , =m � � VMWES 1 -� , FRAME accuom AS APPLKA&t 10 a I') , I ,xk;�VKl11Mm[ -0 . OVERLAP WOOD - . r Mw (1) & 0 .1 I 11,�,L"_�, 1�� .,�. 7'. � ,a,�; M�,�.. OPCIAND SMITH) __ . ,"or " , �, , ��' IL" 01'.��, , , ""AL I I : (D NW 714= �" I _�*Ll I '.. I � 1 14 P . I " �', ,��,m, � ,.'.., .�.�,'�,4'1 1 'I', . ,� , , ,", , : , , I I LL , 1%. - "�,' .1 ,":n,,,,��,L, ,�_,.'�,,�', ,, , I I '----a -a O'(& --,,,� � j,, "..", ;6= FRONT A I VARMS I mm PARAU.111 10 Nl,�Ci ) / 61 ill. I OWL (WWR CUT Do "AM) ! X - BD DISTANCE 7-1 ----- 7. 11-1r) : I III,; �. , i I I 1, 11 1;, j - 61-4, ,"---,\ ly.1.`l,, - SOUS 71, \, (Y ��. K! � SCALE 1/4--i- , / " -\\--- /_ .:. w NO.. �p� 7�\ .. .. VALID FOR DIRECT MOUNT INSTALLATION ONLY & , . � ___/ . ; � ,�,epslll'F . . .. ,,ywlsi .... �, * .. , CERTIFIED PANEL INSTALLATION At WAUS W1 . . I SURPACE LrWrL VARIATIONS WITHIN 3/4- No. 44167 , I � I TIT. . I � * .* or I FLORIDA BUILDING CODE (Mon Mg1% WICONY mHur cane Zonw) . I., CASE E (PLAN) CASE F (P I. # .2m T10100. So. * 24 GAGE GALVANIZED STEEL STORM PANEL FIX ., Is, . -� z - �11, 0 . - A ,-_e ow" w SCALE 1/4,-I* SCALE 1/0--l' .... Alg� . -.1., - w, r � a?,"/"" %�Ipyl , * 'N A, IF 9&___� Z 71-MEN-7c. GLOBAL MTECTW PRODUM LW. WE- 411-11r.", ,41. ,it . I=&* 5 Now , 1110-W a L..Ijk* WN,f NO = WAL FIL 33314J., 1� Y` _.�, J�;j. ... 20-175 , ,_S � ._ CW)me-?SIA m: Ism-sm allwas, ft ,I Stx,tmoosLoEA2m 31��F M. i is i n oftm A Islary .h. 01. amm a m 10 . FT`9 - . (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES iw rHRU 4W. ON SHEETS 6 & 7) MO. ALS 0, MAKIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 As 7 , APPUC ,�`B`E . Amsomum DES" PRESSURE FWTIW knomm AINNN I'=, V TAPCON LAG SCREW PAINEUMATE I PAINEt"TE ill= BUSHING (P .0-1.) FEMME AD PLUS OF THU _CW) (R,) - ly 13* 13* I ill __13tw___. __41�1___ 1: Is-, - ---73:- -L---"" `ia- "' (sotm) 2�_-_______! a 1/2, ___ a 1/2- 6 Ila* ------ a I/r 6 2w (TV) � -, - - ____ __ - ___ .. _ a 1!T I 2 1/2" - 4 T/i� 1Fw.(!n-1 540, - - . ....- r I - ' 6* - � ---- I - I.. * - .. - _ . ... - - - YR (TOP) I= � 1. �* jr - L -K - a. r------- _ s!_ __...._,_...____!�r ___��-- 13* - -------- Ir, " -Is,- _ - -.,-- �, Ir + ._ _ ____ -, Is-- w (W) I ,%-45 &--------- - , ! 3+' , - ___13� __ ___1130_ - �*_*i* LESS is, i s; I W , g 1/2 - __ ____ - - _ IF '� "W" 1?1 -----, __ � 13, 13, __ _!3' ___ - 13- - __ 76� Is' I. (WMMI 'i � ---- '12-___'__i" _Vj�_'__ _V ' ji� ___._1_______._____ __ 6 1/2- 6 I/r - -, (top) ITO I-) .-I � _1111-142* .__.._._.__6 - - __ _�_'_ __ 'i lj4 - 12 1/2' - 6 1/4, - - - - _- (Will -) - I; �W-o TO ---. - I !.!,!�_ ,!� . ._.____. 6 1/2. a 1/2- I . T- - 14'-4* ------ _111 4 1/: 2. ' " '. - . . . . . . . I ) im(I-E)) - 'i�� 79 iz - . OF frw) .__�_1�2* __ !_-_j�_2_"__._1 t - - __ _j-_-.�7!Er#__1:!1___-. I 'k �- 2 a . (Wrw. j 11. SPACER " IS SEE TAME #1 FOR MAX. XS,D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN I " USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEV 5 I WAIII. ALSD DES" * ,,,,, RATING (PA.I,) MAW." ANCHORS SPACING FOR r D. - AS SHOWN ON SWEETS 4 & 7 APPLICABLE TO ALTERNATIVES O&Z= OF THEM 1=10 ,ENTM *L (n.) TAPCON W SCREW PANELMATE FEMAILE 10 PANEWATE PLUS - ill= amselso Is. 13, W Is- 13' __�W__MDW If mm is, Ir 7r_____13_7__w :,+". -45 TO + 75 75. - - 6 1/2 - r, --r.. . - jW11-r- - '7_1 __� �, 7-- - 13, � __5�' - 8 A/9- 4 1/2* 6 Ip. a i/2- (TOP) I 61-V on Los I _.- __ - I-I-il - - � J, .,.--, � .- - -.�_ � ". I-- I - -1i; _. - 0 1/4 __ lj� 1-111 r I— -.1.1 .1 -1 - ___ -is __ Ir - - 12 1/2 - ---W'---- - _._-.- ___ a - Ir __ 6 1/4* -1 --r-r-1- - ._ .--.-.,, _ _ - � - Is' ( .. - -, (I I . ... - (10"04 ____ (W) .. _ __ ____ 13" __ 13" - 13' (BOTTOM) i. is, _ I , -L--- a 1/2, __T._____ Is* - - � 6 1/2* __ ___!C!1___ to posti ___ L TV mw") 13, ___ ..!��..�l.-I-1.�--."�!���--.-', 13, 6 i/2' __ ----.- 6 1/2' !-Y-'�-- a 1/2. ?w (lop) 1___1 - . __ __ - 6 1/4- ___ _ 12 I/!, 6 1/4- - III, Wff.*) . > TO , I. 5, 1 4/2" 112 r - 3* (w)_ y . -!r 5 1/2' _ ___ a. __7 I __ I- - 3w Marrows) I - __._�* -+--- Ii I- __ - I 13' __ 12' 13* __K_ is" ____ , ,/,. -.-- - (lop) r - ---r. 13' --9L- 4W I 015 SEE TABLE #1 FOR MAX, A.S.O. DESIGN LOAM IN VAX. �M_E LENGTHS WIEN SPACER VSW, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I I * TABLE . it 6 A.&D. OEM I= I MAXOM PANEL LENGTH - 40 PSF OR LESS 61-01 > 40 PSF TO 50 PSF 5.-Z. I - I > 50 PSF TO 60 P5F 31-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAALE 10 OR PANEL MATE PLUS -!ff.4& 112- O.C. ANCHORS & W1 " !! M . # INSTALLATION DETAILS FOR LIFE SAFETY -EANEL(1-) INTO POURED CONCRETE OR CONCRETE BLQCK STRUCTURES ANCHOR 0 Is' O.0 OR 114ro TAKON 'r 01.11110 9= "', T '..r -az - - � -42,A: '-T, 41, CONCRETE BLOCK I CONCRETE KOCK 0 , , I. RIOUKO. - I ; ,,, 'irl C2) .1 � -C211 , 14 f I 1/1. . - - f 11/4* ."I , 1/4 � � f! �4 � All 4 � � mW - - � . � , I � i il t , 60 , E.:.. . I I 11 ;; . . . . . . �,'..m �, i - '10 71 .4 � - �.a�q - ,A 11 " 1 =%=-c , I 4 1 II I ,I* A., �_,) .1. . ,..T". A I'll .,.+ � I PANEL LENGTH tZEE ELEVATION I , W.. I ON SHEET 12) ,,,,,,�4�,,�"l�,,,,�,,,�,,-,��,,,�, 01 L/2 I i �1` I I i rASTING � E�O.* ��"11' I OR OR ��,' i, I.@ CCONCRR ,. , , REO � . a a vr m : 1 1 1 _-, �,J,j 1/4'0 PAMnMhTI: PLUS MMIS ANCHOR IS 12 1/2' O,C a *a Sm Dam to a 12 MR ANCHORS TYPE * SANOW FOR "VIZATOM mm ill= "Imur Wmalm �mum ANCHOR SPOMM AND MM� FISK DWAM ARE OOCATLD ON FAR SCHEME. MR TV LESS THIIN MUnD ON SCNECKAJ! MMUK ANCHOR WPOW IN MLLMLYM SPACOW so" go solma r THE MUPwM FACTORS lost INS OPERATION To K POSSOLL XCIFUM 9IACON CIRMI0 umme FACTOR SIALL "OF IS LESS THM, W^km SPACING ""Tip m E-04 ANCHOR r?"! ON I" W-MMAIT. 1/4*O'. Ile. AID= m vvm J46" W.kw _� 3 - A - _'_'j.r_r_r!.__ 3 3 I/2 simuss. sew wow M now I 'A' - � " � ' ' '� - - . :: .... _111- - � 1- IS 1 lt�r - - - I _ ? I log I., - - I 3 , -.- - . �T q. " '= a . &P I v MAX. G* PAWL UNGIH 4SIX ELEVATION � - - - ON SHEET 12) I I 1 I . . - (DI or DIS CON DON PLOT � "I I I., ",',,'I'll i 41�4114 31 eW7 OW40 , r . . . T#7wmi I �= - 37 0 W71.11111111,10 . I . I . . . . - ". _u " CODE BUILDING CODE (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) VAX, A_S.D DESIGN PRESSURE RATING (P -,O WIN01AAM ANCHM SPACING FOR %M LO. PER SCHEMKILIE amow * APPLICABLE To SECDONS is Im cv=CN or THEM Uk3(WM PPING. LLNFN .L (it) I MAIL A.S.D. DESIGN PRESSURE RATING (P...f.) MAXIMUM ANCHORS SPACING FOR MIN Lb. PER GOISEXILE mmm Is, App"CIALK "- TO SECTIONS 411 01. t 7 ammum PANEL tENO IV (it) TAPCON ww-srt PANUMAlt FEMALE 10 P1.113 _`AP* ZAMW-N" CALK -IN CM TAKON __ __ - __ -SET - FEMALE 0 PP= NIALIN CALK-01 CALK-01 -1" 10 comaim To on. IS To *$am w so . gam To �& so � I - To so - ww ofill,"JoThm Ps 3k To co"I'm 3k can= " om. 02com or THEM *1, +45W45 Um . i L3* IrA l3r I r Ir Tr - Ir I.- t�" 13, 1 (TOP) W-V on LESS +4& -AS To -63, -63 L Ir -i .