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Home My WebLink About36434 Well Hill Way1. L idil&Ad- lk-illik FREMPwil rT 191" 7 V) �81' C> �2 �2 1 LO Z�! �2 1 CN C14 r10 Cr C.0 C> �2 �2 1 LO Z�l �2 1 !""3 Cq C2 Cr (n C14 CD C14 E E 0 M CL 0. -S r 110 C14 C) C14 C-4 0 CL C=� C) cm Li U-1 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Ar-Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handier Unit FR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REOD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or GaIv. Galvanized RO or R.O. Rough Opening BLWorBLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BID or B.P. Bypass(door) GYP BD or Gyp. Bd, Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing H13 Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or 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) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KIWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB TowelBar CONT or Cont. Continuous LAU N or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T. 0. B, Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS 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 DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMIF Decorative Masonry Finish ML or M.L. Microlam Vorv. Valve (shower or tubishower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof/ Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or WA. Wedge Anchor E LEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HOR or WDW. HDR. Wndow Header EXP or Exp. Expansion PL or P.L. Parallarn WH or W.H. Water Heater EXT or Ext Exterior PLIF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or PH. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWI` Welded Wire Fabric (Mesh) FIN Finished PW or P.W, Pre -wire FIN FLR or FF or Fin. Fir Finished Floor PWDR or Pwd. PowderRoom REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. 07-05-23 8.1 REV. LT BAND TO 12" PER C.M. Sol MEN mom Mi MEN, IMEM11 on 11 MEN IN III M0101111 I A T on MEN OEM on I MINI] 100M� 1] NNE1 1] MINI], 11 MEN mom ON III I I' M� ONEI NI OMNI I I " Ell IFE71 IMIE10IE1 N IEIM1MIE1 ME IMIMINIE Mrs 111 ITE I 1' IMIE L I" Ll I IT, N- Lo mimimi ;�--i 10IMIMM Lmi IMIMI - UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 UNIT TOWNHOMES (A C C C C A) . 111 11 AIV, —JQ 4116: 1 L k- 6�u NIT TH (153211111111111111111 1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN - RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STID 8.1 ROOF PLAN - STD 9.1 FLOOR FRAMING PLAN - STID 10.1 ROOF FRAMING PLAN - STID 11.1-2 ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WID WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE F13CR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and e&w.vO by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby,shall,not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and 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 Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 5 10 �-r 'D L =7UJ H cr) "CM 0 '1 C14 Blip— cy) CO. CJ Go 0) Z. G — ev M..Z I: rc � $X 7;6 Z, A* C14 C=) cli N No PE7875 .0 Q --Z R I It To the best of the Engineers knowledge, information and befief, 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. C3 8 V C U5 Q �s �-) C? 7 7 co -, LL Lau C-, s LL LL r 1131 'a 0 0. 3 -.1-1 8 0. W 0- OC :S.—COMW2 M Co N W omr-�; -�� W 05 �r-z Z Co 0 �y L LO C13 C14 60 E3 Z < 110 W 0 C14 V) -9 0 Om 'n UL. L" -2 0 LU V) Of LQ -5 L=,u E 8 U C� C=1 C.C> C`3 C', U- E E I 1, z ti n oo_ w X .0 U 0 0, ZE Zt b < . o Z Z C .0 10 Z Z < w Zo �0 W C', 2 5 M o z 0 c1l. zi< 0 .2 (a 906 C`4 M 0 CD CU U-.) =3 Cr 76 60 U) 2 Co :3= C*4 0 L0 Of) In N 0 C:) a) < 04 LC) E M E T— 0 Z E T- M E0 0 '0 < JOB NO: 23-13125-13130 SCALE : AS NOTED SHEEF NO. 'I , I , � if I 1 1 1 , , — I'm I I 17-1mv, C-4 r�o L0 U) 0 -0 -0 C.0 CD r.-) t2 I Ln C14 C4 W� C14 C.0 Ln F__ Cr C/3 0 -0 -0 C:I 0 __j C) 110 �2 1 LO �2 C14 to �S 0 =3 Cn c14 CD C14 a n_ E E 0 Cl- i� .2 C, Q 9 A LZ C14 C) 04 C14 C3 CL_ C14 C) C14 C14 ck� LLJ M lz� V) 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 FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN v Uj U-1 Cn CONTROL JOINT DETAIL SCALE: 1 1/2"=1'-0* NE .0. #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR 0 FOR EA. HORIZ. j REBAR, TYP. U.1' TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. 4. 4 4 A 4 4 40 11 0 A 9 (4) #5 sk REBARS CONT. 4" 2'-0" 4" ___7 0 _714 CMU BEARING WALL FOOTINGri SCALE: 3/4"=T-O.. k 5x5x3/8" A36 STEEL BA C__ A 'IrT ur) I I I #1 5" SECTION A —A IIIIIIIIII011 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN rFM24� BOLLARD DETAIL ��j SCALE: 3/4" = 1 1-0" SYMMETRICAL 18'-4" It 18'-0" It 18'-0" 1 134" 3'-8" 1 3'-8" 13-4- Lj 1-0111 1-0111. 13'-4" 1 VERIFY VERIFY 3'0"x 3'0"x 1'0" VERIFY LOCATION OF A/C AD Pj LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD 3'-O"x 3-0"x V-0- (2) #5's PAD t PAD PAD w/ (4) #5 E.W. HOSE 2'.G"x 2'-O"x V.0. tW-HOSE HOSE 7-0"x 2'-O"x V-0" 24, x 7-0"x V-0" BIB w/ (3) #5 E.W. RIB BIB14060//— w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE CONDENSATE C-) C51 CONDENSATE .4 `4, 4' ELEV. FIN. LINE LINE OIL 4' ELEV. FIN. OIL 4' ELEV. FIN. LINE 0 -1 CD A*I Lu C1 CONC. SLAB W (3- 0 CONC. SLAB 2 CONC. SLAB \, �3 Q,/ V-011 V-0 En L W ir ol'. 4" 6'-8" T- 10" 10 3'-1 2-8" , 2'-8" 3'-1 3'-10" 61-811 6-8" 3-10" 3'-10" 7-13", 0 40 44' IN. 7 4-1 -4 1 1. N MI 1_j� i q 1i il q IE 11 MI �_jr *,q 7 0 l_ Cn PROVIDE 1)LRE�CESS -OR — — — — — I PROVIDE 1 Y2' RECESS FOR -1 — PK� DE 1Y2"_RECESS :OR -0 F_ -1 C.� 9 ;it F_ TLdIN-G GLASS DOOR. EFER160- I F �L_1Wn1_A9'SD60R.RE_FTk1T_ F SLIDII IG GLASS DOOR EFER 1 1 I MASON'S SCOPE FOR WIDTH MASO q'S SCOPE FOR WIDTH MASC N'S SCOPE FOR IDTH I , PROVIDE LINE FOR 00 L PROVIDE LINE FOR 00 E0 _j 00 ICE MAKER ICE MAKER 1 rr 47� 1,, �3 r7i� 4 INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. 1/41 ,771 1-71 TO BEAM W/ 1#5 REBAR VERT. C� MIN. 3000 I- 3Y2 Sl CONC. SLAB FOR 7 1 11 'A ABOVE SLAB. TYPICAL @ ALL �2 Cl) HERNANDO RNMA:NDC COUNTY ONLY. 3Y2" MIN. I Fn CO -3 PLACES SHOWN HOOKED FTG. jj LL. 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER DOWELS 17" EMBEDMENT W/25" EXT. ABOVE SLAB. GRADE 40 STEEL 55 TYP. @ 2-STORY LIN . 0. C? 2n Cl) ME T-0"x 3'-O"x V-0- w/ (4) #5 E.W. OP DBL. SINK w/ BL. SINK wl DBL. SINKw/ C.j. DISPOSAL zo DISPOSAL C.i. C.j. DISPOSAL c, r) 11 r.) III L_ _j III L _jL_ -ill L — — — L�7_�� 2 L — — — J L — — — E EE El 3 EE =3 t I 12, 5'- 6-98'" 12'-21" '-C 1 O�, t 12 _25 5 Qj I of PWO 1 14'-6'1 3_101. 3'-10" W-2" 14'-2 T-10" A r_1 __1 - I I I 2 r 9 9 CD 210 OL 0'-0" ELEV. OL 0'-0" ELEV. OL 0'-0" ELEV. -7 1 .7 FIN CONC. SLAB \)w FIN CONC. SLAB FIN CONC. SD�B C.i. C.j. C.j. 00 rGG"\ rGG""\ rGG I I -_ I I IT \, �3 \, �3 \, �3 @ FOUNDATION @FOUNDAT @ FOUNDATION 4_4" 16-0'1 -0" 02', 0 t 2"0.. 1 16' Tj 0 C? 10 10 T r - - -I j -7 L IL L i 0 0? -7 IELEV. APPROX. I il-1/2" BELOW F.F. I ELEV. CAN BE NO IMORE THAN 1-1/2 (zi L L iBELOW TOP OF __j F EGRESS DOOR ITHRESHOLD. FIELD 1? (0 OP iVERIFY ZN .1 EO V H H. I cli - PROVIDE 1/2' RECESS FOR PROVIDE 1/2" RECESS FOR __j 19 19 L F R PROVIDE 1/2" RECESS F LFRONT DOOR. REFER T f L FRONT DOOR. REFER TO REFERdT A _0 -1 L FRONT DOOR. WA95OW-8 9MOPIE —FOR WIDTH 2'- 01 7_1 Oil` M 9S_0_N'§ `S-C 0 P ETFO R W I D T H MASON'S SCOPE FOR WIDTH 7-10i'l FM24 FM24 FM24 Ila Ell IIIiIi IZf 101 .4- 4" [j -4. X V/ 4'-0" )0111 0.1 1. 0.. 0.1 01, 10'-6" 10'-6" 1 0. J'-Ol 4'- -8 4'-0" 10'-6" of 4" ELEV. FIN. ;0 9 ce) 4 -1 b 1 4" ELEV. FIN. \-rCONC. SLAB LO jj-\-4t'ELEV. FIN. Ak - CONC. SLAB CONC. SLAB d C.j. C.j. C.j. 4-- 0 9 9 C) b 7 Lu Uj C.j. + C.j. N 04 _ I I 16-13" - 04 3!.O"x 3'-O"x V-1)" w/ (4) #5 E.W. 1i ELEV. APPROX. ELEV. APPROX. 9 F A 1-1/2" BELOW F.F. F 1-1/2' BELOW F.F. Lo r5 5 ELEV. CAN BE NO ELEV. CAN BE NO r5 5 k1ii.) MORE THAN 1-1/2" MORE THAN 1-1/2" A BELOW TOP OF BELOWTOPOF EGRESS DOOR 0? EGRESS DOOR 2'-6"x 2'-6"x V-0' U') 2'.6- x 7-13" x 1 A' wl (3) #5 E.W. THRESHOLD. THRESHOLD. w/ (3) #5 E.W. C Cl) FIELDVERIFY FIELDVERIFY 9 S3 "SEE S-3 FOR 09 RECESS OPT." 60 L 50 OP &4 HIOSE -7. B BI lei sk C�IL Tlv _-P 16, '-HOSE I HOSE I*, Ill, (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL W/IN FILLED CELL BIB BIB W/IN FILLED CELL V-8" 81-0.. V-8" V-8" 8'-0" "-8" , 6'-8" 6'-8" .11-81, 81-01, 1 '-4" 11 '-4" FOUNDATION PLAN - LEFT SIDE SCALE: Y4"=V-0" d" to Uj C* vl� W C3 ce C-A co �0< cc 06 C,2, &2 VIA C=� C14 2! LER/L!'14,., E N No PE78750 '0C Z STI OF 4� A, 0 R 1 41 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL W 'OT E 8 0- C-0 'Wo LL' LO Z L-L N 0 (L UL le ca LL LL 0z 0 z 0 Q� 9 C,4 Co uj 0 r, W < W U) z 6 a� 0 Lu LO z UM N < 3 z W C, ,C C V) .2 U_ 4-, 0 LLJ V) l-- U) _LU 0 E 8 C) 0 MID C�> LD z z < ca E 0 Z� 0 0. 00 co E Z. z,< 0 W 0, 'Z �0 z 0 0 z zu �0 R -Z W 0 < W C`3 00, zo: ou 0 -T- > Qoo 7 "q:d- cc 0 C.0 T_ a) (.0 C�j M L_ M LO 50 M 4-a 4—j 0 LO ce) L0 —0 -0 (0 C'4 0 C:) 04 C) E M C`4 C) z E 0 E 0 0 'a _j < JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 2 . 1 i.- L4 - A =_-k1LkLjIuLJA1 lfluL,11 �.AibLildi Amk"IAli _i I 16L I __ . . I. —I. I ' - I 1' 4 '_ ij- - 171 C14 L0 0 -0 CID C) CD C) r') �2 1 L0 �2 C14 C14 C14 CU V) 0 -m -0 CD r- _L C) �2 1 LO �2 1 tn C14 �2 �S Cn C14 E C" cu E a .2 LZ C'4 I=> 04 C'4 C*4 CD C-4 04 r_j W 0_1 V) 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.f. 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 I 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) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN % LU v LU A Cn CL 77 CONTROL JOINT DETAIL SCALE: 1 1/2*=1lm0" #5 CONT REINF. SEE FND. FOR QUANTITY 2, #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL �6 6x6 VV1.. xW1.4 6 W.W.F. % 4. 4 4, C? 4 A (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTINGri SCALE: 3/4"=l'-O" k 5x5x3/8" A36 STEEL BA 9 '0 kll� I I I 11 5" 4 SECTION A -A IIIIIIIIIIIIII0.1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN rFM2�4 BOLLARD DETAIL ��j SCALE: 3W = V-0" SYMMETRICAL 18' VERIFY T#x T-0' x 1 1-0' ':PJAD LOCATION OF A/C w/ (4) #5 E.W. - PAD -HOSE BIB -2'-O'x 2'-O"x 1'# wl (3) #5 E.W. CONDENSATE I d LINE -4" ELEV. FIN. CONC. SLAB L2'-8" 3'_1011 31-1011 1 6'-8 18'-4" VERIFY VERIFY LOCATION OF A/C I P LOCATION OF A/C I PAD LAC PAD (2) #5's 3'-O"x 3'-O"x 1' 11111;4 w/ (4) #5 E.W. 2'-0* x 2-0" x VV 2'-O'x 2'-O"x V-0" ASS!, P" - - - - - - - W/ (3) #5 E.W. RnswoO w/ (3) #5 E.W. i 3WN 1 W 10 CONDENSATE 7�m F CONDENSATE OL 4" ELEV. FIN. LINE LINE OL 4" ELEV. FIN. WA& ; CONC. SLAB uj CONC. SLAB C> 1. 0.1 W co 6'-8" T-10" Z-13", .2'-8" 3'- 10" P-Ro' m V/ I I HI P/P 0 0 0 0 F/F L_ __j 0 r PR( �LIDE 1 V' RECESS FOR PF OVIDE 1 Y2" RECESS FOR PROVIDE 1,,2-IECESS FOR 2- _G_ SLII ING G1 ASS DOOR. REFE I TO F -81 DIffnU%nG7. RM R TT_ SUENG LkSS DOOR. REFER TO 9 IF I I F 'OPE FOR WIDTH MAJON'S S ' OPE FOR WIDTH M� SON'S SCOPE FOR WIDT1 I I MAS ON'S 51, I 00 00 _j to PROVIDE LINE FOR ID . Dr%vinci mr r 0 PROVIDE LINE FOR INDICATES FILLED CELL W= I L( ICE MAKER ICE MAKER I F ICE MAKER PSI CONC. GROUT FROM FTR. r7 11 m�_ TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL 3V MIN. 3000 PSI CONC. SLAB FOR 471) co MI PLACES SHOWN HOOKED FTG. I HERNANDO COUNTY ONLY. 3Y2"MIN1.� I �11 �2 1 �2 LID MIL DOWELS 17"EMBEDMENTW/25" 2500 PSI CONC. SLAB OVER 6 MIL EXT. ABOVE SLAB. GRADE 40 LL VISQUEEN VAPOR BARRIER ji LL T_ �2 STEEL I Z 00 DMBBISNft/ 00 I C.j. DBL SINK w/ DBL. SINK w/ to DISFMSROSAL C.j. �0 DISPOSAL DISPOSAI,_ C.j. t 19 r55 -- 110 11" I'll I r" 11 rj I� 11 '� 11111 IL _jL -il I I I IL _jL JL_ _j III 1: - - - - 2L - - - L JL - - - - L JL - - - TYP. @ E E -2 2-STORY U.N.O. 12 6-9j" 5'-1 q' 5 -9j 12 25" 9 40 1 D1 ED d d Cn 15- IV L. 14 -Z 11+ ne Air 0'-0" ELEV. OL 0'-0" ELEV.. FIN CONC. SLAB FIN CONC SDK-B- C.i. C.i. (BG GG\ —T- \Z3 3 Ca I @ FOUNDATI( 2'10" 16-0`1 16'-0" L 2 IL i I IC? ;0 L ZD 1H VV,'I C14 _j S3 I OVIDL10/2- 7 RECESS FOR F IONT 0 R. REFER TO 1 oil. ON'S SCdPE FCFR WI Im , mi F 1,011A .4- 10'-6" JO' L 011, 414 4" ELEV. FIN. C' CONC. SLAB'�/ MI C.i. I x 9 C. ELEV. AP Lr) OR 1-1/2-BELO r55 ELEV.CAN MORETHAN BELOW T EGRESS 7-6'x 2-6"x 1'-0' LO THRES 9 W/ (3) #5 E.W. F-) FIELD V _3 21. L o? (2)#5VERTICALS-- WIN FILLED CELL V-13" 8'-0" 1'-8" 10 a-lu to OF I U 114-0 9 1 7 1 -0 10 L- OL 0'-0" ELEV. FIN CONC. SLAB 00 co 1 1 @ 2' Z4.' 164' ;o 7 -I r I �2 L i L i __7 1 1_7 ELEV. APPROX.1 1� [0 1-1/2" BELOW F.F.1 1 44 ELEV. CAN BE NO I I I � kl., ' A,)' MORE THAN 1-1/2-1 BELOW TOP OFi EGRESS DOOR THRESHOLD. FIELDI � �K o? /0 K� &D CN VERIFY �3 __TPROVIDE 1/2' R _j ECESS FOR 10 tONT DOOR. REFER TO LRO�T DOOR. REFER TO —7 _j I IiROVIDE 1/2" RECESS FOR oil. 7H_ MASONS -SC6P—E F0RWWIDTH __j '��LZ-1 Oil' MASON'S SUPE TOPR WI—DTH 04 fFM24N 44 j Jim 1111 Imi I 01/l/A I ml 4. v 4' 11, 11 o E (///,I Jim /M I. 1 11 .' " 11-8 0 4'-0" ;I_O",;IOII1 10'-6" 10'-6" _01 4'-0' �'_01' of 0 *1 Vi I I __v 00 F OP 19 ;? I 14" ELEV. FIN.. &D -4" ELEV. FIN. OD I CONC. SLAB CONC. SLAB fiw�o \' �j 2 1 C5 d C.i. c'. t 9 z J. + C.j. LU 0- -1 5'-8" 1'-4" q CN 3'-O"x T-O" x T-O" T-0" x 3'-G'x V-0" PROX. op ELEV. APPRO* 1--9 1 w/ (4) #5 E.W. 9 wl (4) #5 E.W. W F. F. Al� 11-1/2' BELOW F.k LO BE NO ELEV. CAN BE NO 55 1 r55**N Lo 1-112" MORE THAN 1-1/2" OP OF BELOWTOPOF DOOR2_9 EGRESS DOOR 7LOt Z-6' x 2'-6- x V.0' HOLD. LID THRESHOLD. w/ (3) #5 E.W . ERIFY FIELDVERIFY __j 3 9 L f L N S3 lSE HOSEJ BIB BIB V-13" 6'-8" 6'-8" 13'-4" SEE S"3 FOR 9 _j EIESS OPT." LO HOSE BIB (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL W/IN FILLED CELL 8'-0" 1'-8" V-13" -8'-0" __n1'-8" 11'4" 11'-4" 7' EO 0 FOUNDATION PLAN - RIGHT SIDE SCALE: Y4"=1'-O" C= C= C3 cc C�4 cc C= C-4 ,a CL. E 0 CD C4-) 29 cli L E E E 750 cc STATE 0 F Q,' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these esi an a on. ngnee ssgna rean sea sony r the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W E S C-4 � K tm 0 10 If Lu cr-1, LL LL _j LL IS 2 r m �E co W m C�' <0 V) z IL Go z 0 Y� LO Cl) 0 x: C11 W i- < 1:1 U d L) z W (D m C, .2 U_ rz LU C 0 V) V) LLJ Of AIM am U Lu — E 3 .2 0 co C-`3 cl'� Z z < _j U_ ce E CI_ 0 E z m 0 z < F_ ro < m 0 U0 0, Q0 ro 4? t 0 I .,0 mz ffiz U3 z '0 'o FF z .2 z i5 ou W C" z !E l:: c';` '0 Z 01 z < 00 0*4 m 0 co T_ a) C'� C-5 CO Cr -6 C:) 50 04 0 LO ce) L0 (0 CN CD (=) M < c> 04 LC) mt CN C11 0 z E (L E 0 0 _j < Q JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 2.2 6.."L - i I _A �L � 1. 1 . - --- I � ____ J_ I . . � i ; � 1'... 