--- ir - ir Ir i3v Ir IS! W Ir Ir Ir it I/a I (W) -) i' , Is -IF am - I ._��_..._!23L _13' - ti _13 , is. - -1-t- 13, 13' __��_ IS* 13, 13' 1Y is* __ 13r, - F__1JF__,I IF - 011117TY010) 13" 1 is, Ir ir - - - ir - ir ,r ir Is I/-, -12 I wirrom) I ) - ...... Ir - ly, ___ Ir __ 13* ir is, 13, is' 'i - __ -- Ir " -,i; 2 (w) - 13, Ir 13, Ir ir ly _!3: ___ Ir 13* 13" - i3, ;7-1 /2 2 jiW)_ I ) r(m) .._F_.._T_ r ,;__ , 3 - ".-iV " IF— - '-- -,X'- _13 T3;_ _13- - -Ir - -is-- I - Ir 13" __ 2 (NOTTOW) __ __ r ir 13, 13, 1 Is" I I I .-L"IFTT) Ir 1�_ . Ir . Isr Ir '-I- js� --i- ik (niv) 13' - - 1. 13, - __ W W - r-* IF' I iF2 a, 1 J, I 'i Ir LF 7,74 13, I - a 1/4- Ir 2 1/2,12 13* - 1/2' Ir - Ir - Ir 5 1/4- V_!L2 6 I/v IML_ 3 (amrsow) --In- . - ___W_ 2� - - -!!- - ..--.-- IL- 1- .2 1/2 '12 ___.!�__. _.!�_ ill - - or, _._:�._ - 1-1:-, 4.!`_�`� Ile ar - - _.:- vs�_ - 1/2'112 a. w - �T 13' 4 - - _1 ___ V - - 1. ir., is' 1k, __ --!* a �_` , 13 - Ir Is; - __ - - �K_ - _____ - I T - . r - /!' ! _2 - a' Is. - -- I—- . ls� .- ,- Ir ___ 1/4 , I /2 . _... - _l_r I Ir 3 (901700) __ A � ___ 4 (BOTTOM) _ - -_ -- S,m)_ 6 (BOTTOM) S' 1. 6112- /I. 1. w - '. 51 A (lop) F_ 14� ... 13* ur - __", - i' .- - I __ F 's' - -- !!7._..___T_ - 'i" ___ Ir Ir - -_ _!4�__!4�., - -- '"" ir _, Ir ",--,--- -1-T -IT-i- - Ir - I S;�- - - is . __ - Is* Ir -, "' '--"-' 13' . Ir 1!_!tl� 11 1/2' ,--- -- �_�I_ 5 (WrTOM) __ 111:1.1. 13 I . _ - - 13* - ___ 13' __ li. . '---' � __12!L� Ir - li� , ' '"" ' . IT 1/#* ___.!�:_____T_ 13' --k- L3.- Ir - - sr Ir - - ii� - __ - --!A 41 ___ is - _vi��w 13, __ I-i/ ___ - a (TV) I - 13* --"--,- 1/4- 1 1. 6 i/4- Ir LE .1 Is. -,-,- - I "I" sr -2:-, - � 1 I _Lr 13, - 13, - -, 13, e 1/4- 1 1 k/2' 6 1/4- -_ 6 (lop) 1 (wn.-) ^ � - 6 1/4* ___ - 6 1/4* - ___ Is , I/V - _- - . - - - 4- ,,w 17 eta ia&i�;; . ) -is' - 1. r $�: - 13' 10 /!: -i 13' - T . 137 _17_....!�r__ 9 M!_ ir is W - ". I .1. - I _1 4 t/21 r I (TOP) I (WITOW) .5!-e to 4'~4' - 13' I Sr. - is, . - I I 2' 41' _11-3:_ Ir fr 13* - - - 13* 13' 13* ___ 13, Ir -1 717. __ To" a 1/2- Is, I_ - ir Is' r1/21 .-- - W - .9 I/ 2' 9 III` __ I Ill 9 1/2* a I/2' _____1 I lr 6 I/r - r I � I'll... 13, 131 5 11r _ 6 1/2' 5 1/2* I (TOO) --.-.I- I (BOTTOM) 2 [TOP) - >5,-r To W-4, I __Lr - - � W li�_ ^-V ... --' ji� i�" �6_�j *r - 7' Is- 7' 7 1/2 5 1/2 1 1. - -?;-- -;i- is- tr 9 1/2 Is- " -i-F/2- _i-a-172 T`F-/2'___ 13, 6 1/2- ____ 2 Ir ". 13' IT" 10, ,r 10, it* 1. is" 0 1/2* - 2 (BOTTOM) Is- - _ � - - - �F r '. ----. - ___ Ir - _ , - !U�nLm? - 13, __ - ': - Is' it `rli;; _ . . 9 1/2 -4, 17711; __ - 1.41 IF 1/2 10 l2t� - 13 6 1/2- 3 (MP) 1r_.2_V!i - -, Ti i; - er 8 13" 13" - L_!_311*"_ Is'- ___ 4 .L!2/___ - - -i - - - - Is 112"I [! gl --L --- .-T-_ 72 1/7'12 ---a- - r - W - � [ 2 � � - - 13' I !/-2* - 1. _- - - I ly ' iA: I - I r-.-" V"- - li;- _ . 6 IT 4'.6 7- . r - Ir - is" .. ___ -Icr 1/4 - 1 4* - _ - to- - to* _ Ir __ I 112`12 Or " _;3- __ Ir - la" --Tip A- - ,_%G;,_ __ to' _j�j�tj_ Ill - _ - --'- - 4 4/2 a 1/2. - I I' __ __ IT' I jr a, -,- - ___ 3 1/2'. - is. _,!!�_ ar - - It I�j;. __. jj* �' U111F ___ 1 1/2-,.____ I 1 . I --- --!. , . 17 _T30_ 6 1/2* __ 'S I L4 _ - 3' - i-vi; " - - 5�i 5 S/2- 3 (TOP) __ ! WITTOM) 4 (TOP) __.__ 4 MOTTOM) , �� ---T-- �ir, It I, 6 (TOP) � ____ ii iir O ,10 _1/1 - _L - _ 5 114 - -i 1/4' i'(BOTIOM) r ___ - Is. a- i vr - - r 1. i 1/2, - - a. -.- jr 4 -.L- . - t__'/�! 5 1/2' ... �y - /3* 111 17 1/2' '. r .. -- 4 (TOP) _ - 4 (WTTOk)l 13, __i;:T�- -- " - L Is- Ill 1/2*1 Is- , /2* so 1/2, 7 1/2, * 1 , I b I .=&--) - � 3* [ 7" "'" I * L I' F. -i" - 3 wtl, -+ - it-��vi-f, _L_ 3�.__._;� __ tl�-,/--ifl�!,"/d 1) ,H! -.!- - - / 11 1 114*1 - 1 - - I - 16 ,I- I. - 16 , - - " 114- 4 1/4- 1 Kj,�r_-__T_�_ � !,.!44- 6 1/4- . 6 JWFT.-) , !1a "m 11 MR ANCHORS Tfm 0, Willow FOR INSTALLATIONS on Saw row amamis& IF "SAM ANCHOR SP*U= Alto MMMM EM MOINCE WE WrA= ON I" SCHIPAIT MR U ME ICE ANCHOR SPACM AT "MVM SFACOW WON Ch = IPNIMMIC to Im OPMTM. To K POSMOlL RIANSM) SPACING Ile '0=1FACIor DIRAMED USING FACTOR SHAL, NOT K LESS PAN MINIMUM SP-00 O*CATM MR SAM, 00" TYPE ON TM SCWVAjt Allow I" _,/�`O, � wpm Ile. ��' - j '. ... ,/#% �04501_ 'm ., _1?04�1_ &%"M-W" Ilt-. I.- - c"NX N _. __ Wm" ANCHOR srozm (60 4 3 3 2 1/7- - 2111 MOWAMON !�� . 3 'Ir ---!- r 3 3 'Ir 3 _ owtopo � _3 _T_11r - _1113�_,_,i_,i;;__T_1;;w__ ___ I - 14CAML WK Down (CO.) FA" - . - I Yr ... - a 1 - _ - - - - - � I �- 2 Vr . � - 4 JIF , 0.50 -, I - I- I 7-.,---- 414t r b N.- ____ I.Ic__ � _--ii m - -- - . - _____ - _ I-— S,/r � - I . �6'76�.. - - I 'i. - SPACINGS ONLY 13 USED. SEE W #1 FOR MAX. A.S.D. VAL 1 IG %%=p DESIGN L04DS & VM. WEN SPACER " S USED. I ,_ I , � S - D.W(j), �1_ M"- - (�) OF q) r - - -- 1. -- r- _.- L - --- ] - - - ' ' � - �. - I...- - I r r . I - __ � � I— 1 -_ ---- - - -,--- " __ - __ , , ' � -.r.. . - � - . � , 0 �, �. L 0 0 � 6 6 0 1 �� . 7 . __ -.-- __7 _-F-I.- - � , r ---- f I I " _1____,1 ---- T -7 T_ - - I ' 1 ----- --- __ - - ; I t� I ! I I ; [ � I , ! I � I 1 1 !111 , I 1 I � 1 1 ���� I I I : �� i : I � i ; I I ;11 I I � � , I I ! I 1 I - , i , � , i , mu Ill A A.S.D. I= MAXIMWIM PANEL LEM= 40 PSF OR LESS 61-8. > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF L V-10" A VAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. . ANCHORS (WE SIXrtlORS & ALTERNATIVES ON SHWETS 13, 14. 15 WII)--- - -- - --- ------ - --- - -- - ( - A/13. AW13. RM/f,l, R-10/113. *-28/1& R-38/114. 3: MAX. ; +11, R-11AWIL 9-2AW/IL 9-3AW/16, r*R-iBW/I-% R-20W/15. R-30W/16. I wst,_� _... . . - - - - - - - I - ___ ___ - I : 4 i I � i � ! I wZI I , I . I . � � : I . � � I I � , ?/4"11-201sl' 64 BOLT$ W I , � � : � : IV PANEL LENGTH , I i I � � i (USE FOR i I I i : � MW . I \ � � I am 71-61) I I PANEL LENCTIR ; I : i r , , : I I . \\ , 1. � I , R PANEL , � � i � � I i , REG" PANEL I IFOULAIR � i � � W-11' 0 +4aO. -40.0 P,S& I I � , a � � I , . ,r I I . (WI MPLAP MO PANEL LENGTH BUT) I I I . - - I � --- - - - - � __ - -;- ----------- I ---- I r-6' 0 +3= -114.0 PAT. . � � i i . _-I I I _____ 1 I Z4_ - --- I ---- � - , , .'�),_ ....... . i r I I r i I � I � 11 VE SAF RIM PANEL I . L ' I - - ; I � . I . 1 . . � I � %. I I "I ! ,I- - __ � , . . r I , ,� ' lv� I . . ; � I � . � , � , , , � I :�A , I I � ! , I I � � LIU 2'-11' MIN, P44M LENGTH , . I I I , � , �� 1 . . 1/4-0-20.1. 1 1 � -6- _ - ;____1__1____ , .� I � __, I AT A" MOUNIOM I . r ; : � I � � I I I ! I - `� I ! : - . I i AT �, SS IsCOL10 ! . - - (0110 OVIERLAP MO PANEL LENGTH GMT) A, ��,,, . I I EA I. . 1 � . � , � �;. I : . i I . I � L . _ 1---, I I I : I j � --- ... ... _ ...-r. ,--- -- _ 14 � I - - 'r -_ - . --- Is. I , . __ � - ___ . r . , _ __..T _... �- � .. -1 - � ,�, Ir . - � , '', r- [ _ -1-1 I I—- - - , , j I- ,"r. ] L/2 i . � I - 7 - - __ , � I I I , I i� I I' � 1 6 - - � .., "� - . - - , - , , . � + _ I I - , I b - � i L � I I I � . I - - - __ " ; � .1 - I . I -� � ,--- , -,- I - J_ � I , ___1 'i __ - . _ __ - - , I I � . � �1111�,r rrr' 111 I "I'" - 7 -, "r . ... I - - - . - I � I . . I I � I � "'L . ; _ _ ____._ I I - - - - fy'ait + - - 11 - 7 , , II. _ I i., , �_ __� �_ - I � � ) Imff j MO, - ,----,-I---,- ---- -------------- ,--- , , � I SAFC,Y'r , I , � - IFIE � I �,� . IL : � � � � � 'I r_�., r - Le.. . L �1 I-; mwci ,�� � C, T__ I ;e , , PANCL BOTTOM CORNERS I I . 