1 11A.1 A Lc�, A� I C:) C=) t2 t2 I J-1 �:i t2 C14 Cn 19 �Q �2 t2 :19 C E (D E 0 0 01 _R LZ C'4 C> C14 C14 8- C14 _15 U) OWNER'S BATHROOM SCALE: 31/8"=V-0" BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL J WITH 1 x8 CAP& 3/4" PLYWOOD CASING (AT 2nd DECKING FLOOR ONLY) N, F. FL. ------- ------------- 18 17 16 15 14 13 C V_ 12 21 -ONT. 10 RAIL 9 L 8 C 7 U 2 6 2 5 2x STRINGERS 4 oi F. FL. 1 14' TYP. STAIR SECTION SCALE: 1/4" = l'-O" HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2- FLITCH PLATE (2) - 2XII 0 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVIL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Foll Q/S4. See Plan for RAG FILITCH 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 C� WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 JX 71 J S.H. IH2 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 38 J 26 x 37 4 S.H. 1H4 27JX501 26 x 50 S.H. IH5 27 J X 63 26 X 62 1/2 S.H. 1116 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36 J X 25 1/2 S.H. 23 37JX38J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36JX50 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 73JWIDE S.H. 32 54 X 26 52�X254 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A =S.H] (2) 2X8 w/ 1/2- FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. X DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38"ABV. TREAD NOSING METAL X HANDRAIL BRACKET BLOCKING AS REQUIRED F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-O" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. Stair and Railing General Notes Stairway construction shall conform to the FBC: Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 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. A '4' 13-4- T-8" VERIFY AC PAD LOCATION OF A/C PAD HB M A ------- 0_6 _T_D_ 0--0- _61 V__I _N_G_ _2 S3 9'-4" CLG. A.F.F. 9 &D CONCRETE J8" 6'-0" .4" 6-8" T-10" T-10" 2'-8 6068 SGID 60 5-SH REF -t2468 I I OP 11 T-11 1 T-2" 6'-7- 0 0 T(D 7 Z� 0 DINING KITCHEN Z111 Ll 91-4" FLAT CLG. 9'-4" FLAT CLG. on TILE TILE c? SINKw/ OP D/W DISPOSAL J I F - - - 19 r --- J FLRG. LINE 2x8 WALL 54A X4 8-41 6-0" T-13" XXII 9 16" CNTR. AT 42" LO - A.F.F. OP 7 1/2 WALL LO CAPPED &D Cl) 04 1 A% UP 2 OP C14 3 - (D fl M - I ( 55 4 CY) GREAT ROOM 5 1% TYP. U.N.0 UD 9'-4" FLAT CLG. 6 CARPET 7 00 13'-8 0 CD CD 8 F, 9 rG G 10 S�3 11 1M STONE VENEER 16" SQUARE- CMU COLUMN FLRG. LINE -A 00 I CD I co Itt I 7c, 1 FOYER 9'-4" FLAT CLG. E C? 60 0? 60 T-0" 9 ;U__ N 4'-4' .1 2 x6 WALL *NO UPLIFT* Q t 7 S4 00 �Lu H1 00 �z - 04 PVM. 111111111111�/213 ;01 V 04 Z-13" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1 -CAR G'ARAG E 9'-4" FLJkT CLG. r----------------- I N LINE OF 2nd STRY. ABV. "NOTE BLK. WALLS P RE V-81" TALL FOR "A" I. )NIT T-8" FROM FROI 4T OF GARAGE TYP. @ /_(�)GARAG E R'x7'GARAGEJ2OR 8-4- V-8" .1. 11, 18-4- 1ST FLOOR PLAN - UNIT -A 1532. SCALE: X"=V-0" `- STONE 70, VENEER -7 V-13" a 18'-8" O.M.`-V T.O.M.- 9 b) C11 P3 ON 1, �2 FILLED C9LL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR * FILLED CELL BELOVV 2ND FLOOR (DOWEL INTO LINTEL) * FILLED CELL ABOA 2ND FLOOR (DOWEL INTO BOND BEAM) F_ - - - - - - - - - - - - - - - - - __1 18'-4" 3-4- 12'-0" 3'-0" op 1'-4" V-8- T-1 0" 6-101" T-10" 2'-8" MOD 25 SH MOD25SH 39" x 59" (39" x 59") 1� 14 EGRESS EGRESS 9 09 OWNER'S BEDROOM 8'-0" FLAT CLG. .0. CARPET C14 0? 17'-8" EO 64" 4'-4" 7'-0" M.C. R&S 0. BATH I 22"x36" 8'-0" FLAI CLG. co ATTIC CARP EFT ACCESS WIC I cli 9 Co C14 ce) 00 FLAT CLG 00 0 041 C14 ICARPET 0) 1 L__ _V_ _J N F�D :2 8 6\8 5 A X 6 00 7 ;o LO E TO I 00 &D TA. 8 - loop CN 9 60"x 00 -1 WER PA4 1 10 �t (D 0 d A 4'-4" T-4" I 1 1 T-8" 00 13 LOFT i 0% - t 1 14 9 M Z? 8'-0- FLAT CLG. LO M 00 F, I % CARPET 15 OP C"! , 16 d 17 o? Up 18 7 A.F.F. bD 1/2 WALL CAPPED -4 -10" 1. 04 9'-6" r-A ce) 5' Ill. C14 -1 E o? 11-0.1 r! . :� - BATM LAT 8'-0" F CLG INV- M.C. CARPfT 9 wic 8'-0- FLAT CLG. 04 CARPET 2668 9 C� Z0 to ----- ---- BEDROOM 2 R&S 8'-0" FLAT CLG. CARPET G.T. G.T. 00 F.C. FOR ELEV. 2023 & 9 U'J MODERN ELEV ONLY. DOES NOT APPLY TO MOD25SH STD/LT ELEVATIONS. L_ (39" x: 59") E -ss E GR 'I. 13-8" -10" T-10" Of *I - 4 -0" T.4" 00 (D T-0" U') 1 18-4- L - - _71 2ND FLOOR PLAN - UNIT -A 1532 SCALE:Y4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" ('A `� +29.7 -32.2 KD"" +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.11 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. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. 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 wridow, 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 w/ 111111-77771 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 BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S. F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM- EXT FRAME 2 x 4 R-1 I/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-1 1/R-1 3 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. r- C= C= r= co cc L" E 9 5L CLI Ul- =C E .0 CD Cn C14 L E E A1,9 0 N;VT5750 STATE OF 4V tot 0 R \V." % 1:6 %% %% 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. In W I- I E S cj cs 8 d, Lo 0 2 e) C� "20 W, 04 0 u_ 13 u_ 0 So Z Emig 0 U) 01) Z W _J L0 C14 Z � . !=� 3 " -ci � C0 ILINLW C14 0 co Z W CD < V) TM C1 u-- 41 C_/3 LU 0 V) Ln L U An 63 < Q0 29 1 U_ ce E .0 1 CL 0 E Q "1 go �O 0. < 00 C:, E '0 0 MZ CID t S C Q) �z < . MW C) C_� C13 g 02 I �z 0 Q W C, 03 S Z Z C`� 0 00 04 0 C'� co CO CT 50 U) 0 LO CIO LO (0 04 0�1 < 4i E M 04 T C) 0 Z Z E 10 T_ E bi 0 0 _J JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 3 C14 C'4 1`13 Cr Cn LID C) C) C) t2 t2 t2 C14 C14 !2 I C14 r") t2 C) -0 C) t2 I t2 I to Cli F- V) :19 49 "I tR Ki C14 C) E E 0 LZ: C14 C:> C14 C14 in C14 C) C14 V) MIRROR wiff-111millm M1 ME- -E -011 1116M 1110 Mil 1 M OWNER'S BATHROOM SCALE: 3/8" =1'-O' 9 I, BATHROOM 2 SCALE: 318" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE 10'-8 3/4' -42" KNEE WALL TOTAL RUN 14'-2" WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) �11 00 FILLED CELL LEGEND E 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 184X25i S.H. 13 20 X 38 J 18 J X 37 J S.H. 14 20 X 501 18JX50 S.H. 15 20 X 63 18JX62J S.H. 16 20 X 72 18 J X 71 J S.H. 1112 27 1/4 X 26 26 X 25 � S.H. 1H3 27 1/4 X 38 J 26 x 371 S.H. 11-14 27JX50i 26 x 50 S.H. 1115 274X63 26 X 62 1/2 S.H. 1116 274X72 26 X 71 112 S.H. 22 37JX26 36 J X 25 1/2 S.H. 23 37JX38i 36 J X 37 3/4 S.H. 24 37JX501 36 J X 50 S.H. 25 37JX63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 NIA 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. - - - - - - - - - - - - - - - -- 18 17 16 15 14 N, 13 0 Ar- 12 Z CONT. 10 HAND RAIL 9 0 0 8 < 7 Lu 6 �0 5 2x STRINGERS 4'-2" TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE <@>(2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (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) - 13/4" X 7 1/4" LVI 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" ollow 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 U F. FL. 4 DRYWALL 1 1/2"MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED 2x4 #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 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 13'-4" VERIFY AC PAD LOCATION OF A/C PAD --J THB - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR LIVING 9'-4" CLG. A. F.F. CONCRETE 011 16-8" 6-8 10 3'-10" X-10" 21-811 To 6068 SGD ED N 5-SH 2468 BF c? &D (D 8'-3- 3S- 2 6-7" 0 0 7".(D DINING C14 KITCHEN 1110 Lu 9'-4" FLAT CLG. 9'4" FLAT CLG. 0 Z TILE TILE SINKw/ o? &D D/W DISPOSAL F - - - r - - -.J I FLRG. LINE - % L - - - - - - - - - - T 2x 8-4" 16-0" L Ir -- 16" CNTR. AT 42"-1 9 10 7 A.F.F. -1/2 WALL &D CAPPED &D Up 2 C? C14 3 co 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 14'-0" OP &D CD D1 rGG 10 TYP. �3 11 12 2x6 WALL 7'-0" 2'-8" 4'4" 9 LO OP *NO UPLIFT* - ;;;" (PW01 FLRG. LINE Q S Z 00 -J " .0 d ��D 1� S4 -S - - - - - - TYP. 00 C� H1 u- TILE FOYER 1 9'4"FLATCLG. 2868 TILE 00 80 9'4" T.O.M.. 0 7'4" li-0 0) L 2-15" 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED Qq PER FBC 2'-0" 1 -CAR GARAG E 9 9'-4" FU T CLG. CONC RETE ENTRY o? 9'4" CLG. A. F.F. b og OP CONCRETE 9 r- - - - - - - - - - - - - - - - -- LO 0 1.2 C? o? TYP. @ 60 9 GARAGE I n I o? STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624. SCALE:Y4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE �SIN SHEET SEE SN SHEET 140 MPH N Z . OTE: 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 I ng/Penetration Protection F I Opening and penetrations through walls or ceilings separating the 181-01. 0 & I dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. T-O" 12-4- T-0- R302.5.1 Opening Protection L. 2'-8" T- 10" 6-0" T-101. 7-8- Openings from a private garage directly into a room used for D sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors MOt-:8 SH MOt-2'5 SH not less than 1-3/8" in thickness, solid or honeycomb -core steel 39" x 59" 39" x 59" doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration iGRESS EGRESS 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 c? o? material and shall not have openings into the garage. &D Z0 OWNERS R302.5.3 Other Penetrations BEDROOMI Penetrations through the separation required in Section R302.6 be by R302.1 1, Item 4. shall protected as required section 8'-0" FLAT CLG. R302.6 Dwelling/Garage Fire Separation. CARPET �2 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 go 18'-0" o? wall: * From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or 6-8" 4'-011 T-4" equivalent applied to garage side. * From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less go -1 04 (0 = � \\, �Dl TYP. CD &D rh i:r) L than 1/2" Gyp. Bd. or equivalent. Garages Located Less Than 3 Feet From Dwelling On The 0 Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied 0. 3AT 22"x36" to the interior side of exterior walls that are within this area. �7�� D78'-O" -LAT CLG ATTIC C NRPET ACCESS R312.2.1 Window Sills TYP. IT DO:)) PW01 D1 00 IC EO (0 In dwelling units, where the top of the sill of an operable window is 00 10 04 It 04 0'4' FLAT CLG I w located less than 24 inches (610 mm) above the finished floor and C� greater than 72 inches (1829 mm) above the finished grade or En ]CARPET I -V- other surface below on the exterior of the building, the operable DA window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 /N\ r mm) sphere to pass throunh the onaninn where the onaninn is in WE no MIDI!= p M il lis W - - - - 00 (0 00 N 2868 u` % BATH 018'-0" FIL J CLG. ET 00� R&S N 3068 BF 1 41107 BED OOM 3 8'-O�"F 9 CLG. EGRESSI MOD25SH 39" x 59" IR/A 4'-0- T-4" 64" UP Li LQFTk,U,P.. 1/2 WA LAT CLG. CAPP C RPET 5'-8" 4068 BF 4SH R&S 2668 4068 BF 6-085" 58' 1 1 014 13E ROOM,22 8'- 0" FLAT CLG. CARPET 1 V-10" MOD 25 SH /"M� CN 39" x 59" EGRESS -71 A 11 18.4. 2ND FLOOR PLAN - UNIT-C SCALE: A"=V-0" 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. ;0 EO 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 C) bathrooms and toilet rooms shall not discharge into an attic, crawl 1L space or other areas inside the building. LO 15- o? GAS APPLIANCES 1L G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be 17 installed a min. of 18" above fir. per FBCR G2408.2. Except where is X4 appliances that are listed as flammable vapor ignition resistant. X4 WALL LEGEND IL ED 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10-4- TOP AT 18'-8" MASONRY HGT. @ 91-4" A.F.F. M MASONRY HGT. @ 8'-8" A.F.F. !4 MASONRY PARTY WALL - -1 N TYP. 2x FRAME WALL 7 1 BEARING WALL C) INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM C14 SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 9 U) 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. Cl) ENTRY 98 S.F. % C3 TOTAL SQ. FT. 2086 S.F. INSULATION REQ. 1k 1k 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 �-NOWLOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED 1624 (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. CC C-; C-4 U.. UW cc C= C.5 co T ;0: to CID LJ CD E C`3 L E C ENS*-. cj . Nol__78 750 ir STATE OF t4t Z 44, AIN <,\ - - 4 0 R 19 1 % �4 " 9/ * 0 J-i;4,0NALS',.%0 li#1114111� To the best of the Engineer's knowledge, infonination and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E C-J C-1 6 ag 0 Lo CL LU 0- si (5 Ca U. Z 0 Z 0 0 cc ui .94 W 05 00 IL02 L0 Cl) Z Lu :c LL 3 C14 < rn F- 0 L9 M Z i < < U) V) Z .0 o 0 (1) 41- +.J 0 V) C, C-) E 0 0M 401 4 Cf> C13 M. Z 10 Z< Z U- E '0 Z E 0 FT ro CL E 0 00 a t C13 2- 0 < .8 0 Z, Z 15 8 1Z ZO Z W A MJCl> L E 00 C'� Co L0 07 00 U) ca 4-J 0 LO CY) L0 -0 .0 C-4 C) C) Q U-5 E 0 Z E 40 'r7 E C 0 Z 0 -1 < JOB NO: 23-13125-13130 SCALE : AS NOTED_ SHEET NO. 4 Cr C-4 ID co CD �2 t2 I LO t2 C14 4- C14 !2 1 C14 rt") LO CD Cr cc CD CD t2 t2 I LO t2 Cli ED Cr U) :9 Q I cm -31r- C-1 C14 CD C14 CL E E a_ C14 C14 Ln 108'-8" 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-4" '0 --- 70, ML - - - - - - - - - - - - - - - - - - - - - - - - M --- OUTDOOR LIVING - - - - - - - - - - - - - - - - - - - - - - - - - Hiiiiiiiiii - - - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR LIVING W 1 11 il 1111111111 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR LIVING --------------------------E OUTDOOR LIVING OUTDOOR LIVING - - - - - - - - - - - - OUTDOOR LIVING M M. :T ID 0 N a 0 11D Im -2 11D I [ED N ED a Ila - - - - -- - - - - - - -- - - - - RD C�p DINING KITCHEN c� 10 oi, KITCHEN DINING KITCHEN KITCHEN DINING DINING KITCHEN KITCHEN DINING J F- - - 1 [11 1 I I II r - - - 1 F - I L L J F - - - r - - - L J L J 0 r- - - M I I L---J - - - - - - - - - - - - - - - - - - - -- - - - — - - - - - - - - L-- - - - - - - - - - L J IM - - OP 10 C? 10 GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM CY) (.0 40<3 0 9 PM 13 00a TXJ— L 00a El ------- ------ 0 /NMI -Pvm ------- r= PWR. 1,111 ----- FVM-. ------ r", FOYER FOYER FOYER FOYER FOYER FOYER PHW 0 0 0 0 0 ENTRY 2 2 ENTRY 1-CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE _7 1 -CAR GARAGE 1 -CAR GARAGE imi hgio gBi' — — — UNIT -A Z: ENTRY UNIT-C Z: ENTRY UNIT-C ENTRY UNIT-C :7 ENTRY UNIT-C ----------- ful 0 UNIT -A 1532 1624 12 1624 1624 1624 1532 r ----------------- I r ------------------ 1 r ------------------ I _7 r ------------------ I r ----------------- r ------------------ I 4—// 1 1V P I fful E M Im [a T-O" 11'4' 11'4" 6'-8" 6'-8" 11'4" 11'4" 6'-8" 6'-8" 11'4" 11-4" T-0- 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-4" 70, 108'-8" op Olt 7 1ST FLOOR BUILDING PLAN_ SCALE: X"=V-0" g— M Q.1) LA.. C* r cc 4j (D co E cli L E NS '..'s, coj NO 7 0 7 75 Ar STATE OF 'UJ 0 ' %3- ". . - - QI, % . "'Q 'Ij 'ONAL 1111111101 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. 9) W 0 I E u, 0-0 C-, C'4 6 or) 8, 0 FA 5 U-) 12 0) Lo 'CN LL Lu Lu (L . M LL LL j .6— i 0z z q 0 0 0 i - -41' g ra co Co 0< 30 W 2 M z 6 0 Lu Z oo 04 z 0 - LL 3 C'4 < C'> C14 M 13 CD (3) LL V 0 LAJ cil V) co 8 < 44 C=) Cl> 2 —j LL. 21 E z 0 E z. Z' CL E3 E 20 5, w a 00 0 i co t o < Z Z ui =3 CA) C z. O� wM � 1 0 0 Z a-'i i Wz 2. z M z< 0 z W M C 0 00 C**4 04 M Co C> LID =3 Cr 60 .2 U) 0-4 0 Lr) CV) 0 co Q Lo 6 E M 4�� 04 E -- T— C) 0 z z E 77 E a. 0 0 C JOB NO: 23-13125-13130 SCALE : AS NOTED SHEErNO. 