0 1 1 1 .z REPLAP I 1, r I 0 1), _ _ _OvrRUp. � rr - - t.10. - NUT AT,__1 EXTERIOR , SAM Nut AT -i. Ma . LEVI PANEL I RIGHT PANEL 3 gAr, t INSTALLATIONS ONLY VALE) FOR VRNO . � V MIN, R-IA/13, R-2A/13. R-3h/14. [ R-iB/13. R-29/M 0-30/14, I: ARNJ SPEED UP To I 10 M.p.h. . A-IAW/15. R-2AW11S, R-3AW/15. * -IOW/15. 4-28110/15. R-30IRIFIG. I I ! It I - ------ � ------ --,-- - , -, .- � - -- AMICHOWS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13, t4. 15 &III) I r -1 . r r IL t/41 MAX. w - _. - . LIFE SAFETY STORM PANEL (1) ELEVATION M � � I , - ?m:l, SCALE 1/4-.1 - -0 r , I REGULAR �� (1) REGUILAX (WIN. CAE140 .1 TIME VALIN , , , ,,� " ..I �, � I I . STORM PANEL - ____ I STORM PANEL , . � ��: ��-- Q�AOI-.�4"�r-���-.�---------,----.-.- �4 As, I __ 4 ,...�Z:l � I ��� ____ e - it -� -4 __ 7T_11 I/4* \ 0X",�"!_ VAX rr �, " , � � - " � � ' , .__r___'-- - - �� i _ N__/ � . " KIII X" i = ._\4T"_�' . ____.__n- - O;mq ��_3__ " --r-r. ,�, . - - _ I � . �_, I _� �_. _ - 1- &= =r-r � tZ , , , , ls� � 1 LIFE SAFICTY PANEL 1EXTERIOR SECTION A -A SCALE 1/4--i- INSTALLATION DETAILS FOR LIFE SAFETY PANEL J) � ES � _�_;� - . -1 - T I I - I'-,;"--- - - . I � �i - � - - ___ � , 11 , , , , , ; ;!� 7 �- 7 ,-'7 � -, , I . I � I � ," �_11.11 L , �i� - , r � � I . ___---��, , . . . ,,� '� 1. - .�� , . � �, It , � - ( - �� �_,� . 11�� �1�1 .. � I 1, 77-- � _: .. __ "I __ "r __ _rw him" , RFOOD "EAGER ;?OD HFAOE � , � W . _: - I ,� _� ,� - =Z- . , OL�49 ., � AREAURED �, �_ , - - Rm I i , � !� . , - I .� 1� I I . I , . �". I ,., I I r ..- � �, . i I , �_ _ . '_ �� 11 � . 'L, 1!� I . W -- 1. �_. __4_� - 114-0 TAPOON I " . �, � ! l� - 11� I I Tocm . . � � � r,_ ,", , - � _ =APCON - "", � I � I j� - ;�=.�, . I � i", "t __ � . =OR ,� ,_1 I 1, I AkNoR 0 *I D.C. � � ,., ; �� a q* ox .. I � 0 r D.C. � i, 11, I . i , . , 'r I I � 1 , � 1 I - . I � -, I � ki . I � I � f ��� . - �< , �!� I � � " . , ,,, �, - U2 1, � ' i� ., , ,I i , c I a f '111, I � r� : 4) 1�,.,? ,� 14) " ;i -1) , ", , � : � 1. 7 j ''. ., �i - I - ,, I .e 'Ile" .. _1 � 1�� 9' �� �;i - j , �s" 1 , �e - - AV= w I, I . ,� 1/2" � . I , P, ". I 1/4- r. I W- t4 - 1� I '. I r�� -- ,/4* 1,4 I � 1/2 I- I 1/,. I � r I " � � , i, , III, I I -1 1 11 j� MAX. "I � I W .. __ 11 � I , ��, , , " 2* " �,r . Ir I I - 4 . � I 1, I I , , I f I ,,, -, � ; m � �11 1, I I , . MK , . I I ��� t!� ,, ii ��.' 1 f I N I 1�, I : i I i ;� , �� I" , , ". I � � , 11� I i � I I ci I - � , A I - I I ) 1� , , � , � ., I � . ----..A . I � aA I i . ,,,, I . I ! L,; [ I 11 � '(1) I ! �.' [, -1 - , � . 0 ; - : I J I : 01 � 2. i o) � I N I � N I 0 ' - - I . ,P� _ _ ': 1, /.-.- I- 'A r I'M __ -, i'mazwo - a " , 1 � IT - I-P ; . I i 14 L I . L'; EX I El,��. I i Ex" . ; =14 ; .L�1�4 , � ' I , ' ", L t �' I - - -Vt, - I 41 � - I I . 'L i , :1 I I Z" .Z',..,) � t i mKi I" , I .11 " � ,:� , 1 .." 0 e �, , I 10 , 1, L I t v Mu. " i MAX Q& i 0 I ; I - I 1. . IT _� �t , �__'__ ,e PANEL LIACIH , - - " JIL - - I If _ '-_"-_' __' f- '-- LIT '. PANEL LENGTH R_ - - '0 M., I " It I %, M. ME ELEVATION I � (SEE ELEVATION �i I j PANO, UENCTIO 0 (I i � 1 1 PANEL LEW" 0 1 I " � I I ONESMEET 12) - - L' -tA --- 1 " ON SHEET 12) �z � ELEVATION IT ___ � L - -___1, It I ..' 45" ELEVATION __! - - .., _ I -,-..- ____-_ �� I L I - , 11 � - ! I. I "- , � ON SWEET, 12) 1 I 11 ON SHEET 12) 4 4 I - (D r I : I , L _ -, �IF, rr - L ', I n 1, At, 'I�-_-_ "k' - _'_' - ... I � -_ 11 I _ ---' r- -r r 1tIO,_. - : I 1- - I �__ I* W_ : n . __ -1 __ - "I __SlEPAF : j i . (13 , suvmlvl . I mim i . 1 TC CLAM ; - �D , 01 � �� (,3) '. W. I, .- SEPARATION - � Is , 0 11 I � 1----SJpARATENL -- 0 TO CIA:".. L/I - A 0 CLASS 1 L 0 1 � : 61 , I TO GLASS, 1: . (�) G. � , I I 0 � -r-1 1� . I I ! Ll2 - 1L_,n-, F F @ !r I ,�L I 1 -1 .,�L I i I _1� , - ,,, : � - '/sr� it I e ,2 'Ir r I v .17 0 1 at � ED I ED. . � L' 7 , 1, I ' - V.r' � oz EQ� L, -- r. I— r. ... I - L I ' 1. I �', - � L .1 .. � - I , O'",�, 1; _ .r -0 'L I - p , r I � � - lE6 1 � :� ?,-i- - J . k - 1 1, C.1-0 .- E,�� '� - I I - - "''.I- rr A t ,, , �' I � 1 , , � ___ , r J* L, _.) I LWO1 .... , . , __ � - 11 I I -_ ,� �, " " � �� ��, : �� - ".I. . , � ., + i , I I - �. �, � � I I I , " �. i *0 1 1/2" I.- � I :, W.16"'Zot . L ; I . � 1 W . � j � � , j ... 2.1 1; -0 I : .. I I I : I ", � 0 �j � �, ,� � 4 0; Woop t ' L � I � SIXTIV, ' ' ` * . ! , � % I ,, 0 12 � REQUIRED I I .', 11� 1/4-6 TAPCON � 5 , i IA77 �' � I , I ,1/4-0 !A" _ _ I � I I,- ANCHOR 0 9 CC. I f . .0 .'.� . , , �.� � , � , : - _" I � I I 'i - KA; 0 C ." I' ANCHOR a 2, ac, - � I I ' L L, I ; L .. ' �,�� Y4'O TAn I I 1, I STAGGERED TO/ STUO 'I I � � �;� SIACOEW W/ SsUD ' woum , I i , ,�� , ! I I I I , __ III, a O'c. I I � , , . ' 11 r - , I , , t � � " - L'J*.#' Tim . L - ,,,I _ _gr'; -Co . l� , � i ;! � r I . :� �r' PLATE .. L" � I . �! .: .� L . , I , .. r� r i � , '11 � .1 _ - _1 __,�: , MARKED . RECMRW . I I I ' �' . ' � 1. . "r -11 ,.. I � �1.11 ... , un F-2AW affftw-PANNEL 0 REGULM PANELS *WM&d a A Pff~gK WALL MOUNnNGS "W" ...0%, WALL MOUNnNGS SCALE 3/8.1 - SCALE 3/8.1" N, .. ... . .... E `%. . FLORIDA BUILDING CODE (Non W91i V610CRY "14Ur kons ZOTS) a= - Is -am aliva. mc. Fit ' .1 40 57 %. 1 24 GAGE GALVANIZED SMI STORM PANEL . . WAN W I . INSTALLATION ARE ONLY VALID FOR A.S 0. GES" : . * �i -, - * IN __ - � PRESSURE RAVINGS (p.v AND PANEL LENGTHS AS I *?Mttm 1**. GLOBAL P .R ELEVATION ON SHEO v __ �__" 11LIECO. ROTECTM PROMM. MCI PF IL it 1. STATE t` =--- PAIL z Sts, 5, SO= ._1 - FOR MEN WOOD FRAME CONSTRUCTION: WOOD .. - I Al � . 2. L , Vzom, ', . _1~ -W Im. - "10 "M IL "'"'INIxf.., t MEMBERS 10 BE SOUTHERN NNE We 2. W/ SmCnIc ... - =7w� I %0 PHONt m4w�no PAX 20-175 DENSITY OF 0,55 OR EQUAL ,; � v,_.,:*�14 - I -II , ".."o- IW. "'I CA- it . NN m A lonz*41--n - I 1 . namsm &I 'jw2iJT` . I i OHM Is OF Ill I I (VAUD ONLY FOR PANEL CD INSTALLATIONS AS PER SECTIONS I THRU 6. ON S14EETS 4 & 5) . AS,O. DESIGN PRESSURE PATIN I (,,,r) WO" ANCHORS SPACING FOR MIN U. PER SCHEDULE KLOW III APPLICABLE 70 11 LENCIA lit.) PRESSURE (P., MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE III, BELOW k or THU 7.0 LENGTH (n) -rAPCDN I Sam -sr lill ZAMIC-MAIN CALK -Pt TAPOON - Saw-Sn PANIELAMIt "PEL'"FIE I ZA1WIAC-WIMJN C%.K-IM .Amhk To �� - ____ - I . Or THEM to k*'I.S. -Ar TO w"Imm MIS 3 k TO To >+A". -65 To 4 , ?S, -73 I- Ir I IT . 13, _&WE_ 13' 13* ". 13, Is, I r 12, ir 1w I frop) 31-Ir 00 LESS >+75. -76 10 +lm -illut 17 -5 - -'---"- - 11r i- 13, 111- 0 1/2' ,_ Is- Ir '17ji� IT V Ir - 13' '2' 7 1/3- S vr Ir 4 I1r I (w) W-4, OR LEN I 2L_ IT' Ir _ Is- -7- 3 - - IF 73 _"' 13o is, _T_F_ -13- IW I (BOTTOM) IF` -- 10' I i/f 13' r I DIOTIOM) - I r -..-- il, __ is' 13* 13 - Is- -- IF Ir --- IF . ly ,O' 2 (TOP) Ti� is� ir To ,�� -_ IF IF' i ve 37-Ir =IT 414 !,M _ - _� Ir --- W - is" Is' I., . 