5 C14 C14 Q �0 CD t2 t2 I LO C14 t2 C" 4�- C14 C, Cn 0 -0 Q C.0 CD PO !:2 1 LO t2 to C-i ID V) 19 0 5- PO C14 C:) C14 E 9 01 (v E CJ -0 -2 LZ CD C%4 to C%4 C� C14 C%4 C) cm LU U: CD 108'-8" 18'-4" 18'-0" 18'-0" 181-01f 18'-0" 18'-4" op (D A OWNER'S OWN E R'S OWNER'S OWNER'S OWNER'S OWNER'S BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM UNIT —A UNIT—C UNIT—C UNIT—C UNIT—C UNIT —A 1532 1624 1624 1624 1624 1532 ------ 0. BATH I ------ I 0. BATH G ------ I 0 0. BATH I ------ ------ 0 0. BATH k— —7 0. BATH —7 1 0. BATH G I /W1C WIC"\ I wilic wlc\ I I willic Wic� 1\ /I L--V--j 0 E) L---V--j L---V---j G ----------- tj [KD U ----------- ---------- --- ------ --------- FrD CTI OP 14 14 Poo pop LOFT LOFT LO LO Li U ILJ Lij LOFT ATH 2 BATH LOFT LOFT ATH 2 BATH LOFT nn 0 BATH G 0' 00 ri TH 2 GIN WIC--------- --------- --- ----- �m ---------- --------- — ------- ------- ------ wic ------- BEDROOM 2 BEDROOM 2 ---------- 10 OP BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 EO 80 LO N E N o? 10 L - - - -- - - - - - - ;0 N c? R I M L OP E9 if 6'-8" 11'-4" 11-4- 6'-8" 6'-8" 1'-8" 11.-0.1 T-O" 18--0" 18'-4" 18'-0" 18'-0" 18'-4" # 18'-0" op 108'-8" 2ND FLOOR BUILDING PLAN_ SCALE: 114"=V-0" C. Do. Uj C= cm C0 en CC W C-4 M 2'.4 LA - 4WD C = W CC C14 CC3: 2 , CL. a) CD C' 21- C14 L E NS' kp Cj 41� .0 CID 8 0 No �7 STATE 0 F 44) A, .4 0 C, -1, % 1% Tothebestofthe Engineers knowledge, informationand 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 structu ral engineering portions of the drawing pages bearing Engineers signature and seal. � a jllllp� W E 8 c-4 FAC') 0 00 U. Ejz� I �5 z =-,::6 3:0=" 13 9 0 Lu - N < z 00 LU ILCi U) Z C14 W '0 0 Ln Of 04 V) 4� U) E 00 C11. 2 U— ctf E z g. 0 E Z C81 E "0 'q < H z C/D ra C < g <. "o 0 FF Z' z 15 " 02 zz 0 W z W CO 'M 0 :�o6 CN cc C�j C:) CO LO :3 Cr 50 M 7— 04 LO ce) LO N C) C:) M C) LO 6i 0 0 z E 10 V) T- 42) M E JOB NO: 23-13125-13130 SCALE : AS NOTED SHEEr NO. 6 Cr 39 �2 t2 I LO C14 t2 C14 Cr Q CID CD C) t2 t2 t2 C14 NO Cli �2 ID E a >1 Cn 4% C -1 tR rl) C14 CD C14 E F9 E 0 0 LZ C14 CL CN CD 04 C14 cm Lu 6" CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 9" t'B )II KEYSTONE DETAIL. 1\,� SCALE: 1/2"=V-0" M - - _1141111110h MEN Im 0 0 0 1 In I MEN ONE 0 N loon 01 1 11000111 mom 'mom in pill MOD25SH MOD 25 SH MOD 25 SH MOD25SH oil - - - - - - - - - --- - - - - - - - - - - - - - - - - - - EXTURED FINISH Mimi loin Elm Mimi UNIT -A 1532 12 4.0F FIBERGLASS SHINGLES UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 ----------- WATER TABLE DETAIL SCALE: 1/2"=V-0" HDR 00 HO 10 10 (0 MOD, 25 SH C, N /-16"BAND F.FL. CLG. HGT MOWN IMIMIMIMI Mimi IMIMI M1 I I I imimimlm!l� IMF 6 — - _X_ - - - 8'x7'GARA E DOOR UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" 12 14.0 FIBERGLASS SHINGLES T.O.P. T.O.P. HDR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR, 9 Zo 00 9- MOD 25 SH MOD 25 SH b rli MOD 25 SH MOD25SH MOD 25 SH MOD 25SH MOD 25 SH MOD 25 SH MOD 25SH MOD25SH MOD 25 SH MOD 25SH 4,F. F L. — — — — — — A.T.O.M. T.O.M TEXTURED TEXTURED TE4URED FIJISH FIJISH F H Fn en F.FL. - - - - - - - - - - - - - - F.FL4� 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD 6068 SGD UNIT-C 1624 UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 41 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, orASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2"long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C 1063 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. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. C1 063 & ASTM C1 861. 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 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM 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. • ere e nor porc es, s or s rs a ac o a wa or floor assembly of wood -frame construction. • At wall and roof intersection. 0 Lit -1 gu rs. 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 CL co L.) ce C-4 eg W —co C6 C, 410 '.., C= 3; 4P 4J C2. CD C14 L S �'b % 0 --'-,C1ENS,- Ci No �77 5 0 STATE OF 44/ Z 0 R N A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for a 9 ra engmeenng portions of the drawing pages C> co 8 204 0 CW0 0 a. LU La. - - Z 0 Z C3 C'4 (0 W Z m W on Z Z 200 ZO 0 X M LL C14 L) co I.- a 6 < El I Z W C, u, 4% V) U_ 0 LU V) Ln Tu E I 0 -d It C=) Z C"> Z < LL_ aff E 0 E �L Z 0 9 CL E 10 0 -0 00 0 Z C.0 Q> z 0 - Z (0 C z '0 1, 0 Z Z Z Zu ox W U> 0� OR Z C13 Z, e7 C* C*'4 co 0 to co C.� M Co C:) to Cr C:) 60 .2 U) 0 L0 -0 ce) LO -0 04 0 C=) Cn VJ < c) LO E M C14 0 Z E 40 42) E 'D 0 t 0 _J _J JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 7.1 iwlwjAhi� -6 L C,4 Cn 7 C*4 Cr C.0 In, �4 C-4 LO t2 CD E 1�7_ C, (V E C1. _J CN LN C:_3 CL PO V) T 00 .S 2ni CLC ao LEFT ELEVATION — STANDARD (STD SCALE: 3/16" = V-0" RIGHT ELEVATION — STANDARD (STD SCALE: 3/16" = 1'-0" 9 ao CD :LN, N IGT. 1k 4' R. ;0 00 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 Exterior Covering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTMI 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 C 1063 or C1787, or as otherwise approved. (Refer to sheet SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1 063. 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 C1 063 & ASTM C1 861. 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 ASTMI 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 of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMIA 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 C� M 4= CD M LD W CD W S C14 LE C:) $�' 0 E (j.- Z' C-i No P 7 Ar: STATE OF !)U/ Z .-0 A'� /ONAl- 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 Edibon. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seaL In W "Ir E 8 c-4 - 8 0-0 04 Cb U 6 r- 0 COD U� LL rL_0_ PL u- �i . C,4 C�, W w a._ u_ 13 LL Z 0 0 Z Z M 0 ig ZMRMCI,J�; ma� Lu 09 W Z IL IL U5 00 F4 6 Z a C,4 - c 6 d W (D R V C,4 0.1 LO LU M 0 LU 9 V) Of C53 U LU 0 0 00 C� C-1. us _J LL. E -0 E 0 L? C, F_ ro 231 E 0 00 0 Z0. ru �O �z �O �Z �Z �0 0 M Z Z M 15 0 1 Z < w Z Z 0 C', '0 Z W M 3: z 4� 0 C-13 V� 0 00 co C.0 C-5 Co LO =3 C:) 60 :3= C114 0 LO M LO -0 -0 04 C:) Cn Lo c.6 E Z Z r_ E E I— cc co 0 Z 0 _J < 0 _J JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 7.2 04 10 I C14 Cn C=> 9 C) �2 :2 :2 C14 C14 Cc I C, W) L0 P7= 2 C7- (n :V1 0 -0 --c coo CD t2 :2 1 LO �2 C'4 to 6 Cr C-> re') C'4 (=1 C14 E E 0 Cl- ;z 0 0 r7_ U-i cm �i NON -VENTED SOFFIT SEE DETAIL 551D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 4 C-) 4:12 `N1_T_C\H 4'-0' 1, 4'-0" -NON-VENTED SOFFIT NON -VENTED SOFFIT - NON -VENTED SOFFIT NON -VENTED SOFFIT - -NON-VENTED SOFFIT NON -VENTED SOFFIT- -NON-VENTED SOFFIT NON -VENTED SOFFIT- -NON-VENTED SOFFIT SEE DETAIL 55ID-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR r7� SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE y INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE y y 2 2 lit -4: li- /4:12 a- PITCH > PITCH '00 CN C'4 :3= CN M: FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT - PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4'OFF FUDGE VENT C OFF FUDGE VENT 4 OFF RIDGE VENT 4! OFF RIDGE VENT ,V OFF RIDGE VENT 4! OFF RIDGE VENT ,V OFF RIDGE VENT V OFF RIDGE VENT itE= 2 V vvoi V01) D1 4:12 4:12 PITCH PITCH Fr4 - 0 FZ1,44 Mug wmm 6 ;U FIN aw, 00000 au OAF PFA 00 '40000000000000 C14 4:12 144:. -112 WIC H IVIllf. A 4:12 0040, 1111 4:12 4:12 (_ PITCH 7.) Pi I UN 2 L_ FIRE RESISTANT SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR PLYWOOD LOCATION. 2 INFORMATION ON FIRE 11FORMATION ON FIRE DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE FIRE RESISTANT NON -VENTED SOFFIT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12 PITCH _J SEE DETAIL 55ID-1 FOR 2 INFORMATION ON FIRE i � BLOCKING@ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12 4:12 PITCH . 7� 2 SEE DETAIL 551D-1 FOR INFORMATION ON FIRE] BLOCKING @ EAVE 4:12 PITCH 4:12 1 ITCH 00 FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT I L NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND _7 ROOF SHEATHING TYP. 7 �� - 2x6 7- SUB-FASCIA 7- EXTEND THE (2) LAYERS OF 1 " THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INITO_� SOFFIT AREA 9 2 Hour Fire Resistant Soffit - SCALE: 3/4"=V-0" I Aftic Ventilation Attic Ventilation to be in compliance vAth the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating Brag shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventRators shall be located no more than 3 feet (measured vertically) below the ridgebr highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. __I, —CALCULATIONS BASED ON THE FoLLOWNG VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer tpecifications) • OFF -RIDGE VENTS 138 9Q. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 Sd. IN. OF NET FREE AREA I SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided dlie to fire protection, the contractor shall use the following approved vents: a LOMANCO DECK -AIR (Shingle Roo�, 9 SO. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES___/,-� AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WEI 12 1 Hour Separation Wal' SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) required Soffit ventilation Soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 - 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0 (Zone 3) 0.0 276.0 Upper Film 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0 (Zone 5) 0.0 0.0 Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0 (Zone 5) 0.0 0.0 -*NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOIFIFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 2018 searriolf wall Rating - 2 MIL Nglibdbring Whill Rating - 2 MR This design -as evallushad using a land design method other then the Lhnk Sluldiat Design Mairthad (441, Working Stress, Design Misithad). Par J.disidleflarus e4niplayllft the Lhnft States Design Method, such as Canada, a load restarldlitan facWtshall be tend - Soa GuIId6JMatSXUV7 Indicates such Products shelf bear the UL or CUL COARIcation Mark for ju rhidictlams, san~rilif the UL at cUL Certification fauch Canada), respectively. IF cr, 1 7-5' MlIN1. C= �54 Horizorktol Section 1. Cis, i Islacha* - Varlout. des igns, classification D-2 (2 hr). Ban Concrete Stocks category for list of eligible manufacturer& 2. otter -Blocks laid In full bad of mortar, norn. 31B In. thick. of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). vertical joints staggered. X Portland C mentStaccoor Gyps so Plaster - Add 1/2 hr to classification If used. Where combustible members are a a led on the face opposite framing to achieve a max. Classification at 1-1/2 hr. Attached to concrete blacks (lbam 1). 4 Lao" f4asia"rr Fill - Ifall core spaces am filled with loose dity expanded slag, expanded clay or shale (Rotary Kiln Process , water repellant vermiculite masonry 511 insulation, orsificone treated perlits loose fill insulation add 2 hr to classification, S. Foamed Plastic- - (Optioral-Not Shown) - 1-1/2 In. thick may, 4 ftwide sheathing attached to concrete blocks (Itern 1). ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation', "Energy5hield Pro 2 Wall Insulation*, EnergyShield CGF Pro and Energyrhield Ply Pro CARLISLE COATINGS fia WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO, L L C - "Enverge I C1 Foil Exterior Wall Insulation' and "Enverge I CI Glass Exterior Wall Insulation' HUNTER PANELS - Typ-)(cl-Class A, Xcl 286 RMAX OP RATING L L C - 'TSX-8500', "X-8510', -Thennasheatiri-XP", "ECOMAXcl", "Thermathearth-V, 'Duriashealh-T' THE DOW CHE14KALCO - Types Thermax Sheathing, Thermax Ught Duty Insulation, Therrriax Heavy Duty Insulation. 7hemax Metal Building Board, Thermax While Finish Insulation, Thannax ci Extenor Insulation, Thormax XARMORci Fxbonor Insulation. Themnax IH Insulation, Thermax Plus Liner Pawl. Thermax Heavy Duty Plus (HOP) and TUFF-Rm ci Insulation Sk Building Units -As an alternate to Items 5, min. 1-in thick polpsocyanurate composite foamed plastic insulation boards, nom. 43 by 48 or 96 In. RMAX OPERATING L L C - 'Irbermasheath-Sl", *ECOBASEcI", 'rhermaBase-0" indicates tech product@ shall bear the UL or cUL Certification He rk for Jurbidlictions am ploylog the UL or CUL Certification (such as Coined&), respectively. JULULd" on 2018-04-09 GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 65 to 69 STC I L FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling rUnnerB with steel H Md between adjacent pairs of gypsum panels. (NLB) A 314" minimum air space must be maintained between steel COMPOnentS and - - - - - - - - adjacent framing (as indicated by clashed lines In sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 1 2" PROVIDE 2x BLOCKING Wit (2) 12d type X gypsum wallboard or full sheets of 112' type X gypsum wallboard - - - - - - NAILS EA. END BETWEEN screw attedled to the steel components. TRUSSES Sound tested Mth 2 x 4 Stud Wall faced with 112" regular gypsum wallboard each V, side of assembly and 3-112" glass fiber in Stud space on both skies. 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-112"(Fire) PLYWOOD. BLOCK MUST BE 11-314-(Sound) "PITCH CUT' (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC ...................... 1- Dens(31asse Shaftliner Approx Weight: 9.5 put TO PROVIDE AS MUCH CONTACT Fire Test W11-114W11290,111-15-94: AS POSSIBLE TO UNDER SIDE ITS Design GP/WA 12004; OF ROOF DECK. ALL JOINTS WHI 495-1296, 3.15-96; AROUND BLOCKING MUST BE WH149"743&0744, CAULKED WITH APPROVED FIRE 1-28 & 315-36, CAULKING. ITS 3160814COQ4= 8-30-08-, UL R2717,04NK03115, 8-1 B-04. UL Design U373 SEE PLAN Sound Teo: RAL TL 10-291, 8-31 -10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD SCALE: 3/16"=V-0" 11111105 UZI C3 a- C2 CL it� en cz to cz 44 -= " an 4= 06 15 a Oil, to dL V-3 L E 4% 0 <�G E N - CO N 7�5 0 S ':D STATE 0 F A' 0 R 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. Engineel's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. 9) W In 3 E 2 c-4 c) Z5 C14 CRI Cb 6 0 _4@ CD . , Z W kN1 Q) a. LIJ z 0 -& 9 :) Z ?5 - M 0 0 g W A 2 'Cn- (7) r W (�) z 0 1 z U-) �; 0 9 LL a, z W CO 2 :z Cq cq zb to N W CD 4-J c_/� LLJ as M FE 0 V1 _ C14 UJ E co 0 ca CID cl> c�> 0 z z < U_ E z 0 Z < 0 E u CL E31 E 0 00 0 0 Co M W t w o t z w a, M C: < 0 0 X z 0 e3 z W 0 z Z ou Z OW W M 1 r z V3 .M - 0 0 0 La 00 CN M 0 C�j CIO LO "r- C> 60 CN 0 LO ce) L0 04 ..0 C) C:) M 04 < C) Lo c6 at V- 4i E cc I C\I E 0 0 z a E T_ E cc M Cl- 0 L_ 0 _J JOB NO: 23-13125-13130 SCALE : AS NOTED SHEE7 NO. 8.1 C'4 L0 Cr V) 0 Jn :�2 C.0 C) I C) C) __j C) t2 I L0 �2 C14 C14 C14 N-) Cn C.0 C> cz� C) �2 t2 I LC3 �2 C14 0 -0 0 -:I_- C-) C=) CL E E 0 0 W Cl- 0. 0 LZ C14 Cz:1 C14 C14 C'4 C) C*4 C'4 im r14 SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN - STANDARD (ST SCALE: /l/4"=V-0" CCA 09/24/2020 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 1/2" 2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA1 6 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 112" 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 1 18 - 10d x 1 1/2" RT16A 1025 900 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4"x TSDS WOOD SCREWS AND (2) lt2"x 5"TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 314"x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odx1 -1/2" HTT45 5795 518- ANCH. 1(26) 10d x2-1/2 K HD3B 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8' ANCH./ (2) 5/8' STUD BOL L VGT R/L 2225 1600 (16) 1/4'x3' SDS WOOD SCREWS & 'HDU4-SDS2.5w/(10) 1/4"x2-1/2"SDS WOOD SCREWS & (1) 5/8' ATR --- M VGT - F 4940 3555 N LUS26 1165/1150** 865/785** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280** 1150/2780** 20-16dx3l/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 3-112" R MTS12 990 850 "; 14 - 10d x 1 1/2" MTW12 965 810 14-1 Od x 1-1 /2" S VGT - M* 4940 3555 (16) 1/4`0 SDS (1) 5/8"ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-Fl 4730-M 501 O-F & (0) 318"x5"TITEN HD (2 PLY) or ) 16d SINKERS (d FRAME MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" MUGT1 5 4240 3730 (28) 10d x 3" (1) 5/8" ATR w/ 12" MGT -FA EMBED w/ SIMPSON"SEr EPDXY EMBED w/ USP CIA-7000C EPDXY =WU V (2) LGT2 4060-M 4080-F 3500-M 35110-F (32)10d x 3-114 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 XJ & (i U) 114 XJ- UtYVAL I SCREW-BOLTor (64) 10d x 3"@ FRAME "X" HTS 20 1 1415 1215 1 (16)-1 Od x 1 1/2" HTW20 1355 1140 1 24-1 Od x 1 1/2" spi 555 535 10 - 10d x 3" SPT22 735 8--10dx3" SP2 1010 1 605 12 - 10d x 3" SPT24 1090 12-10dx3" HCP2 590 1 510 12-1 Od x 1 1/2" HHCP2 680 595 1 (20111 Od 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 ARENS & 24" OC FOR CARPET ARENS DROP HIP DETAIL. 2-G-O MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- IT-) '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. 1 28"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. Fill STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 11 OF SPLICING hNI 2 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS ril(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 2 PLY CVRIER-J E CONTIL DG R SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft ML;P% r%%d F 2e .2n er a ae ar 10 HIP -35.94 -4 .57 49.57 49.57 -38.22 1 -38.22 1 -60.99 -60.99 -60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTIM 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: ASTIM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16"EXP. 1 e%) or 1%Z EXP. 1 (32/16) TILE: ly32"EXP- 1 ('/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 32", SHEATHING SHALL BE FASTENED 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V WITH ASTM F1 667 RSRS-03 1 Od (2Y2" x 0. 131") NAILS OR ASTIM F1 667 RSRS-04 (3* x. 120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] C%j C:) 3: CL. r= Ca V: cc Cl> C'4 C14 1W C14 L E 4%� .......... E Al,.,3* v 4.0 No wwo -1.* STATE OF 161n,%. 0 ft i I. N_ A To Me best of the Engineer's knowledge, information and beh ef7 the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W C3 E US Cj co 81 cl 0 A-2 00 0) (� Z _0 z-, LU 04 0 0, C Cl) Iq U� _j a. _CC LL z 0 *a 0 0 Z q 0 - A - 0 15 (9 Lu . _j 2, I 0 r- W 2 < W W L Z NO C,4 ZO 0 M L) (n IL IL N < a b L) Elf' z W m N M AMIN% 63 4-J U 0 Ln W L_U M (-) 0!! co < *3 400 C14 14 Q0 V-3 Cl> -9 z 0 55. z z < E z. t� -0 Z <M E 0 fu CL E 1z 0� 00 00 ru t o ra <. H w2 0 50 a5 2 �z 2 �8 8 .1 1z no U 82 z A 0 z C`� 2 T, 12 00 CO 60 U) .2 CN 0 L0 .E .0 M LO N 0 CD Cn 04 < C) LO EIr- M 0 z z E 10 ca E 1 0 M 0 _j :� 0 1 0 _j JOB NO: 23-13125-13130 SCALE : AS NOTED SHEEr NO. 9.1 F— C14 (n 7 CN rn Cr 0 -M :2 CD 01 C� �2 �2 1 LO C'4 �2 C14 "-I- C14 C14 r") LO �E Cr Cn a -0 CD t2 t2 I L.0 CN �2 C14 CL) V) Cn .G -le 0 -:3-- C) t�E- rn C14 C=) C14 CL E C') d) E 0 0 C14 C=) C14 im Q PO C> C14 C14 C) �6 JUNIT-A 15321 IUNIT-C 16241 IUNIT-C 16241 SYMMETRICAL NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS SEE SHEET 10 FOR BUILDING ROOF LAYOUT UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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)PLYI 10 - 10d x 11/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA1 6 1810 9 - 10d x 1 1/2" HTA1 6 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 1 510 10 - 8d x 1 112- 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 34 W1 (18) 1/4' x 3"SDS WOOD SCREWS AND (2) 112"x 5"TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / (26) 1 Odxl-1/2' HTT45 5795 5/8" ANCH. /(26) 10d X2-1/2 K HD3B 3130 3050 5/8" ANCH./ (2) 5/8- STUD BOLTS TDX2-TZ 3295 5/8' ANCH./ (2) 5/8- STUD BOLTS L VGT R/L 2225 1600 (16) 1/4-4- SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4N2-1/2- SDS WOOD SCREWS & (1) 5/8" ATR -- M VGT - F 4940 3555 N LUS26 1165/1150** 865n85** 8-10dx3" 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 - 10d x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 (16) 1/4'x3" SIDS W-0-00-S-01TEWU (1) 5/8' ATR EPDXIED W/ SIMPSON SET & 12" # %RjV#gqC T (2) LGT3 6570-M 6960-F 4730-M 501 0-F (24) 114701 Ht:Wb & (8) 318-4- TITEN HD (2 PLY) or 52 16d SINKERS (d FRAME U MGT -M* 3965 3330 I (22)10d x 3"w/ (1) 518"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 10d x 3" (1) 5/8"ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -FA 1111 rid �LVA- QlfdVr:DQ I NAI TIMIT)IDDI) IA'A I M � V I 11M I Wvl- npwA IT V (2) LGT2 4060-M 4080-F 3500-M 351 0-F 12 PLY) or (60) 10d x 3-1/4' SINKERS @ FRAM LUGT2 331 0-M 4040-F 2920-M 3560-F SCREW -BOLT or (64) 1 Od 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 1 555 1 535 10 - 10d x 3" SPT22 735 1 8 - 10d x 3" SP2 1 1010 1 605 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 (20)1 Od 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 AREAS & 24" OC FOR CARPET AREAS DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2).16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE W/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING I W, 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 2 PLY CARRIER—J CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 M EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 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 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6- O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4"0.0 IN FIELD ZONE3,3e,3r: ASTM F1667 RSRS-01 (8d) NAILS@ 4"O.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%) or 1%2" EXP. 1 03�16) TILE: 1V32"EXP. 1 O�116) NOTE: 1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8"x 0.113") NAILS (& 1@0 to 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED 161 WITH ASTM F1667 RSRS-03 10d (2Y2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a4ft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD SCALE: Y4"=1'-O" CCA 09/24/2020 C2 ;v Uj Co C* L4 C%1 as go in CD C11> C14 C� C14 E14 N o/ 0 %NO -`GENi*-,-- N. 7 t STATE OF 411 z- 0. so ', <N '- 0 FA To the best of the Engineer's knowiedge. 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 sea]. 6) W c,, E Cq 4 0 8 R Go 0 20 u- r-- rz. u� Lu cc U- z .6;; �0 0 Z M c Z M 9 0 c4 W 0 2 < W 05 Z Loo Fq z cl) unL N W CD < � V) CD Q CA uj - 0 LL-1 v) 04 Ln -B§ u) L—,u E < C-4 0) cl> 0 z u- E z < E 0 D. ro C1 E �z o o" < . oo D, c, a o < fo t o z z U.) fo o. wm 2 o z Qj) . o z �w mo o-.- z o z� Q o < z r o 18 m 1 z .2 00 —17 C� CO LO :3 Cr 50 U) 4- 04 0 LA-) -0 cv) LO 04 -0 CD 0 04 < C) I- Lo C6 E 04 F 0 z C E C) 4_) E 'a M 0 .8 -j JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 1 0 . 1 lk�j 11 � i - .. L - � 1�.' - I _. - JL 1. - I - �. L Ll I j I A � i �- - 1, , I - � I I ;.. 11, - I I - .__ . - -- -1 _ i�l - �L __ -I - -, - - I I I - I - - . -- I , � - _ � �il � , I - -11L'LL , , ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44"AFF Bathroom 39"AFF Laundry Room 36" AFF Exterior Waterproof 12"AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI[UL 2034, standard for single and multiple stabon 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 FEF DUPLEX CONVENIENCE OUTLET I '+' FPc DUPLEX OUTLET ABOVE COUNTER 14=� WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 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 MD Q ELECTRIC DOOR OPERATOR (OPTIONAL) rC H] CHIMES (OPTIONAL) F9 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 NMI ELECTRICIPANEL 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 3" VTR 3" VTR JIL LAV OPT. LAV LAV I 6. PLUMBING RISER. SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS - UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 Ist 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOADWATTS - 240VOLTS I AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed Intersystem Bonding Termination Per 200A Indoor Panel Center Cable #4 Solid COPPER Ground NEC 17,250. .1. Rods at least 6'apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT > ROUGH -IN FOR OPT. FAN/LIGHT WP GFI I Im ----- ff --- I I DINING KI TCHEN 6171 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 6191 GREAT ROOM J^ /,>ROUGH -IN\ 'H' FOR OPT * HT %\�-,>FAN/LIG FOYER GFI @4 A.F � DB B EN LI�Ry WP O_ HT AS 0 GFI PER SPECS DB & GFI TO BE ALIGNED VERTICALLY W Z g ir LLJ cr d W 0 > _j rQF_L - j I I UPSTAIRS [ 4" LW..H. .F. 0 IGARAGE GARAGE LIGHT AS N�ER SPECS GARAGE ODOOR GFI r- - - - - I - - - - - - - - - - - -- I W Z P: 0 W i > LLJ 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 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. F_ 2ND ELECTRICAL - UNIT -A 1532. SCALE: A"=V-0" its Z_ Co M C.3 :2 .000 2.4 C 16L. jZ. 40 4= C-4 CR E 4D to CL= C"> C� C�4 N"" L Ec 0 No 1 50 cr STATE OF X 0 R To the best of the Engineees knowledge, information and belief, the structural plans and specificatons 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 Engineer's signature an se 9) W E 0 C'j COD CM4 8 C14 6 re 0 :9� - -. 0.) u. 0=3 L,-O_ "L V , W a. LL Z D Cl C� 0 M (1) Z Z .0 0 U-j Z LLW IL 04 < L) U) F- a W < V) M 4--J 0 Lr) V) LU E 2 8 C) C:> C13 -z Z E E 0 'z a C, CcB� E M 0 0 L) 0 0 4? t CO < � <z 0. 0 0, " Z' .0 �0 E� � Z < ZO co Z M 0 z 0 .0 >� 00 CN C�j M CU Cr 60 (/) M 4-0 C*4 0 11.0 -0 CY) L0 -0 04 CD (=:) Cn < 04 Lo to E M C) 0 Z E 4D 77 E cc 0 _j < JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. -A --ki- - Li911LLLAL_ -i A- al'j AhdL, Lld' J1. - I Li Ed ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39"AFF Laundry Room 36" AFF Exterior Waterproof 12"AFF Garage - general purpose 44"AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6'of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPF DUPLEX OUTLET ABOVE COUNTER kz::�_ -W. P. WEATHERPROOF DUPLEX OUTLET K)G. F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET I /-\ - F;iW-- HALF -SWITCHED DUPLEX OUTLET Liph I lz�:.v SPECIAL PURPOSE OUTLET G!nl :E�F DUPLEX OUTLET IN FLOOR k& 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) rC HI CHIMES (OPTIONAL) H9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) I< TELEPHONE (OPTIONAL) I-< USB TELEPHONE/USB (OPTIONAL) fq TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN Ilk& CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 3"VTR r LAV 3" VTR JIL. PLUMBING RISER. SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV ELF? 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 bISHWASHER 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 WA S 0 SUBTOTAL: 23060 TOTAL: 33935 1st10KW`at100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I TER MA N I - 1�0-200 AMP I IT/ -Serial Cable 3R Power Co. Feed _--, 11 L #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. r I L I ------------------------- OUTDOOR LIVING INSTALL LIGHT > ROUGH -IN FOR OPT. *> FAN/LIGHT v WP GFI I �m N 904! 40 �� Mrr! I I MIUM DINING KITCHEN if LF I GF I( SWITCH FOR DISPOSAL IN CAB UNDER SINK 149 GREAT ROOM /,,>ROUGH -IN\ FOR OPT ' HT <-' \\*-.>FAN/LIG \01 '0' FOYEW Ilk \ \'Y' DB NTRY 0- WPE) IGHT AS 0 GFI S ER SPEC DB & GFI TO BE ALIGNED VERTICALLY - cc 0 W cc d rGEL - i .1 UPSTAIRS F IF Or I S GFI @ 44" LW.H. A.F.F. 0 IGARAGE GARAGE LIGHT AS TER SPECS GARAGE =15? DOOR GFI r------------------ I _j Z W 10 Z _j 10 < IL cr I IF LU W COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: YV=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FDJURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. F_ 2ND ELECTRICAL - UNIT-C 1624. SCALE: A"=V-0" ;N- UJ C1. CIR, Cm, C. -= CL. cc 3: L CL, ca 0- CD C14 CD LE 0 N,9 NO P 87 % STATE OF 0.. I R To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL E 59 c-4 8 04 0 c-, LL Lu N 0 CL LU u_ 13 cc u_ _j Z 0 .0 0 6 CE M =3 M rn 0 2 W LLW IL U) Z 00 d W 0 U') < < Z < W V) ;2!: W U. (1) (D ffl 4t'_ U - 2 0 LIJ JIM V) V1 A L=U: E 8 C�3 z 0 Z < E <Z R 0 C, ,E), E 0 Z az �z C .0 0 Z Z <W MW 8 02 �z 0 cy C> < L .0 M, 1w 0. � 'T .0 00 C%4 M 0 C�j CV) CO =3 60 .2 CO CNJ 0 Lr) CY) LO (.0 C%4 C) C:) Cn < C:) 04 Lo .E CD 0 :E:3 Z E 0 11- M 0- E 0 0 0 _j < 0 JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. 11.2 M 12 OUTDOOR LIVING — — — — — — — — — — — — — — — — — - - - - - - - MMUL ------------------------- OUTDOOR LIVING OUTDOOR LIVING M - - - - - - - - - - - - - - - - - - - - - - - - - MMO -------------------------- OUTDOOR LIVING Fv I ------ I I Li I T(D DINING KITCHEN KITCHEN DINING DINING KITCHEN KITCHEN F--- L--- L — — — J L — — — L — — — ::: ::: �: — — — — — — — — — — — 4 GREAT ROOM GREAT ROOM I � om iiii iii ire iii 7. 1-1 r- No W! W Euriii oom, :00 flo 97K, St go; 1.-, --1 --- 11-K-11 SUN on' 11B :ME so I Hot "GARAGE Is 1-CAR 1-C-ARGARAGE WON 11 ME[ MIN PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES -,ENTRY UNIT-C Z 1624 ----------------- 7 UNIT -A 1532 r- — — — — — — — — ----- — — — — -- ZZ GREAT ROOM OUTDOOR LIVING OUTDOOR LIVING 2 M 1111 N 0 a 0 F�v 0. DINING DINING KITCHEN KITCHEN DINING 7,� j L— — — r -1 L — — — I ML --- J- :mw:mm:mw:mw 11 GREAT ROOM GREAT ROOM Wi .1 Its P—M 00, K! 10R6 WN 00, P M4 ) r(791) �,X role WJ 2! QN41 Wom Agg-j am 7-A 0 Z -1--CAf�-GA -1 --CAR- Qil��AG E RAGE 11 INTRY, ENTRY- - UNIT-C UMT-Q 1624— 1624 U r- - - - - - - - - - - - - - - - -- 2 -2 —4 7 1 -CAR GARAGE -ENTRY UNIT-C AQ24 L r------------------ I 17� GREAT ROOM 1 -CAR GARAGE UNIT -A 1532 -%-z --------------- 0 ELINERTNE ENTRY ---------- 171 ELECTRICAL SERVICE PLAN_ SCALE: A"=V-0" C211 '10 Q) C3 Z.- LU C3 C= L; co CL M 00 C..v C.4 go 21,4 LA- t3- la CD 6. 4b 9-4 = C& C= go co M.