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OW.Lw*a "to "a M" NUKDM Is W^AIM ANCHOR VNCMM OW WAVAN AM 01FAVICIF OM WAINIAM 00 roM SCMtka NIO ED. 039 THAR PIWAIM ON SO4MW IIECUME AMOCO Ift� NY MULTIOUVOIC SPACIFIG 00" ON W-46111" in THE fouaw" IM rw ?In OPERATOR To n MUVLL -mm "Kra OWWft kU4 PACTOO SKVAFXkW K LESS THAN -M" W09" OW-VO FOR E40R ANCHOR "t go itsm, WHWJLL ll��I. 1/4*0_ '100 $/4 -0 !� Ile. 110101110111t TvP[ I _ III"" SMA.w f AM- _1114 IW , - -j vA*4vwmj r.---- - "A-lFi WOUN ANCHOR SPACING C.L) $ 3 3 3 2 I/r 2 t/1 I - ��D,c 1 3 ,/3* r 3 S 'Ir _,_�' A - I 3 11r 341. �7,; 77 w AMK M BBWa (EA) frAcm I - , IJ,r . - -LL-!-!' _. � __ � - - - - I . I—- --i.ty- - � - .. � *At am - 1. I � - - - [ 7t_ ON r . - ON 4,31I - - _610 __�_ !J� � - - S,/r - 'All - - SPACINGS ONLY VALI O WIEN EE SW=WSPACSE &IMFOR MAX A.S N CIE I DESIGN LOADS & INIX PAM S 19 L"'r= 7 D.C. - - aw, OR 14CONCRETE BLOCK , , �/ REOUM 11 . 4) !- - + � _1jF2- I �% � 11 I :��,. . I E.D IF � i ; " I I ;%%L r� 1 " � ; -o", i - ii 11 i GLASS 0-0 I 0 - tZ EX6TIN I a - - ' 0A 11 I 11 4 - - I -10 it i 6, r. V jr _ F-I ! 4 A " ' , It I. M... I I I Tmv Al a "D. OEM LOAD MWXIMLIM PANEL umm 40 PSF ON LESS - a. -a. > 40 PW TO 5D PSF I 61-2. . > 50 PSF TO 60 PSF 51-10, a IAAX. PANEL LENGTHS ARE ON &Y VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & ill/ " SPACER AT 12 1/2" D.C. : . * 2 * I - - -_ 1. __ . . � - 07/p OR� W. : 167 " I Ow %Tm Ale 24 GAGE GALYMIZM SML STORM PANEL ty * . �44 � I... STATE . . " ., � , Z E C 0 imc.'\ GLOBAL PMCTION MODUCTS, LLC. ,,- At 10�1� '. . . L K. .m Sm. &I snw 75-5. , 20-175 ... . , 4 I . (".)N`o , ,.'(I")N*�ft? - I �il .--. - . - .__ I OWN" ft 4 INSTALLATION 1/4'0 TAPCON - - 1, DETAILS DUM =AWOR EOR LIEE SAFETY PANEL CI) 114'0 tAPCON EXISTING POURED � I - 04 0 '" . , v/ I , ,� 'I 'i COKITETE BLOCK REQUIRED. AMCNO* & 9* O.C. I CONCRETE on ��' I CONCRETE BLOCK �,, �! , r&wmm, . , . �, "�, "� -20 .. 11" I . :: �� ,��, (2:) �,., , " I I I - 77 : i � M., 1 PANEL 0 1 `-SLL=m'1qFW-") I I I I____._ �rf j I L/2 I � � , I , �., ; �. I -, I �� I . , "'. : 10 � . ED # I � � � I "I . .I --1@ � ��.. � � �'. a : I 0 US, OC I A. 3/ . � I . __ I I I I "..' I � I . C4) WCC � "/40 0 91 O.0 : CONCRETE OR Fg;��ED o REGULAR BLOCK REOUNNO. PANE W&LbLAQ 0 NO .1� a � 1 1 'L' MAX. 6' PANEX I ENGTH 1 (SR ELEVATION I I , ON SHEFT 12) i CO r , fv I � TO Its, ad I . I I I "M `� - (!� 1/4-0 TAPCON � -1. � ANCHOR 0 o- 0 C. I W 11 CONCRElf OR W.T= Omoum 0 "WANEL SEE %mals to a If No "CHIPS JANow m - YA!11!_ . - TM At SPOIDING FOR WPAUAI&S wm voem ims"m Rmsmaf wAsom 0') I ill= FRAME SLUDNW ~M ANCHOR $R%MM ANO MIN" - - Qhj �- masts".1 la...%No*o.) 3 .-, . (M CaTAFACE ARE POIATIM, 04 THIS SCHEXAX ram m LEW 14" po"TM ro ON SCHIVAE Kom #Jictm SWING wa,L ma arm- m ANN IF, "TPLVM SPACING SHOW ON SOMM" " W rOUDOM FACTORS, RW THIS OFMTM To Ill FCOSNLL. ">J= W#4" MAMCP L=io FACTOR SMALL NOT K LESS THAN - � - ''Z1. _ - __ - 2.,�-, _'� � . �'_ - - L _S�, , - MIRIAM Smscadd, oo"ltD MR 10c" AWAN rfpt 00 I"* SON434". f - r - _... , �. . So I - I 6- I 1 3 t/2. - 0 CLASS I nmIK 4 0 " 10, �! 1 04 1, mi. 11 . - I t r 11 � 1. I - to GLASS it SEPARATION - a "N "I �, " , 1 :; �� � , I ; I , : E D , , I I 11 I 114 .1 I 1/4-st TAPCM1 - r - - , S w POURED, - ANCHOR 0 11* O.0 I I WMETIE OR ' , CONCRETE BLOCK % *Eau ,t', XED� 11 I 02 1 IL � e.N .r - I -.rI 01 ; 1 I 'T - I . "ao � = �- 11 C, w no 0*4 I I mow "I ?_r, i � . � � I IC MAX. PANEL LENGTH I (SEE ELEVATION ON smisrT Is) ; 0 I� I � � ci) - I 2 I " I 11 I 4) � , 11 �1: . ,cm . _ . ,�4: ,�4: ,�4: , 11 I 11 '. E, 1.0 .. � ��� ; � � � I i : i�� 4 I �, ; , ! 0 ) I W, : �01W1110", SEPWWTIOW I .4 To CtASSrr 'OIL I 1/.%-"." is L I ,� ;. � � A, Im"up I k I I it � � : I 0 %* MAX, I - 11 I S' PANE LENGTH L I (SEE ELEVATION a 0 IT I � I r r I ON SHEET FIT 0 1 _____ . -, - -1 "' - --- -_ - I -_ a 11 -, T , : I I .1 I 6, W�, I I.O. - ,-�,,��,,.!, L �11111rrr- . ; "I "'; I I I I I I . . . I ! , I i . I I i-!G- _91. . .- �� . I ,,,,,,,,, .:: I 1. ,: EO, I ... I � I Ox It � " --m Ms. .. '- 11jq-%j it tol. WW� r �,11 � I , id� , --ill 1/4"O YAPCOW , , � I IV# IAPOON , , . _ ANCHOR 0 Is' O.0 ANCHOR a 01 sTc. -EXISTING POURED CONCRETE OR �COSTINC POURED CONC*m on CONCRETE BLOCK REQUIRED CONCRETE kocx Proussiso. a =am g- JFA"NEL REGULAR PARM 0 NGS !HIL#N,._ A101U1.9 W �, INSTALLATION DETAILS. FOR UFE SAFM PANEL!) INTO MOD STRUCTURES � . � - I - I - , . 1. I . I � J� "I . 1; 7 - �, , � . L Ll�_ - "' � 6 ' 'r .- 1 1 � � ." - -, . . H - �' cow MERCER - _=Xmp - ,. - __ 1� 11 1. _r !__ - , I.. RED . � � . . I r ,: I - i . ,. , '' .11 ., 11 I , �' , .-, - � _ 11 .. 1, , r � . I I 1 "'. .g "� , � A I � r- g I X �. i� � I I O.C� mc, " I I I I . ", ,r I Y 11 I �i '.r I .1 11 1 I I - � I � i 11 � , , �, I � -02 . I �� 20 �1, . �� ' ' .B It i . , I " �, , �z " � =, - �a ampuba 1� /2, I , 1/2 1 1/4' ,r ., 1! 1/4' , �� j, s, , � I I i 1�' . *vr I * ... 2.1 I " ' I -).L-- - - - .- I . , �� ! � .. �� , � ", I , , k 41 1 , 1, r An- � Wt. I f - � ; : , ' .., , : r . , � , � , I : T L � I I .. I I � � L I I : � � - ! 0j I � 01 I . 1 - , 1 , ` ;1 - � CLASS I �� Nxae I IT kxwt&! It , � � - I r. ,* " 5m 11 I � � =.m / i r "An -1 I , ,,-., 11 I I � I I . , L' MAX ii � " r 'O Am, I ' ' A . PANEL LENGTH _-11 I , 6 it I PANEL LENGTH (SEE ELEVATK* I I I 4, R 0 1 � (SEE CLEVATOO; .1 ON SHUT 12) . . i- I - , � ,�. � .. ON SHEET 12) --- I - I I Is I � I 0 � - J , " - � I 1, ,._'_� _Sl� M1611111 - I 11 L'"'. -_ I— To 0 I* M.. I GLASS , (1) � ! Cl) I : -"- I V2 GLASt i : A I 61 i !_ " � I 7 - - -0 - I @ .1 ., I 11�� I .�,- I sim vr at I I I;y I Saw= I & - , .1 , 1� I " I I _ ! - 'A lim ! F , - WIt rr . : 14A"M I I' , ,r ��_, I, ,,, I -- I .1 __1 .- I I I - if 11 . I? "4 1: I L I � ,� : 2't4* - i "I 1�14; "M ' WOOD. L " � P a - ��, PLATE ittounD . RE I , 1 ' " 1 1/4'is PIMIELAMIL PLUS QUIRED . I 1 � , '. 41 __ 1/4*0 PANJEUATE PLUS I ANCHOR 0 12 1/2* mc. ; .ii ANcHoR a a 1/2- ot , � I ! , , �� i ] ] I r , _ _ - . . . � I 1. --..-.- /_ . I � I R_ A%14wjm vim PANFI 3 a ...... WN.", WA4 M01,405 R �---!!�lp ., SCALE 3/6-1- ,�-,o I .. . .. \ .., .� ' . f No. 44157 '. I FLORIDA BUILDING CODE (Mon fth Villocs!j HWU cons Zone) .1 - : I -am 11"Wm SIC. 24 GAGE WIVANM STEEL F.P. , * - * STORM PANEL o� w .. STATE I�E `4v I . INSTAUATION ARE ONLY VAUD FOR MAX. A.S.0, - _ .., , V11 - - " W/V/Mo DESIGN PRESSURE RATINGS (p.q,f) AND PANEL % % .fw - - .> PRODUM LLC. OME LENGTHS AS PER E"TION ON SMErT 12. - - - IL ECOme "M PROTECT" 4= S.W. 51 STIW �c 64M 2, FOR NEW WOOD FRAME CONSTRUCION. WOOD Kit,q COOK Fl. 33314 IC .= a- 20-1 75 MEMBERS 70 BE SOUTHERN PINE No 2. W1 SPECIFIC "It I I )W-7m. FJOL N*)M-BM _ DENSITY OF 0.55 OR EQUAL. C,-Oow,. Isimmoll IIiF �nli m 6w I PC, WALlmommaimel" WAY A aw ;.. Ox "167 1011111111 le or HI I . , I I I .#.