= W r cc in 0 jj.. fj M C14 C=� C14 C14 CE/V**- No PE7 7sQ/�� STATE OF 44/ .0 0 % NW - 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 E 8 loom L (A 0) - Cm, I Ow a- ul 42 -, - - LL 13 co LL -j z 0 D z = M (C,� 0 :E= Lu W 11L o, I z z LL &6C)= L0 Z � Cl) C14 L) C0 .. < 0 L) W (D g3 !2 C, I U) < V, Q) 0 0 - LL 4-j Wro C;; LU U 0 V) V) 2 U L.0 8 < 00 - U) 0 Mid c'S C111 Z< z U- E to _O ZU go 00 '23' E 0 o< Mz �z <z co C: z < 'o 0 z z M .0 .2 , �E z w 2. ;S 012 1z 15 0 W < '0 �wz A < 10 zL- H .2 T- 00 C.�j CO Tu") 60 T- M :3= CN F— 0 LO cf) LO (D C'4 CD C) 04 LC-) c6 T— o) E 0 z E 0 77 (a E 0 0 JOB NO: 23-13125-13130 SCALE : AS NOTED SHEE7 NO. 12 !J 8F8-1 B/1 T 8F8-0B/1T 0 0 0 0 0 8RF14-1El/1T8RF14-0B/1T 8F16-1B/1T V (a 9 0 8F16-0B/1T OF 10 01 10 01 8F20-113/1T 8F20-013)"IT (P (9 < �U=< 01�Au<� TYPE DESIGNATION 5 REBAR AT TOP F = FILLED WITH MIN. (1) RECI'D GROUT / U = UNFILLED R RECESSED ICLEAR QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- EB/1T 0 Z -GROUT tNOMINAL. &D QUANTITY OF --#5 REBAR AT WIDTH #5 REBAR AT 0 BOTTOM OF TOP LINTEL CAVITY NOMINAL- 0 TTOM REINFORCING HEIGHT IN LINTEL ,,�POROVIDED 7-5/8"ACTIUAL (VARIES) 0 8" NOMINAL WIDTH MATERIALS Ic precast lintels 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ 4haximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 wt minimum net area compressive strength = 1900 psi. 6tebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. 94ortar per ASTIVI C270 type M or S. GENERAL INSTALLATION NOTES 1 . Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L11 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <_ 1 0 Safe verticalTo-a-d horizontal load . ALTERNATE POWERS STEEL LINTEL n REBAR AT TOP MIN. (1) REG-D- 1-112"CLEAR Lu Lu C.M.U. 6 1J .0 P en 0 M U.J � L'u Lu C0 0 Z CL =i C) U) C'I Lu 0 Lu 5 REBAR AT BOTTOM Z <-= _rMIN. (1) REQ'D Z 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications Z. "O"k "b "'0. R" 0 0 8RF6-OB/1 T -------- 0, 0 0 -1 U-16" 8F20-1 B-2T C D 0 0 8F24-1B/1T 8F24-0B/1T �FA' 67 0 Us 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 6 M- 0 P N Arq-%L 2ND FLOOR LINTEL PLAN SCALE: 3/16"=l'-O" SYMMETRICAL I MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=l'-O" SYMMETRICAL A WOO ts E �5 = 92. t- Co c) W cc C= .!a .= C14 4n C, go tj cc C, U C> C14 C14 LE E N No 8 10 STATE OF 41 0 R% To the best of the Enginear'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. 0 W E S 8 U Coll C� 0 L " `�' '2 It 04 0 co V ccu r7j LL Z Z 0 CD 0 :D ca W '0 :I, C� 0< cc '_ W Z LZU Z 0< 0 Z C-4 < W C." CD Z �� I (D Z U.) Z 0.1 - LL 4-1 0 15 0) M 0 LLJ 9 LJ1 Of C11 Ln S C) E C) < co Cl> C-'> 0 Z Z LL" 21 E .30 Z < R E 0 L? Z 0 C81 E 0 00 0� CO W t �Z ro C q < Z 0 , , Z. Z -j 8 50 Cn W CB 0 Cl> Z .0 00 CN C�l C41.) CO C:) LO 60 .2 U) co 0 LO CV) L0 N 0 C:) M < c 04 LC-) c6 N 6 E 7- 0 Z W Z :1 E (D �5 a 0. E 0 L) _J M < a I a) _J JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. L 1 0 7 C*4 F_ :19 :Q C) 10) t2 �2 C14 t4� CN CD I CN PI) t2 2 Cr V) :19 -2 CD C) CD t2 t2 t2 C14 0 C14 C> ,>4 0 0. E 1�2 0 W E .2 ID LZ C14 CD C14 8� im Is a- C14 Ck� 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 CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-13 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(61 OMM) 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 51TMS 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 1.1,13. "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 TRI 1 -14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE SITMS 402-16 & ACI 530.1-16, ASCE 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2X6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 1OPSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. T_ 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 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR"I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ks! 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4� 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2' 1 Y2. y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-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 Wl CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 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 ANSIrrPI 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 718' 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'YBOLTS 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) OF THE TREATMENTS BELOW Borate ir Boracore treated lumber Soil Chemical Baryier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re inspection and treatment contract renewal shall be provid6d. The sign shall �e 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. Irrigati inkler syrt ssinclugi.n no tn Bile � all risers and spray =shall hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs befdre vapor retarder placement, retreatment is required. 9. FBUeRr3`m61 a �eij bC eiOnrcretXeteov r o rtanadt mortar along the foundation perimeter ee a orp a must , re ment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of corngliance must be issued to the building department by a licensed pest control company efore a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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 PROFESSIONALSSHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81, 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 3/8". 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. V-4 to A , ca wc= 2 F_ to go A! 13 21W 31" in Ck. 0 0 --GEN*` ZP`* Cj No P 87 Z-0 0 S TA TE 0 F Z_ .-0 0 R % 40� N A To the best of the Engineers knowledge, infoinnalion and belief. the structural plans and specifications contained Within these drawings comply with the 2020 Ronde Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W E 0 0 cj cc") 8 N 0 I- P4. 42 C14 C) (L LU a Cc LL u- 9 z 8, :0, 0 Z 2 ca 0 C� M, Lu 0 W :3 0 W 05 CP �; X- �u 20 C', z 5 C-) X 04 U) IL < a d C) El I z W 0 < (n ,a) c/3 U LLi V) LLJ E al C) 4- C-4 M VM c13 z< z _j Lj_ E z. - . .o 2 z 0 - z' ro CL E3' E tj - o 0 w Q0 u ol 0, x , z C cc C C: of� z z o� � w 8 z 30 �3 u E z w u W M 0-k 16 3: .2 o6 C'� CO C=) LO Cr 60 U) 0 4-J C1*4 0 LO CY) L0 c:> 04 < Lo C4? E cc 04 0 z E E M M 0- -01 JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. SN C14 C4 u V) C) 'zi t2 t2 1 LO CN t2 C14 C14 C14 2 0 =3 C�l r— CD 9 t2 t2 Cli 00 462 Cr 0 _31= C14 C> CN CL E Cl) W E .2 9 C14 Z� M z C14 C,4 CE M THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ..... . .... ........ F.---* .... ... ... ... IA ....... ...... .. ...... . ......... .... ........ ... ..... 11—If � ..... ....... ...... 16GAxl-1\2" LONG (3/4"-l" CROWN) :jj ... * .... !-+- MAX--* 16GAxl-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN . ..... . f.1-1. � . . : � : OWN) STAPLES@ 6" CR STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF 7 1 1 1 % HOME--/ H C G GARAGE SIDE 00 0 '0 51-011 STUB -OUT FOR LO GAS METER 0— -1 0 c,4 — — — — — — — — — - __-� - — — — — — — — — — — — — — — — — — — — — — — MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4- @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS — 2" X 8" @ 16- O.C. 13'-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. 191-31" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2' X 4" @ 24" O.C. 6-111 (2) 16d TOENAILS 2" X 6- @ 24" O.C. 8'-6- (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111- 0.1 (2) 16d TOENAILS 2" X 10' @ 24" O.C. 13'41 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 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 1.811.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 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 FILL CELL:� STD. 90- HOOK F BOND BEAM F_ 11 1� LU V�� CONT. #5 CONT. #5 STD. 900 BAR HOOK BAR F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR I NTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTI ON TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2" max gap " . 4 max. Clinch when nails possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite 4" . — - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff 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.* w consideration. Check local building code for appropriate details in One 1 Od box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glularn Beam Boise Joist Blocking Use 3" (10d) nail- at R' n-r Q�� Provide adequate bearing for each lapped joist. 1 Od nails SECTION INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE (see table b IN BEARING ZONES (KNOCKOUT EXEMPTS) elow) D (see table below) (se, DO NOT cut, notch 7K or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Inter e�diate BCl 5000se 9-1/211 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16000s BCI 6500s& 9-1/2" 11-7/8" 2-8d 2-8d 2-8 3- - 14" 2-8d 5-8�d 16" 2-8d 6-8d� FBCI 600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16 2-8d 6-8d BC1 gose 11 -7/8" 3 -16d 3-16d 14" 5-16d 5-16d g. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls : - for vertical load transfer --Plumbing when load bearing - for lateral support when joists I meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* (� Joist When joists meet over wall, provide 'oc' Whe t7z 7, 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 111111111112 - C DO N ANYWHERE IN A ROUND HOLE MAY--/ LARGER THAN 716" BE CUT OT CUT HOLES THE WEB. PROVIDE AT 7=ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,. Any 16' idst Span (it) - 1 - . . .1 - - 12 l-U' V-11" T-2 1 T-3' 'V T-9' 2-4!* 24 1 " 3-T' 4�-Z' 4-9' 94' 16 4241'-9 T-U V-11" T-7 T-7' T-T' 2-6' K3-7' 3-2- 3-10" 4-9' 5-7" 6-41 -21 20 0 1.0.. T-0 T-11" T-7 1-2* 2!-U' 3-0 4-9* 4-11W 6-11" 6-11" 7�411-18'-11'* 1._U. T-11" T-Z' T-W 7-6' _.r. 4-9' 640" _T -2- 9-4- (v k" 1 1 n - of - NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2' 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. Jc SIMPS( w/ (22) � NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY WFASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4"PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —111-7 Nail with 10- 1 Od nails. Install fight to top flange. SLEEVE THRU STEM SEE PLAN FOR--' 0 4 0 .4 !I ristall .1ght to top .1ange 4 4' FOUNDATION INFO i - I STEM FOUNDATION Nail with Filler block. 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— AKBacker Block ,-'I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required wh required if hanger flange is laterally supported by joist doesn't meet an to' height hanger In a top nger. r he re require ments; W. /_O. 16 X Joist de depth I -JOISTS BUCKETS N.T.S. GRADF REINF. SEE PLAN t-vu unmar_,4 rvt, 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 (WHEN SIMPSON H10A w/ (18) 1 Od x 11/2" REQUIRED) NAILS UPLIFT 1015# 10 1A D15# TYPICAL SIMPSON H 1 OA INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" PENETRATION—\ CENTERED @ PIPE . 4 — 4 PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE z A SEE FND. PLN. SIZE & REINF. q PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ;Q 141 4 A 4-1 4 4 4 . . . . . 4 A ( . . . .... ll— 'd SEE FND. PLN. SIZE & REINF. � i 1. WJ 2 15 = 2: — Cc*, z; % "g do C= M -cc � " � 3:2 3111: rz 0 M C1,11 C14 C=> LE lv�, .0,0� NS 1�1 ... 11 � 1I Cj No P 5 I 10. :lz z -33 % STATE OF 44/ ll'C" R % ...... ONA�-e W% To the best of the Engineer's knowledge, inforniation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E 8 cv Cl) 24 C? 0) 4) 0 0 = — cm 40 C:n3 V 04 0 LU 0 .4 W u_ 0z -6 o S, 0 z 1 9 0 g: -s �e o, uj � = co F M W z �o 6 0 LO M z L N < 2 d 0 1 W (D 2 V Pi V) -9 C5 U 0 tA CN V) E 8 " It M. cl� __J 2 z z E 0 E z z 0 C', E 0 0 C'D Z Z ro C z C, � '0 8 � z z 0 z < z &3 SJC"> �r 10Z 0§. 0 o6> 6 0 2 CN 0 C'� M LO Cr 50 M 4-1 4_J C14 0 U-) -0 CIO LO .0 (0 C14 0 4=> M C\1 U-.) co E M :3 0 z E 4=1i 0 42) E cc (L 0 _J < JOB NO: 23-13125-13130 SCALE AS NOTED SHEET NO. SN 1 --Ilk. 4 AJ 41 -1- L .11 �ILOIIJ =,IL=. -j- IL 1, -&L. !1 C14 CID C) t2 t2 I t2 04 rn t2 19 :Q CID CD �2 t2 t2 0 C14 CD f,4 E E 0 a_ 9 C14 C14 :4�- 12 VARIES INSU 5/8" OR 1/2" HIGH -` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7- O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) -\ 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-O"(R302.11) 2� FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF 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" Mj�� FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4q4lp WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO A v BE IN ACCORDANCE wl ASTM I> ......... ......... D7158-CLASS G or H, or ASTM A D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 84 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 ALUMINUM DRIP EDGE -ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W1 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 1x2 PT WD FURRING @ 24" O.C.-/ HF 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN 7 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4N4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 LT /-NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E 00 Cl) 2 ly 6 MIL VAPOR,/ BARRIER 04 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR 2 ASTM D1557) R. (2) #5 REBAR CONT.---/ ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 ST M DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB O.H.D. RECESS PAVERS� 4. 4" Knr� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 'f4" (1 STOR) I / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1-18" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ I IPI IFT ONLY 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) 2x4 CONT: I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" -7VAr- -VAr- 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR 1/2"HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR V8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S ' P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2"CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL x BLOCKING HORi2ONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12"TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8" x 10" "J" BOLT @ 24" 0 ' C W/ IF NOTED, THIS REFERS TO THE 7*0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. V-0" OIL (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1 4xW1.4 @ 24" O.C.) 211 F OR FIBERMESH ATTACHMENTS /211 WWF OR FIBERMESH z 31/2" MIN. 31/2" MIN. ELEV. 4-3 1/2" LW` A.F.F. 1/2"(min.) 1/2" min. - 4" 04 p IT (2) #5 CONT 4" OV-411 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL rc S3 "SHEAR WALL" SCALE: 3/4"=V-0" QS 3 pos r(3 1/2"(min 4" (2) #5 CONT. U.N.O. TYPICAL BEARING WALL @ STEP Aft SCALE: 314"=1'-0" � S3 1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F.ST DS 16"O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 44 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C Ir INSULATION PER FBC AND ENERGY -0 2x BLOCKING HORIZONTALLY@ 8" C * M ' U ' FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"xP.T.STUD 2x BLOCKING HORIZONTALLY@ APPLICATION : 1 V-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 S ECTION C/S3 FOR ADDITIONAL INFORMATION C\I LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 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 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR -.4 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING x x SPACE ANCHOR R 3500#, MIN. TENSION 2600#) SPACED EVENLY FIBERMESH /< BAR -I FROM BOLTS 6" MAX FROM 6x6W1 4xW1.4 z C14 2x P.T. P LATE WEEP SCREED INSTALLED X Ax 11-1 9 LU I AT END OF 2" x PLATE WWF OR FIBERMESH ASSUMED FINISHED E PER MFR INSTRUCTIONS N"-#3 OR #4 REINFORCING BAR 1< 0 LLI C Cn GRADE 2� #3 & #4 LAP SPLICE GRADE 40 MIW F;= 40ksi x -i U) A 96' Cl) A VJ FINISH GRADE 00 2 25' MIN. LAP [30- MIN. LAP] Y� Oks,, [GRADE 60 M IN. Fy= 60ksil N. F 6� X m 9 ;0 6 MIL VAPOR BARRIERF ;0 - - �994 'Qaa� /< R 17/8" �/ X X Lij uj Cn K #5 REINFORCING BAR x x .01 .=M.� Cv m #5 LAP SPLICE x 1) 44r, PnKIT� owl E- C14 COMP. SOIL. (COMPACTED TO -1 95% MODIFIED PROCTOR AS;TM D1557) 41' FRAME WALL TO C.M.U. WALL C ! ONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--\ GRADE �7j(l) #5 REBAR w/ OPT. T -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13 D.RECESS O.H. C1) A co 0? 4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 S RY) GARAGE DOOR SLAB RECESS rj-"� SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 01-01, CONT. BEAD SEALM A INTERIOR .4 4 -31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB---, 0? E lc� �1�1 ce) 6MILVAPOR BARRIER 36' MIN. LAP [36- MIN. LAP] ON 3" CHAIRS 8" V-4" 8" -i, = 10" (TYP.) �'i"% 1- 1 1z 7.- REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS TYPICAL INTERIOR BEARING E WALL w/ UPLIFT SCALE: N.T.S. SCALE: 3/4"=V-101" SEE PLAN 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. 4 CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM A A A SEE ROOF PLAN A q A (2) HTS20 FOR STRUCTURAL C,4 BEAM SIZE & TE - A CONNECTION INFO P T- TE 2x4 #2 SYP P.T. FRAMING wl /-711S6". MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8-1 0 z ATTACHED PER NAILING FOR REINF. INFO. cl) 0 SCHEDULE OPTION #1 LU I. - COLUMN LOCATION er * SEE TYP. WALL SECTION FOR ADDITIONAL § SEE PLAN FOR STRUCTURAL SLAB INFORMATION LU COLUMN SIZE AND BASE rm ES LU LU CONNECTION INFO. SLAB STEP & RECESS (a) S.G.D. U) SCALE: 3/4"=V-0" � �3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3"TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ci W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD 92 ---- INSULATION PER CHART z o SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ,2" ON FLOOR PLAN LU SIZE VARIES PER PLAN C13 00 GRADE E CONT. BEAD SEALANT Cr * w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR I 6 x 6 W1.4 x W1.4 :ji Lu SIZE AND REINFORCEMENT) UJI 0 -.1 WW F OR FIBERMESH c, LU 9 LU :3 0 LU UJI -A A 0'-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS 8 LLI 0 0 Cl) LU = U- 0 Un) z ;2� < M1 f = N--FOOTING -uJ-j 0 14" 14" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" S, I" tstyul'111 PAD REINFORCEMENT—/ 3" MIN. CLEARANCE (SEE SCHEDULE) L DATION 4, FOOTING WIDTH INFO. SEE SCHEDULE PATIO COLUMN FTG. DETAIL N TAPEREDCOLUMNFR MING(CD12 SCALE: 314- V-0" \�� SCALE: N.T.S. C; I (P C=1 r 1- 12: C;6 &- CM CL C, go C-4 10 'n "12 C2 to .5 'm C. 14 co 'm CC CC CL. Co 0 Lj Cl> C14 C=� C14 C14 LE 0 E N rj C,j No PE787 CC �3 STATE OF :44, A, *.. 4 0 % /ON A 11"11111"114 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 - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 1- 8 E 53 C'i CD m 0 0 04 04 Cr-1 % U- L� 04 Q (L LU C _,,, '! u LL tj cc _j LL z 5, 0 - Z; 0 :) z i g 8- R t 00 m Lu W I OM 0) Y, z z IL IL L0 z (0) XLU C0 z 04 < o (n P od clor W Cl) F. 4-1 C-13 - Lij 0 LLJ In C-4 V) as U L" E (-) 0 Q0 CS z< z 14 U- CCF E 0 E z- uj z Z 0 9 CL 8 E <1 m 0. W x 00 z '0 � z w Z C/3 � < A .0 z z 15 zo U.) 0, z < �-2 0 W I 0 goo C14 0 C�j Cn CO LO :3 Cr C:) 00 *-a C14 00 LO 04 0 C=) m < CD 04 -- Lo 41t N- E m C14 1- 0 0 z E m 0- E 0 0 0 'a < JOB NO: 23-13125-13130 SCALE : AS NOTED SHEEFNO. S3 (MONO) CN C� 7 CN rn Lo cc C3 t2 11") 7 t2 I PO :2- c14 co 7 47�41 En 0 CID C> ro 7 LO C14 7 P") C14 CN 00 Cn 0 -a:_- C -1 CD CL E 1�20 0) W E 0 CL .2 01 _T LZ C141 C=) %i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT STANDARD 3" DIA. TEE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER—\ ///—SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3- DIA.) FOR CLEAN -OUT DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY AAIAI 1 10 't ILAAVIIAHRA VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 1 / � 2x BLOCKING @ EACH END W/ 10d @ 4"O.C. FROM EACH HEADER FACE 77/ TO BLOCKING --�(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" vARIE6 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 TYPICAL WALL SECTION (TYP) 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) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D _,-2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAI I, S 'r� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6' O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD \—BLOCKING (TYP.) \—ROOF 2x P.T. PLATE TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16"K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF CL_ TO DRAIN EXTERIOR WALL CLEAN —OUT WALL SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" 1STCOURSE 2ND COURSE I 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT K" D� "4') SCALE: N.T.S. '\, �4 KNOCK -OUT — BLOCK W/ (1 ) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 i L 81/1 STD.qd'HOOK_/8"_II?EN LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS I GREATER THAN 6'-O"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION III 1111� 011 M L NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. SCALE: N.T.S. WIDTH OF OPENING VARIES 41' —FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—, _j Uj k4, > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB _8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET TROWEL FINISH SEE 7, 0/5 GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL * SCALE: N.T.S. %Lo� 4 4 SEE PLAN FOR FOOTING 4OURED CONCRETE BASE FOR BOTTOM OF MOI INTING RASE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 6 3/4" 10" 3112"- 2x CRIPPLES @ 16' O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 11/2" 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 8x8x1 6 BLOCK .DOCR OPENING --Ct 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 111 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK (**"�K SCALE: N.T.S. �, �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V- 4' (1) (2) (1) (2) (1) LSTA30 41-91 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 717;7. (2) (4) ( ) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2"x10" OR GREATER HEADER `(2) 2x HEADER SEE PLAN INTERIOR HEADER: \._(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS 9 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 @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J"BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 12 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE�� SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 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 U.11 0 O/C FIELD < 0- 2x TOP PLATE co \�2-16d 2X4 FIT 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 wl (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--` H I W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF SPLICE -7 /_'� if6,,, SPLICE STAGGERED _10d @ 8" O/C ATTACH ALL __/ _1 -1 EXTERIOR STUDS W/ (4116d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC I OVER STUD AT LEAST 4'-0" LONG. TYPICAL r TOP PLATE SPLICE DETAIL K"M_� SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 — SP2 I (P hi 4 1: 1-- TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"*'—j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING SCALE: N.T.S. \\ �4. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOFTRUSSABOVE F 2X BLOCKING INTO ---(2) 16d TOE NAILS TRANSOM 1 Od NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR I 2X8 WALL ABOVE ADDITIONAL DETAILS L S SIMPSON ENTRY Spi K.O. BLOCK W/(1) SIMPSON SIMPSON-- 24" O.C. RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS —2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM PrE 5/8"AO" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 1 Od NAILS @ 4" _'_�STAGGERED A 1 Od NAILS@ 6" O.C. NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 TRANSOM FRAMING y BEYOND. —PLYWOOD FASTENED TO TRUSSES o WITH 8d COMMON WIRE NAILS @ 4' L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 o SHEATHING & 8"O/C FIELD • SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2X6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2w/(12) 10d NAILS MASONRY o • SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 0— 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN (21 PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) o ALTERNATE: 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. 9" co C%A LID cc C-4 LL. CL. 2 W 4=1 cc 2 cc C14 I=) cli C14 I# L E N 0.. No 87 P STATE OF 0 A, ;<,, 0 R I 0 N A "Iffillift, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained Within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 111'. 8 E S C'A 10 c-, C-1 � R - "' 04 - 6 � - '20 . - 'r-O- r4. ZR '- L� C14 CI CL LU ' '! LL U_ _j 0' Z it 1 C� co L�u W < z z 0 0 Lu Lf) cv) z IL L a N .. < z 0001311 < E3 U) 0 Q) E 4_j 0 LL' Ln V) LLJ E 4 C'4 M C�> 0z - z z< M __j LL_ S .0 w . M0 1 Zo < E 0 y'. 'z zo 0� Q '0 W� 00 DU z E 0< -0, 10, a �z �z U.7 z� M0 0, Z, z _j �z <W < Z� z A CI), < S ozi< 00 04 cc 0 C'� M Co LO T_ Cr -6 C:> 50 U) 2 00 4-d 4-0 C%4 0 LO ce) LO M (0 04 C:) C) 04 Lo c.6 E 04 0 M z E (D T_ M E 0 0 < JOB NO: 23-13125-13130 SCALE : AS NOTED SHEET NO. S4 7 C'4 CD —1 C) C:> t2 Lo t2 I r4,) C14 C'4 !2 1 C14 :*9 :Q co CD C:) C> rl-) t2 t2 C14 22 0 Or C*11 C14 co W E 01 Cl- 0 e-) C14 C3- C14 C:> C14 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 114")Q 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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 - [RSHI - ON FRAMING SHEET FOR SHEA-THING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAI L w/ (2) 16d NAILS 45*± 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 PRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 M9" BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45* SEESTRUCTURAL NOTES AND NAILING 2x4 CRO11 BRACE SCHEDULEFOR SHEATHING DETAILV KI�OER 2x4 KICKER 2x8 SYP#2 1" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT @4 _0 /C& @ 8'- EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48- O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. DV X BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS vc 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" O/C CORD ATTACHED W/ (2)16d TOENAILS �17 w/ 10d NAILS @ 6" O.C. I W W THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) . UNSUPPORTED, IF >9" SEE 1 O/S5 'v IF BACKNAIL w/ (2) SEE STRUCTURAL NOTES NAILING SCHEDULE FOR DETAIL 2"x4" CROSS BRACE-\1 16d NAILS A�D SH8ATHING N APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10dTOE NAILS@ FROM RIDGE FASTENED AT EA. END 'o, EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN .11 TOE NAILS @ EA. END GABLE IS 4'-1 "OR 2x FRAME WALL (SEE WALL SHORTER) 12" CDX PLYWOOD OR 7/1 ov" @ 48" O/C FOR THE (2) 16d lt�:NAILS- OSB SHEATHING ATTACHED FIRST (4) ROWS OF N1,,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM A77ACHED (2) 16d NAILS W/ (2) 16d TOENAILS . . 2xBLOCK 2x4 PANEL BLOCKING @ 48" O.C. FOR ING 2x47' ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @4" O/C SPACED 1/2" 8""J" BOLT 48" O C �&47" ON TOP OF PANEL , INSTALLED PER MANUF. x . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAII OKT wl (4 @ 48" O.C. BLOCKING, FASTEN WITH ) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/(7) 10dxl 1/2" NAILS I.. INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24,11 0 MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2� WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK �5 SCALE: N.T.S. TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ;o ;o 2x4 #2 SYP BLKG @ 16" SEE SCHEDULE - [RSH] AND FASTENERS. (MIN. SEE STRUCTURAL— NOTES AND NAILING SCHEDULE FOR O.C. w/ (2) 16d NAILS EA. END. - ON FRAMING SHEET FOR SHEATHING FIRST 4 BAYS) N 4 SHEATHING DETAIL BACKNAIL wj�� (2) 16d NAILS WOOD TRUSSES 00 ;0 2"X4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24"O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 1�t NAILS @ EA. END ATTACHED W/ 2 - 16d 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 t O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" 'N,15� ADDITIONAL INFORMATION. SCALE: N.T.S. ��S 5 UNIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT 2"y4" MIN RFF M/.q.q CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" �SH SCHEDULE TTACHMENT SYP BLKG @ 16" O.C. I x 0.131 " AILS EA. SIDE 2X4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. � �5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT 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 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6- O.C. EDGES AND 12" O.C. FIELD -2x4'T'ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4- O/C 2x4 BLOCKING-N,,,,, --2x4'7" BLOCKING @ 48" O.C. -1 6d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 'IT" BLOCKING 2x4 48" O.C. - ---16dNAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" TYPICAL W D:4� L GABLE TRUSS WEB SINGLE 1" BRACING DETAI SCALE: N-T S_ DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION r3 SECTION SCISSOR GABLE 1711 BRACE SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. 1\ �5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS x -1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTAW/(4) E O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4'X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4"7'ON TOP OF PANEL—j BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. �5 MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1- 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 UJI BRACING W/ (3) 10d x 3"AT EACH CONN. @ 24" O/C MOISTUREBARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2-x4- (U.N.O.) 1" BRACE 2"XIS" (U.N.O.) 1" BRACE 24-1 0'0" - T-O" 3'-01' - 6'-0" 6'-0" & GREATER SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4'xl 112" 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 TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. L L cc 10 CL NOTE: TOP 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 ZBOTTOM CHORD GABLE END BRACING 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-4- O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 W Z. Uj C3 E = 2:9 0 Cj 10 0 LL. m % = -. I. Cc* a s =11. CIO v a = Av., -a,= 93 0 ce> 41 0 E N :I ,P . No 8 0 787/0 cr -33 STATE OF Z 00. ft A, 0 R ,� Ii- NA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C, C� 8 q 0 - - Co :1 ro 14 '�C4 0 LU o' ca u_ U. a. 4 _j Z 0 0, = M CS or g ca C� G Co LU W U) z co 6 0 W z 0 x CN co l- d6 01 1` 1 z IN - (D m !9 c! C) S V) C-D .2 u- 4-J c_/3 0 V, I_ U) E 0 d m 0 - CAD z z z �c E -o z < E-= 0 z K 0 Q� M CL cc=3 E mo 7" 0 11 wx 00 no 01 01 z tl� tL o � 1. z z x LLI =3 CO M C -5� C 12 .0 1, 0 z " z 15 �3 i 1z w zo 0 W 8 co 3: o-, 0< -z w. Rt '1� '. 