-O a) a) = En -C6 0 .I., _0 >- r- C) -11-0 3 2 2 _0 (1) CL C C M -0 Q_ . - -0-0 a) 0) L) _62. (n S? a) "� U -2 :9 -0 a L_ a) ca. = 3:: 0 G: I. a Cu C) -*- %+- M %%o n ;:10 "W An -0 - 2 :1- a) .11 0 w a) (n F, . - - Cn -- = 0 %.0 fD- r CU AIR - 'a g: g = IRS a ... �_ . - U) < - , ca - I - .w 1- 40 .= = An -CC - C93 W = w 21: . 5; E =0 CP C2 -cr = CJ to 16- 0! --a 3: = T w = . - �P. b- = . 4211 �� = ZP`1 .= (W = -2 06- - 1 4 z � PFA w =I Cn " W m4m_j -6-00 = CD C: Cu 0 " " = uj 2 < z m < _j a- -#-a CD QD _9_- U) Cu > 0 L_ 0- D_ < -1 .-a 0 = -0 0 L_ a - a) 0) cu m SHEET NO. SH 1.4 Ezl/18, EZ 1 W/ 16 -ANCHOAS (SEE SECTION 1 ALTERNATIVE C10 N SHEET 18) -SI' Mo-lS" M4- Yin ����� kil T(3CL NOTE 2) 'YU-,r0 ; \../NOTE 2) /14xf' S.Y.S. 1/a. ii Fi\- V. - 4/16`e Aturial Y °f POP RNLI I/2' ! O O O D O T O t , I I 4 Ipip .._-. _ _. _.1 _ .- .._ __ .. _. -_1. _.. _....... _-_-I_ ._ _I ,l i I ��(tYC L , L PAWL - r WX _. ... PANEL) (1N1ERK3R PANEI) {INTERIOR PANEL) (INTERIOR PANEL) (END PANE/) � I �' SEE NOTES I. 3. �4 I I I I I I SEE NOTES 2, 3, A ` - I 5, n• MAx. 4WI PANEL ILN- 1 >� 1 * 1' s % f >« I .(1 } s a P/- 4D.o P.Rr f MPANELS I ff A 4 I SEEIS W4 CT Ai a 11APPL WLLI 1 _..._ - . .� ],.._!._1 . � - � � L. +�.. , ..1 _ 1 I . _ L L 1..L_l_1-I jG-JJ_L'�.,1J_LLJ_J 111 JJ__LF`!:.".,.�IJ1LL,.J..I.:CLJJ111 JJ_LL JJJI�LJ J_ LL J J . .. J T i_._- - , _-..e i e , . . Y 1. -- ! "._-._ 1- IRA SEE �L,,, I !• W. NOTE ` l).,@ ANCHORS 'EE 3 "Him k -_-(SEE sEDhON E21 4, ALTE) MAtK E21W ON SHEET 10) `...... .._. -___.,i EZI/IS, EZIW/18 yYPiCAL ELEVATION FOR SERIES 2.000 E-Z HAND STORM PANEL I SYSTEM J) SCAIF. ]/S2"-I" 2 dB7'(MN (NEI6AP _ +l MEAL VNI]'f) 1/4' � /% S AN. 13AP (1.,_... _ �F� sEcr oN A .AST PARIELQt TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BF. PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE - - -- -- N(T U (I) ' F �,-jQQQ: E-Z HANG STORM PANEL SYSTEM CbN IS ING OF PAN L + Cnnt TRACKL TOP dE BOTTOM (2). END PANELS SHALL ALWAn % CONNECTED 10 80710M TRACK OTHERWISE A STOP BAR (J) STWS BE PROVIDED AT TOP O7 SUCH PANELS. (S). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'0-20N1/4M5 W/ 7/B'aO3/32' WING NUT OR 1/4"ax3/4- Yin THUMBSCREW INTO TAPPED BOTTOM TRACK T F FASTENERS AY AT F LOCATION F 0 A5Or ER5 M BE ETHER 0 TWO EXTERIOR MT TRANCES OF END PANEL. i4). IN CASE 714AT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (ISMALL RE CONNECTEDNTo tBOTTOMSF.DT ITRACIK OP,AUSING$ TWO PANELSSPECS INDICATED ON NOTE (3) ArANE. IN SUCH CASE. CONNECTION OF PANELS TO 9OFTl7W TnAI'K MAY OCCUR AT ANY PANEL i.NATION - '� In51ALLATIVNS ONLY VALO FOR WINT'' SPEfJ) UP rG 170 m.P.H A -A 11YA pnM-,NIB,,% 1 T SCAT F, 3/3^"= I " �` P�Ea a; ?Wj� F. ��'",. .Y = 44IST167 _ 41D A M. lc :*z T -- :*(T' StATEO� ILL �C:DINe 'r' !j �, /jam' THAT 1 e " M9 CO. ;11, FLdRtOP.•- €' H•.•ar,Ns"n m oil _ -- I'lli1�11-�.�,,AA�R u-4'N67,P H'I11HH't,kPiC IVPE/P•R -- ,1NLRR A RL.P M., rl ENGINEERING', ENGINEERING EXPRESS'" PRODUCT EVALUATION REPORT September 15.2020 Application Number 17869 1 - R2 EX Project Number 2D-31543 Product Manufacturer All American Shutters and Glass Menulacturargddress 1540 Donna Road West Palm Bench FL 33409 Product Name d Descuption 24ga Galvanized Steel Sturm Panels Large Missdo Impact Resistant Scope of Evaluation: This, Product Evaluation Report Is being issued m accordance wilt the Iequimntents of the Flurda Department of Busk ness and Professional Regulnbnn (Florida Stalling CDrninlssmn) Rule. Chapter 61 G20-3 005, F A.C., for Statewrds acceptance per Method I (a) The product Voted above has been Tested and/or evaluated as summarized uedh reto show compliance nre with the Fonda Building Code Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Coda n i t shall be required following Anent FloridaBuildingCode modifications or R"velueBn of this product equ g pe revi510116, Substantiating Data: • RODUCT EVALUATION DOCUMENT P U EX drawing R20-31543 Utleti "24ga Galvanized Steel Storm Panels (HVHZ 3 Non-HVHZ)-, shoots 1-5. prepared try Engineering Express. signed & sealed by Frank Bennardo, P.E. Is an Integral part of this Evaluation Report e TEST REPORTS I rm c i w I performance has been testa m accordance with TAB 202 test standards , te:RI Uniform n to stab s1 uct a po 1 be d rd Pf' repon(s) OBT-ASG- 1 7-001 by Blackwater Testing. Inc Large missile Impact resistance and cyclic loading performance has been tested Fill accordance with TAS 201 and TAS 203 last standards per IP51 ieporl s) BBT-ASG 17-001 by Blackwater Testing. Inc. STRUCTURAL ENGINEERING CALCULATION a Structural engineering calculations have been prepared Which evaluate the product based on compersiWe and/or rabortal analysis to quality the following design criteria 1. Maximum Allowable Spans 2 Minimum Allowable Sports 3 Minimum Glass Separation A Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLOPIDA 33442 (954) 354.0660 1(866) 396.9999 T E A M 0 E N G I N E E R IH G E x P RE 56. C OM ENGINE E AlN G EKP a E SS.COM „ ilik �tPil f �c., D]' Oh .0 "' N._u". .. �Y.i u 1. J "hJ _ w r nx L It--- r. Tr ::I, - ..... .. ,- T- �I I :. t,y+.IIM�1 �: wA •1'Mr M": 1 A fTt1 i�r+N,,_�,A I'V 1Nrt tc. A 4t'' +a '" 1Ry tM :r ._ VAT_ W, v' D ra7:cxii+i _ \j� H ` i T. v 1. sw mA. ,. ,. "`I> t a -1, 1', 'n y;r N'M.I. ,J1 11 n•I. IRAI:N7111N1:1 FIRM NH_I1oll 24 GAGE GALVANIZED STEEL STORM PANEL ,.v. IRARN M .08AL PROTECTION PRODUCTS, LLC. a IM P IN. 61 six" All n. 3Li• ,N+CML" (Fey 0--b. re, (¢54wn-mT •Mr 4M '•.A %/7T; )C3r „m 20175 d Y ,1_,..y ti SHII -I F. ENGINEERING Page 2 01°2 All American Shutters and Glass - 24ga Galvanized Stec) Storm Panels No 33% increase DI allowede stress has been used in the design of this product. Separation Iron glazing Is not req,xred tot installations outside of wend zone 4 and essential fadUllee Impact Resistance: Large Impact Resistance ties been demonstrated as evidenced in previously Ill test reporl{s), and iN accounted for in the orry nee ing desgn of this piodud Wind Load Resistance This product has been designed to resist wind bads as indicated in the span schedulets) on the respective Product Evaluation Document (i.e. Engine odng drawing). Installation F - ' tespart1v S Product Evaluation Docume nl II eTNs roduct shall e Installed d it strict can len Lwith 1lb engineering drmving) along with all components noted Rickert Product components shall be of the knatonal specified in that productsrea active Product Evaluation Docurnurt (I. D. urginull drawing) Limitations & Conditions of Use: Use of Ihis produrl shall be in strict accordance with the respective Product Evaluation Document (i,e engineering drawl AS noted harken rig n0 Trio) All supporting host structures shall be designed lu rests all superimposedloads and shall b of a material s PVE 9 g l a 4 listed in this product's respective anchor schedule, Host structure conditions which are not accounted tot in INS. product's lespeetrve anchor schedule shell be designer( lot on a site -specific basis by a registered pluhtswunaf engineer All ants which are km nenl installed shallprotecteds c n emit' ion air) I components a ed be against corrosion, cont al p0 Pe IY aq other such damage at all times. This pfoducl has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Re.pectfulit . _� w• Ne•R e Frank Hcnnardo, PE ENGINEERING &PRESS1tl RPE0046549 I CDr AMth 9835 160 BW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 T E AN 0 E N 6 I N e F R I NG E x P RE s S. C ON ENGINEERINGEXPRFSS.COM - Tu R. o,i �I "A ,. % 14Te• '.I -Fare - If-- t . _ I 1L fr' q Y x N 11 ;4, T 71 LON U, L'N wtr- H +.f - p '_'L':AH G 'N'AI x N!