69 A Z71 F11 '0 c-1. zli 21 00 CN C.0 C'� M L_ CO U`3 =3 v-- Cr 50 U) 4- L0 ce) LO N 0 N U-) E M C) 0 z E T7 r_ M E 0 JOB NO: 23-13125-13130 SCALE AS NOTED SHEE7 NO. S5 _j_ III- 4_ I A A6'_i._ -i . J, _ jj� J_ A I _ � I J_ _ _ - - I I - - - I I ____ �__IL. . __ I ., __ - - 1- - - i--.- --- - - I � - L.- 11 1- _1 & . L . � N 1'� CP -3r 04 7 04 E < co CD I C� C) t2 t2 t2 I l") C14 t:;;;� CN V) C) :2 1 LO :2 to C**4 Cli �R C5 49 C C14 4 0 0- E �2 2 E .2 q LZ re) C14 C=) CN C"I CL C14 CN VINYL SIDING INSTALLED PER MANUF. SPEC'S OSB OR PLYWOOD w/ APPROVED HOUSEWRAP CONTINUOUS STARTER STRIP - SEE INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION METHODS, HOLD 1/2" BELOW TOP OF BLOCK WALL WEEP SCREED UNDER HOUSEWRAP CEMENTIOUS FINISH CONCRETE BLOCK WALL VINYL SIDING TO CONC BLK 2 STORY MODELS ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION - BAFFLE INSULATION PER - CHART ON FLOOR PLAN SCALE: 3" V-0" -FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 -PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS F G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SHEET FOR SHEATHING AND SCHEDULE - [RSHI - ON FRAMING FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WEI (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 W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE SHEATHING JOINT DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W VINYL SIDING INSTALLED PER MANUF. SPEC'S 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j =) UJ COMMON @ 6" O/C EDGES AND 12' O.C. FIELD u_ INSULATION PER W 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA:5 1000 ( B��R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEgi, wo - .ft S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METAL SEAT LN'ER PLAN 0 PLATE I 7 1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8" GYP TYPE " X" @ GARAGI vo . DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 TAOOK (SEE DETAIL) 1/2" GYP WB 8"X8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL RCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU 0 4"x4" INSPECTION PORT AT _z 0. EACH FILL CELL TYPICAL Uj Cn 1x WD FURRING @ 24" O.C. CL AT GARAGE CONTRACTOR BASEBOARD UD TO CUT BLOCK OR POUR C14 CURB DUE TO SLOPE MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE ------ E -4� . 'd /FINISH GRADE 2 4 00 0? A - 'A 6X6 W1AXW1.4 A ' 4 - . - 2 '. -.I, A 99 WWF OR FIBERMESH A 4 OOK STD. 90*H CHAI (SEE DETAIL) (3) # 5 REBAR ON 3 I c' uaj c' RJMES�: W/3" MIN. CLEARANCE 14" 1 TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-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 W/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2"TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 W/ (12)8dxl 1/2" NAILS @ 24" O.C. 1St FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSSMOIST 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 SCALE: N.T.S. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEPSCREED 4- PLAN INSTALLED PER MANUF. 2'x4" CROSS BRACE @ 48" __F -SIMPSON HETA20 W/ (8) 1 0dx1 1/2" I I NAILS @ 24' O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF I I END WALL W/ (2)10dx3' @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS',1 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEPSCREED w INSTALLED PER. MANUF. a 0 0 SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 1 NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK 15132"OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF j NOT FULL HEIGHT SHEET- I . 'ADII __J1 L (e FLOOA SYST I M � (2)- 2x TOP PLATE /-BEYOND TF T _T 15/3T OSB EXPOSURE I SHEATHING Lu Lu :r 1 09, BLOCKING (CD ALL _j C SHEATHING 0 co EDGES (SEE OPENING IL 11 ' ECTION X-X) 9: 0 x Lu N III IF IP E - W 2xSTUDS Lu 11 Ffl 1 11 11 1�)FBEYOND. '0 SEE PLAN 0 m 0 J11 Ll cn 1' I -2.4 P.T. BASE PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B 318. "S"= NAIL 3/8" SPACING @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �6 FOR ADDITIONAL INFORMATION. %314 S "1/2" S 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F USS) D LOOR TR SCALE: 1 1/2"=V-0" � �6 NOTE: SEE TYPICAL WALL ,-- SEE SHEATHING SECTION C/S3 FOR le, ADDITIONAL INFORMATION SPECS ON FLOOR 1/2" GYP W.B. MIN.@ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY- @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SPI W/ (10) 10d NAILS AT EA. STUD F(MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -A-4- - - --- - - - - - - -- 7- 'T4 . . . . . . . . . . . . . A'. 4 A I 'A CONT. ON 3" L 1. 8 Ili =I�F. 8' (3) #5 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION 'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 AT ALL PANEL BLOCKING (LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16* FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. MAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3' D.C. ,,STAGGERED FOR SHEATHING 0X9J11[111Kffi'4 �0/14" 01�bv 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN (n z NAIL AT BASE 2 ROWS @ 4' D.C. W/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4- D.C. w/ 8d COMMON NAIL L � :'r NAIL OPENING PERIMETER vv/ (2) ROWS @ 4- D.C. W/ 8d COMMON NAIL. 0 < Lu @ NAIL INTERIOR AT 6' D.C. wl 8d COMMON NAIL. c. x STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C. _j a w/ Bd COMMON NAIL 0 :', Lu 2 Lu 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF 0 a x 0 0 'n wf 8d COMMON NAILS @ 4' D.C. (2) ROWS @ TOP & BOTT. �k' 0 -j :) t; u- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL cj LU x 0 MEMBER IF GABLE END !� 7: , - U) NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 ?0, 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10"OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED--�' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON ALL* T @ INTERVALS NOT EXCEEDING 10'-0" (R302. 11) 5/8"DIA. x 10" "J"BOLT W/ 8" S EMBEDMENT @ 24" O.0 W/ 2"DIA x 3/16" PLATE WASHER'(MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. --\ SLAB W/ 6X6 WIAXW1.4 WWF OR FIBERMESH A'A 4A j _. _1 -A 1-1 I I M I M A 4. A A =1 1 4 ' A 4 A N A J I A . A -71 (3)# 5 REBAR ON 3" CHIAIR-/ 4" V-8" 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON '4' (1) (2) (2) (1) LSTA30 4-9 9 (2) (3) (2) (2) (1) LSTA30 (3) __L2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO .2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK. SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 -8 - W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD IST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0': ADDITIONAL INFORMATION. 02 C%j :0 wi C2 C2. CL. cc c= Cl-A In -cc 2! r= -ft TW cc 31; Cc 5. = . E C C1_ C-4 j%J1111111111'r -zl Cj C-j E No 8/0' 0 STATE OF To the best of the Engineefs knowledge, information and beI7 the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W I- 4 E 9 8 2Q - c;o; R, C� 6 0 cw�' C G 0 -0 o '� Lu N 0 ' 14 ai c) �r �j r_ _j (L �d 0 0=' .2 cm 0, C� �; co W og = M"- . 63 2 0) F, < W tLW z 6 _j 0 W Go z z C14 W $ < U) U1 - Q) 0 4--J u- 4�'_ C5 M FE 1 - 2 Lu V) E21- " A E 8 C) .9 1 - = z o a5 z < U_ ctf E z 9" 1 gL 0 E 0 E �c go R o uo o z ccB, to o 1< 1z m z C C < I '. 1, �o o� z z 8 z 'z 8 o _z < jo Ej cl> 00 CN 12) L_ COC%1) LO T_ Cr 60 Cn ca r 4-0 0 LO CY) LO --? < C) vt E M 0 z z c E E 2 'D �6 r_ 0 0 _j 'a M < c 0 JOB NO: 23-13125-13130 SCALE AS NOTED SHEET NO. S6 (MONO) Wu i� d&QL 1. L —A--i JILL�l L. I I kii-1111, —, A r- -R �0- C14 !2 I C*4 rl") t2 VT :19 C:) C) t2 �2 LO t2 I PO C14 4;� C14 to CN F- 0 =3 Cr V) Q t2 �2 LO t2 C14 �2 6 7- V) 49 -0 > 4� C14 C:> C14 E 1.2 co E 0 0 9 LZ C14 rl> C14 C> 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). 13/4x 11 JVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2X4 PT NOTCH--, INTO STRINGER k — L— D H -.--2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 W/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 1 1-0.. NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS�' 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2xi D FTS P 2X4 PT NOTCHED INTO X8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR NTH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GI I IFn AND NAILED TO STRINGER E FOR DRYWALL SPACING SECTION VIEW SCALE: JOIST SYP 2x8 SYP STRINGER MUST MAKE FUL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER L ALIGN THIS STUD WITH FACE OF 2ND RISER ------- - --------- TZ7, —2x SYP CUT TO FIT BEARS IN WALL ---2xl 2 SYP BEARS IN WALLI B ----2x6 SYP C>< 2x4 SYP BLOCKING\ 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 2x8 F Z� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER 1-17 MAINTAIN BETWEEN T' _;�11 , /7�, AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RIS9R BLOCKING FOR ,,--1x4 GLUED AND NAILED TO STRINGER STRAP GLUED Tb 2x4 DRAFT RISER AND TREAD STOP ,,,�-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --�-2x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 ROVIDE MOISTURE ROVIDE MOISTURE/ PROTECTION TT TS LZt ATTACH ALL COMPONENTS �S I W . X OF STAIR TO CONC. W/ J" X i T PCO M '0 C 2 t'TAPCONS @ MAX. 32" O.C. \—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T'X NAILED TO STRINGER 2 TAPCONS @ MAX. 32" O.C. SECTION VIEW "All SECTION VIEW 111311 11.=11 , SCALE: 1 V-0" -01, SCALE: 2x8 STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 61. SIMPSON A33:5 !O�R��ZZ ZZ LSC EACH STRINGER 2x4 CUT ON BEVEL_ DOES NOT BEAR IN WALL G-1 1�-, TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT ��S! T 0 P 2x8 SYP DRYWALL STOP "--�-MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS G BEARS IN WALL 2x12 SYP BEAR,' I 2x4 BLOCKING FOR 2x12 SIMPSON A35 IN WALL OR LSC EACH ftRA 2x4 PT UNDER 2x12 2x6 SYP 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 W/ 2X4 PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) AT STRINGER CONTACT POINTS SECTION VIEW "D11 SCALE: 1 V-0" FILLER STRIPS ADDED 'PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING —2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" V-10" RINGER 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2X4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE —- AT STRINGER CONTACT POINTS SCALE: 1 V-0" '/-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIX4/GLUED AND NAILED TO STRINGER r-'OR DRYWALL SPACING H SECTION VIEW "Ell SECTION VIEW SCALE: .1" -01, 2 SCALE: 1 V-10" -3/4 PLYWOOE ON DECK ',�x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALLSTOP NOTSHOWN SECTION VIEW SCALE: 1 V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT, V/ (2) LAYER EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND :) T OR 1 j"X16*' LVIL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11- SCALE: 1 1 SECTION VIEW SCALE: v-0,; El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS GLUED AND NAILED TO JOIST. NEWEL BLOCKING STAIR CONSTRUCTION DETAILS (IF 1 IX1 7 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" JOINT -TO )ISTS) NAILED AND ) TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW 1 POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) 2X STRING6 2X BdOCKING 4 PSON MTSJ2 W/ I Od x 1 1/2" AIL 2 D OR 2X BLO5,KING 3Z RlSt5e VARIE&4 ECTION VIEW 111-111 SCALE: 1 T-011 LU CD cc CJ Vj C14 W C= .t CL. r lap, = -ei 0: U-F C cc C14 C�l C14 0 L E �V % ko Cj Cj Z : No so STA TE OF 441 0 4tl 'S. Z .-* N"41 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 engineedng portions of the drawing pages bearing Engineers signature and seal. E S os 0 08 R CR C� 0 0 COOD 0) rL V L-� 0 U- 0 LL - fe z r- ;; 8 8 3 212 M cS o� 0 0: :S:C, C� ca Lu :3 M 0 2 U) z Co z 0 W U3 IL 04 0 6 11. 1 z W co (nul a) - u. 4-J 'S r-, :1 — 2 0 L. g V) cil C-4 V) =3 co 6 E as .1 0 C13 0 F. z < E . z - , 0 , -, iR 0 a ea C1 E 3 0 U 0 0< z8 C.0 CO fu C 0, '0 1, 0� Z, -0.1 �z z z W HN CE 1� C`3 LU 85 0 00 C%4 cc co C'� M C) r-- U-) 60 M 04 0 LO .1� CY) LO =? N (0 0 (=> (M 04 < U-) E 0 C 0 E A- -�-; 0 0 'a 0 < - JOB NO: 23-13125-13130 SCALE AS NOTED SHEE7 NO. ST CON C-4 41, 0 C:) C:) t2 t2 t2 I r") C*14 I C14 C'n :*9 -9 co CD r — 9 CD �2 1 :2 t2 I r") cli Cr Lo tn 0 -0 C14 CN 0 0- E co W E 0 9 0 0 -3 0 -2 r _- C14 CD C14 2E 1x4 1/2" DRYWALL DOOR JAMB (REFER IX4 DOOR JAMB (REFER F-1 x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT x4 F 1/2" DRYWALL TO PRODUCT P.T. P.T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. tN. x4 P.T. E X 4 E FURRING 3-1/4" LONG X 3/16"0 3 E FURRING 3/16"0 X 3" LONG FxU4RR,NG TAPCONS (2) ROWS 3/16" x 3 1/2" L TAPCON. INTO STAGGERED @ 16" TAPCON @ 16"O.�. & ,4" 2X8 2X8 BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO I m FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH JYQ 1X8 PER MANUFACTURr: MASONRYTHROUGH 1-1/211 DETAIL 1 x8 wl (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1*1 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N APPROVAL FOR CONN. 1/2' 'DRYWALL 1 1/2 DI 1 x4 DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT �x4 F TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 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 *2" F1 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. IST FURRINI 4" FROM EACH END w/ 2x8 P.T. w/ ATTACH SECOND PLY w/ ) 2 PT A, , Ppr x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0-c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSKcq SCALE: N.T.S. SS 7 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK BRACE(S) 2 x 8 BRACE/ BLKG- 7/16" OSB 2 x 8 45A DIAGONAL (4) 10d NAILS INTO CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) 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 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-117THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR-j INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 7-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT��INTO K.) /_1 /4" MAX 2'4 4 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 B� U) N T 2 x 8 VERT. BRACE(S) LATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) B ACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "-2 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 KOK 13-13 SCALE: N.T.S. IN,, �s SECTION A -A 811 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 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS —It #5 REB (TYP,) STD. 90' HOOK 0 F/ F:IL 11L L NOTCH WEB AT FIRST 2 COURSI -,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 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 4Y? 