` 1u ,,..-_ ^I _.. .__.__O CCRnIa/ROORNOIJM SCRIMI ..., f. v v.. �. r - R -. .A.' ., Y •1 gym r Irk .O m 1, y= �,.I J .IIAl rua YIALI M6UN 9_CTI6N 0II.-1 1 a N . .:'.H1r n I '11 F ' xt,t k ,rP y •,+ ,,.., vJ rr., -., -) M,Nrr:,,rn 7 1H. MAY YANY ' .. 1.a-.r.,. .A. Or 11 T / .Y ', rA r N a , ,I+NI'i irk,..... I, 1'iN1N i ,L.l,` .k,'f'rlx l'LDR sMS[,T6,-Y . I \,,," o)-r �ru P A ' ..ri ry Irk_ . ar a rr' __....--- ` OPTfONAl 10➢/BOTTOM CLOBUR[OT_IAR Nr, u•I E N.� 01+' c I 11 ir. Iul R - yEI "PF 2SE3 F T u . - c• R - r.. H rsc t9 &AM x�p H 3�RjI�u CDFMOIi(FW.NILXZ-R' s " 20-31543 III= PANEL LENGTII1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D. DESIGNL FM.IN BE 2'-6" PRESSURE RATING +/- 40.0 P.6.1. AND 8'-0" ISW PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS 10' BE SOUTHERN PINE No 2, W/ SPECIFIC DEN91Y OF 0.55 OR EOUAL. 1/4.0 IAPCON ANCHOR a 12' 0.0 INSTALLATIQN DETAILS FOR SERIES 2000 E-Z HANG STORM PANELi13 INTO POURED CONCRETE. CONCRETE BLOCK AND WQOD STRQQT 1RE5 ..--------4 ,, - [X STING POURED CONCRETE OR BLOCK CEouo I ' +;'4'4 tAPOON ANCHOR a 12" 0.C. i REWNif.D. . �_ • _ al I 14.1• MIDI MEAD TEN . FROM W001) HEADER 1 1"- 114F1' NEX"TEN a /4' HFOIARED 1 � 64• FROM OF 11 _� 4,�,,,*I o ,.,� _ L_ -_....I. 1 1/2' I 1 t. I/2�-.___-- __-._._f _ -, 1 r;.x� W f. I I ETA E J ; -1 I MA. t +2• 1/r Q4 �F 014/1'.." 0 NR IN1H, I -1 I I/2" RAnDN "LASS I .}/IaY AlUMINUN POP p CXIS,l I" Min. •SEPAfMIXXI l _,y /1 B'e -ALDYINUM ,�•�'\ 1 -12 1 gNEi u GIA55-.. It TO DIA55. f I POP .a 1 'I FM/er 0_ _ _, \ � ..... I MAx. "�'_-'....... I PARESLENGTH Y 1 aY• , e0L15 N -'' I I Lunt I PANEL LENGTH e IA-.. _ WiQrii• _ _.... F.,...- i II 91 I- Yin. �! ) P-i,1,,i-,�r-1, 11 i I_-L l - ,. _,f1 I I tL 1 -__i -JT�1 E0. 1!wx I -_. _1- I ,}r77..li, ' i ,1 I..1 .1 NCHOR 1/4-0 TAPCON p0u1tE0 _ 2^.4• WORD ANCHOR a 17 0C i "V OR I UTE cowmER BLOCK II REQUIRED RFOURED. WALL MOUNTING WALL MOUNT-I[�(�2 SECTION EZ1• ALT0MT1YE_,EZ1-W SCALE 3/84.1" SCAL1_ 5'1 -•'" A11H1/IHHN/IIIA I 1�a A: r1LL/J m 3i�''��GEN"' S' '1 O • 4$ c ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNUMITFS' IF, ICI PANEL SPAN) Top MOUNT (CONN Tvp, Tr PE As D REQ ) SECTIONS - OPTIONAL f."-20 STITCH DOLTS WITH WA5HERED 1 WINGNUrS FASTENED S 11 WERIAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) Ox to - V EW4aa< III 0E -_z 156" +J/ \ BOTTOMI} BOTTOM MOUNT (CCNVN TYPE AS \; _ ...; REQ'D) P0.091" MAY BE AT T 0, 375 a 3On DM - I TYPICAL VERTICAL MOUNT ELEVATION 1 IV '.- ELEVATION TOP MOUNT (CORN TYPE Lm )5 REQ'D) (SPAN ABOVE aTRu non) TTGM m - J.UNI � r ORN TYME REL!'DI a -oBS RUCTION x� O T MAY VARY LOGO ION M 1 u Z N TIT-1--l-In-1-F S BOTTOM MOUNT (CONK Lmax (SPAN BELOW TYPE AS REQ'D) OBSTRUCTION) PANELS MAV BE NOTCHED AS RB'QUIREp, OI7TlONAL)q-205TITCM BOLTS WITH WASH PROVII)Eb THAT CONNECTIONS aND 4NCHOR5 80.E RISE" WHICH SATISFY WINGNUTS FASTENED@ SPANS ABOVE a BELOIY OBSTRUCTION, OVERLAPS T MI OSPTA (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION �� (NOTCHED PANELS) 1 ti.I ',, I -.ILL, ITIC'l ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: .4 GAUGE PANEL"'- U - _---____ --.-_- - _-._.- MI I F T l N MUM STORM PANEL ARA N7 5F GIAS 3 N RUM I Y WINn 7ONI 4 A 5I N AFAUITE3 ) MAx1AAMM_, _„,__, I OESIGPI PRESSURE AMc1WAfuf INSi U' h11T I SIAILA1pN5 GREATEA Al, 1N) K N (PSfI A l a SRN m •1 1 71 AN in' A f DRAD I A 3 r RDV E N N O IRUVE GRAOF A .ii6 111 -... k*In _ 1 161n _ "• _ 430DIR _ .__.. ... %M 710, 6 .__. _ '/10 I1110M - . 6.OEm 2161n -__ '. rt+R II, 606. )164. .r „ , Iu11m 61181n ),36,fn MI x- sanrn 'S 7 M US s9N m __1..___-_�I - eiim 2.73m ON LOAD 6 PANEL. FASTENER SPACING TO RMINE MAXIMUM ALLOWABLE STORM PANEL I. SCHBD(ItE M ACCEPTABLE FOR USE WTI TIVE LOADS LESS THAN OR EQUAL TO . TIvEESIGN LOADS. DS 'PANEL FASTENERS' ARE STUDS IKEO IN IUNCrION WITH ALL MOUNTING EXTR,US'ION Ill BTUNEANGLE. ETC.) USE 6 25' PANEL FASTENER SPACING MBLF' VALUES F H AND'U''HEADERS OKLUOIN© BUILD TtAsk., GLASS SEPARATION NOTES: PAN N WITH N 1. F.N7EP S UCE I POSITIVE DESIGN t K Eb MINIMUM ALl11WAatESEPARATION FROM THE OPENING EIDRIFIa RuuniNc cOnE IN— Ill VAInnNv M„r•Imn 7n i D. 441 �' * STATE D _ `COR10 S, •.••••�N-- T ,NIIIIRMI rz r•mr 111L:o. Art. 24 GAGE GALVANIZED STEEL STORM PANEL rr. OArAN (� Ile\ LMU - GL08AL PROTECTION PRODUCTS, LLC. aLv4liaot "n'si1RY1 l. nbM f4N16a1, )Sits IAx (145.)NQ-A1Y-' °J/.11,° �.:N "WM .° "" P::.- , +ir.rin,4+' M, .1.1 j A 20-175 Delmi .' N, eNn +A Pr 11 ,ly 1In FPALL6FHN Rn0 eE Drew 1,a a• Pee. L MAXIMUM ALLOWABLE , ". RN DESIGN PRESSURES � ,3 j' Dtv., oraj AS NOTED IN DESIGN DESIGN NOTES: scH�uLEs . p ~ POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED n o r FOR USE WITH THIS SYSTCM SHALL BE DETERMINED PER C +'+ A TE ENGINEERING I SEP RAN ACCORDANCE WITH THE "G ; I� M E NI G DD E R18U RE U E 4 GOY R N C E, PRE.1 U REO 1R MENf�gS DETERMINED IN ACCORDANCE 1N H E CE ] LESS THA 1607 OF THE FLORIDA BUILDING SHALL BE LESS THAN D,n - E Y1 ii,,�C CODE OR UAL TO THE POSITIVF OR NEGATIVE DESIGN ,,, lu? > PgES LIRE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, ¢ n Yp c ID 6 GENERAL NOTES: z W THI6 SPECIPWATION HAS BEEN DESIGNED AND SMALL BE PABAIC'ATEO IN Ep KCORDANCE WTM THE UIREMENTB OE THE ,u-AtoA BUILDING CODE b V-0171ON 2D FUR USF 1NL'10 OU IDH OF INS NV 2. A 5 6MTN L ((20 E AND TS 7 H E rAS201,-102 AND2D,1,37 Sr,AorococF. CONTRACTOR SHALL INVE9T10ATE '' 0 W "' l m At b I O ' NID CONFORM TO ALl LOCAL BUILDING CODE AMENDMENTS WHICH MAY kPPLY, DEa1GN CAITrRU( BEYOND AS STATED HEREIN MAY REQU7nt L/) LDDIT3oNAL CITE bPeCDIC SEALED ENGINEERING, NO 33:1/3A5 CNCREASE IN ALLAIVASLE ETRESS HAS SSEN USFU IN THE itISIGIN OF THIS SYSTEM. ARCHiTECTJE PROJECT 1,, THE GLNEER OF RECORD FOR THE So AsTAUCTURE WITH WHICH THI6 DESIGN iS USED SMALL BE RESPONSIBLE 0 -. ORTHE INTEGRITY OF ALL SUPPORTING BUR WI ESTO THIS DESIGN WHICH IHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. CONTRACTOR. 0 'elARATe'Sr SPl,IFICSENFO ENGINEERING SMALL a! REQUIRED DI CI!DM Z ): 1RDER TO DEVIATE LOAD^o DEFLECTIONS, OR SPANS CANrA3NCD 1 EREIN. CONTACTTHIS ENGINEEi7 FOR ALTERNATE SPAN CALCULATIONS A5 10.V BE RlgUIP.PD _ Q d GEHCRCC AHD [K1E5 NO PROVIQE ER T I TH@ S TEM DETAILED HEREIN IS NF CONDITNNS E AILED1FOFILSIT(. FOR ENE CONOSTIONSINEER OT KEGINT FROM TIE CO NDTCONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED W E- ; . v O 1RCHtTCCT SHALL PREPARE SITE SDECIFIC DOCUMENTS FOR USE IN I- V LoLyy p O1 :OHJUNCTIUH t ITH THIS COLUMlNr 1. DESIGND T A M M DESIGN PRESSURES NOTED HEREIN ARE BASED ON N xL U TESTED DIVIDED B A ].5 SAFETY FACTO € IN = 1Y 2 = < 1.ppLLLy ppAST[NFRS TO BE Y."e OR GREATER SAEGRADE 3 UHLlSB NOTED 71'HE0.tYiBE,FASTENERS SHALL B ECADMIUM-PIATFD OR OTHFKill EDRRQSION-RESISTANT MATERIAL AND SHALL COMPLY WTM "5PFCIrCATIQNS In o i ,`R Z-T 66, �+ OR ALUMINUM STRUCTURE6"SECTION I, 3 BYTHE ALUMINUM ASSOCIATION, Q NC„ N ANY APPLICABLE FEDERAL, STATE, ANDPOR LOCAL CODES, U Q 1 AtLSTb RMPANEISSAALLBe24GASTEFLPkco24" M IX A STORM PR Nl45 SHALT CON OR TO S1M A557 TRUCTURAL U VTT 6 Q Li '.TH'L, G60 GNLVA I1ZED CO TMG WITH A NINIMV Wet K61 P. ALL ALU MINVIM Ex70.U5I0 N55HALL BE6t1fi3-T6 ALUMINUM ALLOY, W INLESS NOI@D OTHERWISE. i roP 6 BOTTOM DCrAlL SHOSYN MAY BE INTERCHANGED AS PIELV ,Q `ONOITIONS DICTATE PANELS MAY aE MOUNTS VERTICALLY OR -1 1ORIIONTALLY AS AT P LICABLE. 2 CONCRETE RNCI1001 NOTED HEREIN DHALLBE BM05DD60 TO J Q (ED CORCII ONLY. INSTALL ALL CONCRETE ANCHORS PER U RERS RECOMMENDATIONS, :ONTRAROR IB RESPONSIBLE TO INSULATE OR PROTECT ALL h i Q ROM DIWMIIAR MATERIALS TO PREVENT' ELECTA0LV5i6. FTRUITURAI P� a mm VEER SEAL AFFIXED HERETO VALIDATES DESIGN AS LT USE OF THIS SPECIFICATION BY CONTRACTOR, eL AI. it SE s�bt 999 CS O EA HARMLESS THIS !N rl@ F AH r G ER FOR ALL COST A O A RES 1 LEGAL FEES a APPELLATE PEES AESOLUNG FROM MATEAIN- (j m " R « « LL 6 E[ 7 :! � ID E, P�JjPI I U DN, SYNTeM ERECTION, a CONSTRUCTION PMCTICES BEVO,ID THAT J,LIlC FOR BY LOCAL, STATE, A FECKRAI. LO n6S S FROM 5 FTMI r. O 5PA1 DT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL 'IONS OR AFFIRMATIONS INTENOM 3R. CC R. A" 4ATTONS. ADDITIONS ORtITM ER MARKINGS TO THIS DOCUMENT p mMITTEb ANO CMJALIDATE THIS CEITTIFICATION .9 - (3 pE E LS SHALL BE PERMANENTLY CASTLED WTI" MIN IHUM OF (1) lAeEl 3 D FEET. CONTAINING THE FOLLOVYIN G INFORMATION, tl - B ii g^ LAMEATCANSNUITERSANDGLA;.IF i PAIN BEACH, FL 4 iie R 10 6 20], TAS 202 0. TAS .3 3PIOA PRODUCTAPPAOVAL NUMBER ,/ cwMU,1,PIAx NeNAwn,c 20-31543 VISIT ECALC.10181543 ;ra F17R s': ;>x FI: cc"uT :- S . -:. 111 -••-- 0 Mar BNFNIBsrNYE11PRL7M CDY8tORF I•RnAwHNIPL Puna ,snNYra A IlEPalvcra T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT f i 1 S sg ELT. l 3 4 f CIO' ik i L" # 11 i 11 °r� Y YI• Hood., Or 24 26• 2 ' [WMPuI 'U' He4a, O• 0• P 74' r 1L4" 22` JrO'- Z r 2 2 T r'. S T MOAdR, ZMI O" R r gT 3 7C 23" IS' 23" 11" 30• III' 11 3r ZY' 3V II• Xr rw I r , cA Rtle M 3 A" 2 A 317 A� + Afi" sT' O T,sak sells Miweil 23' 2 7Y' 2 2i t -ii• 6D• 2Y S7 50' r ^- 1 Bff IS 22-, fit(" _ �19' 9f it RS xl` M9. w4 m r 2 r Ia' Ae 2 1 AB" 7,Y ST Y H J Rai. O 0' O' YJ' Y4" 23' 22` 2r D' r 2S211, dt 2 a^ 2 aD" 79` A$' 2 r Ia" 30' flow 151p T3' 2T . It" 31^ tr• 3'.E' It^ _ 14¢k 2Y 2B 2a' 3T BT Eb' 31" tiT 26" 5T 3Y sor 1. Gnl t;' ,'> N y '7W Sit,' a> V6e 4 - t .0 11 -`o $ ?N 9 1. ' W ` ..x 3Wez 1N N4rr W bW „Jn i1 . •icwa w:: ""Z , '"'" eneerie". A. yr (n 4 1L)kfw OY4 NN IENN Y6-SC6n W ,,LOSE NI31EP IN AOLF AC +MI6 No , U-)r'2 NOS¢PAAAYIol'-so"SLAf1184EQV1Nmixi, PNN4,eNMNi?SIB"ATPN,,HInor Nt1H,I[+v Na:. Mvl MDUHRNG CDMN Tim naOVF. 51ACCIDSLYM. 'INlD . t10W,'MgLw M,Aai AWVf- WRAP D '1Xk 1 SAR 1 (' RE LW ¢ 1 W N. f V6£a a : M 1. l C Ir, P } P 4 A r WKIKIV NG IM/O .rlrM, aE,XAeq} FF AItA ION X41M GLA4A 1+MLL p Fl. 1MT IL NN a Y4elA APR.1!'S 7n WTN ! 29" twin. kJA WRNOPr SrRiN HCn T3} ANU NyR P,Y,fLS. A BrNly VY,'N BANES re 1Rstcs a IxT^alALso t Z 5 •MIFL3 MAY SNN IS, t MUM U P 1,0' M v MNO wit I H OF THE. SLA MN ,r%IIR PAA. ( Si3AFs Nu Q DDSWNG;FEN P)fNL r. uWHG NIY MI>V lHi fJ'iNPRIW.4W.'NM tN'N6Rt [!RAWTNIi Y. Nn L OPTIONAL INTERIOR FASTENING DETAIL N.T..S, (r) ,Z u NIa 41 z U) �R I PANh 3 S INRTALSI[^ M 1NTEPlD11 „�,y Ti ,[ D Ce W H O 1. al4 f'L.S, ROEWAUI eULT GP J ' 14 SL'RRw i1AU 9' ITA nevi J LM NUTA WASH RTC A,Nf l" LNJt21E 1-0 Q a kt�yd a.�l AifI '.. 1E1 y1� ia+r 1"MKMNF SPNa W1WAS 11.1 '-:,. , 9 I ��!'i ,*,1,=1r1 e L ON MPu1n 0NN a (-� Y� ( 18fi... t'T 1 ON MAeSACYNI ANlii 1- S) Some NNN P4r p E, avaNn '.s iR ,.frJ al Y A 1 �' I r , 151 ■R EIAID, Ce, s■ i C' r5 i !' Th,i CONN, Him As seq'a InN3,w 4NLNi7Px 41 4 ,.. kd5' eat tomism'k SOAOMO LA NNi.n,e Nau3W 1AaN..;w v4 uTAwfNWAN'," 20-31543 "WOOD rRVNI W.e APIice AI not. AO)A vn - nOPTIpNAL EGRESS PANEL DETAIL _ INIkR1UR IASTL NINC, Al +-A N O (n M O .4-A v q) O � -70 C M 0 a- 0) � � � t- I-)(` -0 0 _ � - -a o = N i O Q = O L,•1 O LL- (10 V � = 1-1 CIO Q r-E---• _ �� O `� m x Z W L cc C7 0. U) }' Q K U) _O !/M �, x d y E � = 1 d O .4r -C '4 __ Cr- E' ' 3 k, •O\a-, �7 t� el > c cw I ._ r s. V) n' C E CA p4 LU - 1 - mi .1i i',q " ' ',,,, , 2.2W, 11 009A" J 0 9S0 2 250'• r ) O,Orip' v aluu x r 2 2�" also pg4n p 110011 Ir P Lxlr V.C.. E211 D�094" I A�L25" 8:094"� O �. oN V` 0.I35" g O ]O GA 77,, $ ISM id Q0,094° •.D6 �- )1.120" �, P TYP. TYP -d 1 T ��^ u "N0.052" .062" 7 L 930' 1930" 1TT-"''�� 0,062 375^ ,062' �J. ibrL25" 1.000" IN� I LAS-12�0101. - - 2.000" , 47020" � -"I 2,000" � -•� 2,DOn" I- rYP - .'?., I . Q V• HFAOF 4 PlE ,I -PAN CLOSURE 6 6 4.121" 1, 180" 19 M• �N1Fw N5Z IS MILO-OUP g,313"el., g I.BL I.S604- �1,560" 510 3.3w1'79A-Xy ;L�7o Q196•".'"'� �{_n004555" 0,178" 0. $1 S"p" a:d V'Z 12.500" PANEL COVERAGE r 'il {"' 5" ��II I�I I• OI w -4 � r r6655' 0. 0.35D' 1.007" ' I%" N R, i1 111 AEi.Y-+ tl524" ..290" DASD. ♦ W YW' 1�4.8A73"�P�ANpE�rLa L�ENGTH nB.�, t� 0. 9" :/ AI IEJ�- OIRECTIUH HAr FF G D85' nz O.1T90" 0.090" T� 55OO .3DS T- 0 7l0" + 115 Nut 0. O. I 0 735" -�-- 2 5 rra rrP �tooq:�ol°"" 'D,7oo• U'1 Ty D.090" 0g, LET TOY BLRLO-OUT 7 7RACN .-.'T" m.LDF �'E' ANry iP- IR" N' ¢n MNc r 'V lTJ-'-- l°r'-"""' rL REYNOLE] .*ER g "J 1 : 0086 NN (Jr 0 376"� �•-• D V "2 Ili - 'I, Vlrl ,'a III I': Z 6 'T Sc re 1 MAT YL g ,': .T- :� y_11_Le I-•-].000` 0.125�+ 6Ttse0 LL w W g� R e i:"::--vie -Adt IF37ENOEmj x;- 6^ D I g A.. 4a "r• ANG E All.HIli =Sm- 1,000° .'`c0'n C1i"CCkA.CA11p 2 n I., I, U3o OVERI}f P 1,'R ;N 117 NI I r I '�( 'Vt 4" MAX. A COD.IIERCLDNIAE DFTAIL 1 x�,25" MAN. E- 7 .0 N� •+ �' 0.1GIS J' , �IIr -5 ErL O .25 MAX, 1 Cr MAX .;L-4u "'A ,` lCr :[: Ira.rin . ,I,Y,rT. r Hnl.",r II<rx B D OUT r Nc n+ W _ , o r w, J � V�` " r , � I! Of'orANCF. rn r e Q P Ar r'rT / 1,000" J Q \ 1:I7l, e. :,.(tie:'+ ,. 1... LLI:a, I. .YI EMBED ql ',x L Ani , 4 C$ N' ipE 1.00W 1 . a . "1 -] a•. i; .r•r'MA,.P :, IM Fa :ee . rNec+ � lcr n � I i a f a d OVERTOP ,932D"ti [ r ff Li ii l SIl L'-a mu's ,NI I r.n I N N R s I'll A .23" MAA lI '! y 'nACFL'1•5 , TA Y - �{ I MIN ,.v`. Tr+. {p9 1• " i Y J. Lnt .. -W u ia• . I AP A "F J 1. 00' E :YJ. Hl. el} J,•MAX, r y I1 Rm•arF' MIN R L 'A ll w 1. a 000 s + r x1 AArr w,A nri ,r N +'a :uuOgy]ERGO6lIRE PFTNt -I-EMBED %r•:u 1^! NP S�MAr'na1411x u 10 e1 '� 1 v TMP MOUNT CW6URE pELAb 1' n•�TLI"v q0z�S� •i,I N„ 1 B2 r M z !1`.� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELL. PANEL FASTENERS 9 12 5" I; C _ 2.5" E 4E DMJkNCE � -I, ,iF "I N o, De6P.. AeCNDR PRFEsIINF TAPE (Par) Sm P UP TO V-01 SPA LIP I. - BAN UP TOI#-111" CONN TYPE C] C2 Ca C4 CON" TYPE CS C2 - C4 3 CONN TYPE C1 C2 C3 CA 10 11 4' CNDIL ! _ nEr Air ulrrACOq M.'iw ,. q.__..,....�� - tl--•"'�� YL5 16,0 I. T' 9.9" li.s 150" 102 6:a" 12,4 16,0 9.1 8.1 12, ' 16.U•lt a' 60• 1-- ]d 0" B,l' 5.5' 12 S" 6• B7' SS" 11.6' 12.e' 1i d'101' 1tl. ' a.3" C 6.e' 6 3" 12.6' 12 S ]d O" 1a.1Y' 9.1 II l • 5.4- s.4" _ .. 12.5 121 1:0 i � I6. ` e.] 0- 6.4' SA' '25' l 160" .i` S1 li5 d0" 91 _ 50" 12 5' 12 IB 0 R 0 R _ 5 4' 561 IN ! J3 Dn,NT U LIRNON 41 4B Pt_�� sx Er'^'^"� 12 1.5' 1i-.* i-1 1.5' 16.0"1611 12.0" 125' A. D']3/ 10 125 12.5 16a 16.0' StlD"l49 139 ]19' 1 5' 12.5 ]60' 168I 1L1.9 11-9 9 1 125 -�•, l29 160'12.0 -�� la-D SL9 96' 9-3, 12 3' N or 13.B'• Il. lzs • 3 a•' 11.s•' 9.3 • u s 16 D' I P 9. f•' 12 s" 16.0' ILVI 0.5' 12 5 16 0" 13:0' 9.5 92.51 16 0" 11.9 6,3" 11 I/4'ryLP�MPNWn 37 ALL /61NT68°LIO 9Er ,, L.:..:a 1 44 Ad (� 52 '" Lam' 72 12. e" ]e O' 16,0" 160' 115 Abs" SST" 17.4' 125' L6. D" 34 tl" It. 6" 12.4" 16.0 16.(Y iS,B" 12.5' i6A" 12.8 LD,B" 12.5" 16.0" ]2.5' 10,1" 12A 12,5' 16.0 156 MCI 14,4•' 13:3" 12 N 12 S' 1L IB O" 16 0" 12.5 IL!' ME" lab" 12 5" 12 9" ISV 12 5' 16,0" I2.5 IDA" 121L 1L5" ICO' IL 5 Me 12 5' 16 0" 1L3 121L L2 5 16 0" 12.5 10,6" +J•" J MNH I; NR I 4 1 " 4a x 52 72 128" ILI IS O,law 16,0. 160' 1S D' 160' ,,k 12.5 I50" 160' IN 0' SS.7 14 I" u 4' 12.5 ME IB 0' IS 160" is, SS fie it )' 1 2.6" la D' is Cr l4 l 12.1 IS U- 113 l r LT Ia.O" If,S' ll 1" 1 5' 1.. 16,0 ]d 0' T 1.0 125 1G0"1 5 5 112 1 2 I 6 6D'IS, J' It. 16.0 35 1l 2'!25 ]60 _ 185 41 l25 16L 15, L2' 2 S EDGE DISTANCE z Ill 0116"r1Df'CNO CD 33 nor MI A,INw:e 41 48 ppN,�,,....�,.,,�� s2 q--""".'""P 2 Bay, 62!' 6.2v *I'll ME 12.8 I1 S' 1 03 43 ,V/, n is I69 6T 13 T' ` 615 425' J lt.T" S. 5" , '�y' 6.16 625 / - r I D! / ,''. 9 5 T 174 .1.1J"'H1N, 73 11-NAI ill + N. el: 41 46 d-•-r� 52 EY-i 72 a.25" 6.29` 11.3" 10.8' 61S 625' 9 3" 9:3" 675 6.25 25" 1r162 B•' Y2, 4" 9.3 16. U' 7.3" 15.6" 6.0" 7.3' Sa' 5' 12 S 625' 3" 13+" i06 S 2" 4.2 !.0" 60" 4 25 6 25 625 13 1'. D" f�E' 107" .1- n.S" 6,0" IN" r I -US. HtNFn 33 RW e.s TAPCWJ 41 4B S2 72 123" 133' S1'• S.0 62" 10,7" 41' 40" 2 IO,T" 4]' 4.P" a 5' 12.3' 4.7" 16 sits' ]07' 4, D. fi.25 107- 4.1 4.0' 4.25" LET" 4.1" 40' 625' ]07' 9l 4,0" 6.25 10)" 4,1' 48" p Y IiA" [ /Jx• FrIHYII ;; ALL wDIrs 50uD SR a1 4B * *42 ��L 1• 12.5' I. V. 14 ' I1 3 12 5 1a tl' 9 i 7.B" 12 v l° a B T- 7 0" Si.5, LTA If Y' A]" 12.5 16.' 78 6.3" 125 16 D' ]R' 6.Y' 12.5" 16,D 9.7 76" 1L5. iL 7.7 6.2' 125" I6,D 77" 62" 12,5" 125' I6.0' 9.9" 3f.0' T1 72' S.2' 115 S1.S 1640' 1d.0 "TT' 77 6.2' fi 2 12.5' 12.5' 160 77' 7.. Ifi.O ] 6.2" 62' 4' -.1 H'EMBED J! 33 NrwNl r.T. . a1. M y- 52 11 119. 16,0' 64 3.9" 623 Ii3" A ' A 41• A2s" ta.3" 4.0 33' 12511 4 2 462 4 5 9 3 36' J. ! 625 92 36 1.3" 4.25" 11. 4.4 4.1" 625' A2' 1 3.3' 625 92' 3S 33' 6.25' a.2 S' 106' 4.1' 9.2 3.5' 7B' T,3' B, 2i 623 02" ;,5" 1;" 625" 41" A8' 93" 9, 3" N" 13" lIr-�� J( I' MAN aE1TSON ANCHOR PRESSURE PE P 9F P n A' -I.- .4. to Ili W-M 4i h I COMA TYPE CONN TYPE -1 '� L3 CR Cl Ci C; C 4 COMA TYPr111• Cl 1 I Al. 6t-0. 41 /6 52 2 S" 16.0 16.0" 10,9" 12.5' Sbq" 16.0" 7,5' S2,S 16.U" to :.7' I, T Is U Isar 8' 1 a 1 Y SaA" IS.P 5.1" 12 Y' A. ' 1 e f 0 ♦ 6 P" 12 S' J' 0 16 0 7.5" 12.5 160' L47 l2. " 4 6 1 ,U 1 7 .0 Id, S' 11 16.D 160 147 6.9"12. 5 6,0 42Sl 16.0'l4] 60 E " D 47 BO' 2 1 5 12IF 16.tl'SLT 6a' 15.2 1 a➢ O qq Y .24. i C14a". t"1" 33 YNDObC n" R 41 N 11 72 2 4 S 15.0 1SU 101 ' 12 5 16.01 17 0' 1 S' 0 10 fi 6,2' L!. 4' f 40' 141' B1" 125 15.0" 9,7 S6 125 26 1v.0 9:7 SAS' L2.5' 13 s W51, 1 12.5 1-.5 16,0 ILO" 16 O 11.1 ISO, 96' l 0 12 S 6.4 t1.5 S.d" 25 1 16 0 16A' 169 9 6 5 a' B.5 S-B' 96' SLY 12 4 le S 72. 5' 16.U" 9.A ! 6' ]e-0" AB 3B' S6.0" a6• A5" e•Mt 3/4"•1] C 0 D 3 T P : "FAS' 41 A W yy 48 'I` n� 52 72 16,0 1.6 0" 16.U' 133' 12 5 125" 16 0" 16.0 17. " 9,2" 2 6' 325 16.0" 10.2" 16.0" 9.2" 36,0" 9.]' }6.D` 9. /..: 16.0" QI' _' l2 L2.5' 12.5 1d.0 11,4° I4.0" 1013' 16.0 9,1' 125' 12,5 125 16A' I6�0" 160" 4,1' 9, t" fll" 25 12. T' 7 I S 7 i ' 0" ENBEV 3 V Y S" 7 AIr Y<+lr"'[NYn•" 41 WOOD Fiscus; 46 52 72 l2. 6. 1 O B•6" 7. " 7 12.5' 1 5" 60" .1 12 8' . 4 13.8'• 5.7 5' L2.4' 16.01.0' 19" 12 S li.s" 4 ♦1• a' 0.23' 12.4" 4.8 4I" 12.5' 15,4' S 9 S.0' 6 5' 2 T 12. 7' 4 4 .0' 6,25" " 4 ]7.7 .7 410" L2. 5" 1 • 1.I 3 .. 4.T B 26 12 P" A . 0" 7 6 15' 12 3 • 4 ➢ 4.T 625T' J23' 4P 4-0" O,2S' 123" 41' 4D" 8.2]" 123" 4T1' •.a" ANCHOR NOTES: i ANCHOR SCHFOU LF APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM A UELE ANCHOR S PACING, MAXIMUM ALL OWA6LE 5PAN6 AND PRSURES INDlCAI' ED Ilk S2HEDLE91AAPPLY 2 EENTERANCHM SCHEDULE BASSOON PANEL FA57ENER6'ACLNG, THE EXISTING STRUCTURE MAT RIAL, aANCHOR TYPE SELECT DESIGN LOAD THAN OR, ALTO NErRT1VE DESIGN LOAD ON SHUTTEP AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECI CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (BEE MOUNTING DETAILS ON SHEET 2 FOR IDF NII FICA rION OF CONNECT ION TYPE). 3. "DM1KFL FASTENERS" ARE STUDS USED 7N LYINIUNCTION WITH ALL MOUNTING EXTRUSIONS ("F•-TRACK, 571JOUED AWLS, ETC) USE 6-25"OC PANEL FASTENERSPACING TABLE VALUES FOR ALL ^II"- AND "U"-HEAVERS (INCLUDING 9UILDOUT 7ONOITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA'Z1URER5' RER?MMfNDATtCxuS 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM I'D ASTM C90 BLOCK, 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM EMBEDMENT AND EDGE CISTANCE EXCLUDES STUCCO, FOAM, all AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMREDTO L/4" MAYOR SHALL BE VElkinFLI BY OTHERS 70 STRUCTURE ADE AT P NSF- ( HOST R QU ELY CR LOADS O 05 +T UCfURE. a, GO Li1ElE AN_FIORS NOTED HEREIN SHALL 6E EMBEDDED t N- Y N COOED O U CRPo NED CONCRETE ONLY 9, WHERE EX1613NG STRUCTURE IS WOOD FRAMING, EXISTING CC1ND[TDNS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INFO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10. WHERE ANCHOR'S FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER ShALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN,) WOOD STUD (Y' EDGE DISTANCE IS ACCEPTABLE FO0. WOOL) FRAMING). WOOD Sl UD SHALL BE SOUTHERN PINE" G-0,55 ORGREATER DENSITY, LAG SCREW SHALL HAVE DHILLIDS PAN HEAD OR HEX HEAD, II E A REMOVABLE ANCHORS RE DEWALT VANELM1IATE, ALL -POINTS SOLTV-SFr a BRAS BUSH WG L2 MACHINE SCRIM55HALL HAVE If2" MINIMUM ENIGAGEMENT OF THREADS INTO THE BASE AN040R AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIDEWALK DOLT) U N.0 13. MINIMUM EMBEDMENT AND EDGE DISTANCE ENCLU DEIS STUCCO OR OTHER WALL FINISHES, 14. r DESIGNATES ANCHOR. OJNDIHONG WHICH ARE NOT ACCEPTABLE USES. ,5 III DIRCCT MOUNTING CONDITLDNS 6 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE RNCHOR 3k:HEDULES IUSTEUI ON nits SHEET r� oa z I;H-m a� �,I g1n ffM =irsi O it; i _ >V0 G < W . n ;Au Nr s O At m I#w -W 3 c V W 1 W b in LA (� _ 0 Z Q LU I, I §*T a = *` to f n z Q Ln U a� W b ly Q u Q All �gg 9 IIi (1) �a1 I W M O L- W 0- 0- (D -+-0 U I . M O U '(D v co In ZQ C C Z Z I n_ SHEET NO. SH 1.5. ft