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 'j v ' L'L- L' 'J' JACK TRUSS PROVIDED BY SEE 'A OR TRUSS COMPANY OR PLAN 24 0* C, 2X6 #2 SYP @ 24" O.C. ING ATTACHED ROOF SHEATHING ATTACHED PER NAILING SCHEDULE C UL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS NOTE: GABLE ONLY, CORNERS SHED ROOF ENDS TO BE SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. 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 PER ANCHOR) 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) eef� 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. 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. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD WALL USE (2) 114" X 3 1/2" TAPCONS AT 16" SCREWS @ 16" O.C. MAX. OR IF MASONRY O.C. SECTION @ ENTRY rL SCALE: 3/4" V-0" I'll �S #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL L FILLED CELL PER FOUNDATION PLAN �R YP.) THE S UNACCEPTABLE INSTALLTION DO NOT DO THIS OW 0 #5 REBAR (TYP,) 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER 1 NOTE 2 BELOW--L—Y—J- CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS 2x SUB FASCIA ALUM FASCIA ALUM DRIP EDGE 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD .1 f DIA. @ 24" O.C. 1, - L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED LISTED IN THE DESIGN CRITERIA ON SHEET SN. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFI T SF01 SCALE: 3/4" = V-13" FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 61-0" H I :J A . A GRADE A' CN CV) C14 21\_ (2) #5 REBAR. (1-STORY) (3) #5 REBAR. (2-STORY) 16" MIN. (1-STORY) 20" MIN. (2-STORY) WITH MIN, 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF '11�TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 7-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. //Y TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + + REQUIRED TO + + SUPPORT SOFFIT + P + + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTEN M SCALE: 3/4" V-0" SION � SS SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8"DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-t - -v _qr-F: _(ZW1zF:T m Amn z >_ 0 Cn < M U_ 0 LU 0 U) 13 @ FIRST COURSE .11 SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL I st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 'IA. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR RECI'D. 11-011 51-011 -'s ji, '4* . . . #5 10" BAR CENTERED W/ .'I; g! I ZF fn(C�K�� IN TOP 10 1 KNOCKOUT/ CHAIR BLOCK SIZE AND REINF. PER PLAN L MONO FOOTING AND SECTION DETAILS CLEAN FILL A. DIRT C STANDARD 9 90r HOOK #5 BAR IN FILLED CELL L SCALE: N.T.S. L L L, V V16, I . I V,.; iW-AV,0 v TING SIZE AND REINF. PERLAN AND STEMWALL STEMWALL FOO 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SAW CUT SECTION SCALE: N.T.S. C1101 00 0-0 :0 UJI C) = C= sm. .0 Ct 'Iwo C'4 CP 05 Cc C--) C14 % L F ...... . 0 -i� 0 r, E Nj'- No 7 5 STATE OF n, N 14j.0 A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the struct ral engineering portions of the drawing pages bearing Engineerus signature and seaL W E 8 I- -,8 5 CS CM 0 te - 'Wo Lo LO U. 0 U:1) r-- r�- V L-e W C14 0 (L cc U. u_ Q z 50 0 13 0. W 02 a W W . z 3 cc Z� z 0 �Y u) co IL C14 < z W 0 V C2 — 2 u- Om 4-J C/�, L.0 1— i 0 kA V) 6 LU E 8 Of CS < 0 C.0 C113 cll�- E go z z z z< < > 0 E y F2 M C83 E 10 00 o < z �0 1 0 <Z �o 1z W =3 00 C 0 0- z z M 'o < z z W C) M o 0 �'z < L 10- 1, mi C:� vt> .0 r- 00 __1 =1 :r C14 C.�j L_ CD LO V_ -1 C:) 80 U) ca C14 0 U M LO C14 04 Lo c6q* V.: E M :3 ih CD 0 z E 2 T7 "a 2 a a. 0 Z 0 JOB NO 23-13125-13130 SCALE AS NOTED SHEET NO. SS DIAGONAL SPACED AT 15-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS NG - 2X4 SPF OR SPAN FROM EXCEEDING JACK WEBS FOR NAILING - SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER WEB SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.)r SCALE: 1/2" V-0" PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" 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 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 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 7 LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB-- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D13 B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" 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. A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL AT 81-0" MAX WOOD TRUSS SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W1 (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS EVERY 3rd COLLAR TIE RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2XIS #2 SYP RAFTERS FOR SPANS 4FT 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--j CONC.MASONRY STEEL OR WOOD T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING SCALE: 1/2" V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ..-v—PROVIDE25"LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE� FLOOR TRUSSES @ 15 1000 SQ. FT. OF 24" O.C. M FLOOR AREA & SEALED N PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. ----�2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2) ROWS 5/8" SIMPSON TITEN HD, " - J MIN. 5 EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL - SCALE: 3/4" V-0" Z-O" MIN. LAP SPLICE 11-01, 6" 6" 61' 6" Lo L. TYP. 0 0 1 0 0 0 SPLICE 0 1 0 0 Z-10" SPLICE BEYOND PART. ELEV. VIEW i All f-) (I 111 11111n,�" M TYP. I 0 1*] '041M (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. O'C' W/ EDGER 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 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. 2S-i DOUBLE KNOCK -OUT 'UT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 5�0 SCALE: 3/4" V-0" WOODTR 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 3/4" TITEN2 @ 16" O.C. W/ 3/16" DIA. x 1 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 MASO SEE P DETAIL — ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" 10% '1 OA -rnCKI A ILS 2X6 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 MASONRY Wfi SEE FL0 PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IIN. 2x4 #2 SPF P.T. ONT. W/ (2) 4"XT' ITEN2 SCREWS @ 51, O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r5 2 SCALE: 3/4" V-0' 1_1,_� 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 �SE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELE�V MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 74�� WITH APPROVED FIRE CAULKING. 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 2" CLG. RUNNER FIRE CAULK OF WALL NOT STAGGERED RUNNER TO SHEATHING CEILING BOARD — DE SEE ROOF PLAN ABOVE AT EACH SI OVER PARTY WALL ----2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED x x TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP-) F S C C N, 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"x3" TITEN2 2X4 LEDGER ONLY AT EACH Ix SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO LEDGER OR 5/8" GYP. WB. W/ 13/8" STD 909 HOOK DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS LOCATIONS) UL-U905 (see sht 9) 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/Dl 314" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOPCH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TO AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-// (OR 5/8" GYP. TYPE -X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 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 1x P.T. BASE NAILER------, 6x6 W1.4xW1.4 WWF. 0. 0 n v 0.. 1. on —DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. __N"�1/2" GYP. WB. TYP. "S" MORTAR (TYP.) z Zi L0 CL 4"X4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. —STD. 909 HOOK ON 3" CHAIR 81' 2'-0" 8" (SEE DETAIL) 7. 0 40 79 2-STORY PARTY WALL SECTION (PW� SCALE: 3/4"=V-0" REV. 05.24.23 EERE FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG.. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 NAILER BASE B( PER SPI CONC. S SEE FOt 6 MIL VI TREA_ SEE PLAN TOP OF PLATE TOP COURSE W/ t LINTEL SEE PLAN 1k SEE PLAN T L OP OF WINDOW WINDOW PER PLAN _.e 8" C.M.U. WALL 10--8'. �--DOUBLE KNOCK -OUT W1 (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 511no -r F. F. 00 VARIE WITH CD SITE GRADES SEE PLAN TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 co Uj C30 CD 31- RL cc M C= C= C14 3: a, w CL.= cu E W CD .0 CM C= &a CL CL cv,> CN C:3� 2! a- N s .� 0 No 78 crz OF Z OR % To the best of the Engineers knowledge, infoRation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fiords 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. W 8T E -4 -. C-1 5 C'4 C'm M � j 0 co U_ 0 ,.L f �, (NO 0- 641 --,,! 2- U_ cc u_ -4 z 5� 0 -ca 0 1 Z i2 cv? 0 � 0" -5 ud WW 005 z 00 0 13 � 00 u) Z 40 < d E100 %1.1mm I W E31 (n Ln C1 .2 u- 4--J (0 0" 0 Uj 04 LU E 1 0 (n 8 0 Cl> z _j U_ C6 E Ca- 0 E g co 10 00 CL E 0 01 0, ru t0 z z M -C 'n z m, O� ;C, 1z 0 W C> < Z 0 10 03� 2 E2 . 0c) C14 M (=D Co ull) T_ Cr 60 U) CN CY) U-) C'4 C:) C) 04 U-) vt E C:) 0 (a z E 10 (0 T_ M E 0 0 'a ca 0 JOB NO 23-13125-13130 SCALE : AS NOTED SHEET NO. D 1 C'4 3g < Q0 CD -.1 -0 c:> t2 t2 I LO t2 I PI) C14 4;;, C�4 C14 1`10 t2 39 C) 9 C=) PI) t2 1 LO t2 I U) Cr 0 C-1 K) c14 E co w E 0 .2 0 0 04 C4 C'� CL C=) C4 DO U) 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 VvINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK- 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO - WINDOW FRAME MASONRY ATTACHED PER CODE ED S LANT 6) TOOLED SEALANT REQUIREMENTS �IDGING BEAD BRIDGING NG AND VIANDOW CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTAILATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and sea[ 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 X DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 dhere to substrate using a square piece of flashing material (6" x 6" a 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 FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - SHOWER PAN VINYL WEATHER /E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIr UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN Up JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER Q V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER U D DOOR ROUGH OPENING 3/4"-1 "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBIFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED VIANDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD �!e :LF-ADHERED FLASHING XCH HERED FLASHING 2 4 5 WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. EAterior 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 R703.1.1 Water re4istance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. BUILDING PAPER WIRE LATH R703.2 Water-resi4tive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved wAter-resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over Qwood -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 CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING --q;=l P-ADHERED FLASHING ' rew SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DIP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER 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 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, ASTMC 1281, 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 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 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 1.3. In accordance with other approved methods. of 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (vVRB) BOND BREAKWEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS- Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ------ 1 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 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 V \Nl� I Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster -A_CKE_R_R0_D____4 over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance withASTMC1063 Building Paper 7/16" 0. S. B. sheathing Starnpede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all , 40 �e CL ti. co CD P, 00 C= = 23 do 4-4 3g 0 co is 1=0 13 at 1=0 E W C3. 9-' cx C14 C� CN 'Ir E�l LE VV�, 0 GEN 61 co 0 X! No PE7' 50 �7 ��5 STATE OF iv;: 441 A' !�- ft k % 0 ir\' To the best of the Engineees 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, 0 I E 8 c,4 - 8 g �; o R c� 0 6 (0 0 - N u- a 501 "o- -� V N 0 a. uj I&L 05;f _j 0. Z .q .0� 0 e �; 0 'D Lu 9 o) < W r Z co -1 6 0 LU c4 Z 0 IL < Z W (D a) < co Lf) (D 4--J FJ 0 Lu V) V) Lu I E 2 8 6 d c=, cl> cl� 29 z z < __j U_ E o M 4 0 E y CL . mo T, . w, oo " E Yo 1< Z z. w o o z Z E5 o� �z 15 o o �z W 1§ c> M 2'. I ow 3t ZS w o .077 E 00 7 C*4 M C.0 cr) Co C) U) C:) 50 .2 CD 0 L0 ce) L0 c) LO 4i E 1 C14 0 0 Z cc Z :3 u) 7- E C) - cc r_ ig (1 E 4.; 0 0 M 0 _J 0 4) _J JOB NO 23-13125-13130 SCALE AS NOTED SHEET NO. WP lAountl ng Brackots (10 GaugO +1lr2*x4-112'x2-12' See Anchor Schedule Bolts 112" Dia� A325 GaIv. fTyp.) W1 ---� Is Its -W nQ Screws A A/C Unit BottDm Edge /C ur' Hurricane Strap (Typicat 3 in front) F Olt C :SS ront Cross Support (May be cut to W) Left Bracket 0 6 Gauge) a 14 Self -Drill Ing Screws Thru Brackets 8 Back Cross Support Into AIC Unit Bottom Side (Typical: 3 each side for hurricarwase) Washers / Self -Locking Nuts T Sip�-din. usai".- trusi siltsl ", -6 Huu-luni-lur R- Raised availlialsele Won request fiNe back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Deparilment of Business & Professional Regulation Feast Sri Building Codes and Standards 12tI9021 Product Approval Application Detall 299 atw or 2111 291 Dab Perdido 21M KsLyhEbm conlealt Iddililauh Validated Submitted FICA-m" A,-,d awn AIII-tim 2020 Smut Vant Products. 1w. Michael Gmh- H-.F N-P.F L.Ire Bowden PE 12A 1112020 12MG12020 1212812020 Approved Calkagm; Structure! Corm,"nis (8771441 -0,2595 PE-73776 (334) 300-19DD Subcategory: Products Introduced as . Result of irrend-rivent.- M�.r.mnoh:gy C-oltane. 401.1hus: EValuatim Report torn a Florida Ragist-dArmthed a a U . camad Florlds FL4=-Rg Products Pronassicesi Engineer =0 del. Nuirter or Hum Froduld Dealmlodoin 0,1111r, A- . - A-,,,df,,U,, Aporaved In 11" Outdch, for Use Hyla waa Relations 219M P=Nte M #1540-510 0.1 Function Flood ..d Vullet. Vend 12/31r,023 Its, Y. WA 100 :111010wiL,100 2 SnvnVwt Model 91 UO-511 Dust Function Flood "'dVerflartImVent 1 2/31 r2023 Yes Y" NIA 3 smut"Mt MOM 91 S40-S20 Flood V-1 12Q, rA23 Y. Y- N" 1 100 4 ansurVent M =::t. n. led Flood Vent I 2MI =1 Y. Y. NIA 1 100 6 It., at," :114"52 WIM , 5411- 4 S&qluW:GSmgeDoWF1=IdVWtk 1 .1.3 Yes Yea WA WA 6 SMInVert Model #1 540,570 Wood "I insulated Flood Vent 124110023 Yes Y" NIA -100,L100 7 SrnsnVant Model at $40-674 14.Slq..t; Gamg. Door Flood Vartt 12/31=23 Y- Y. NZA WA Florida Department of Business & Professional Regulation Building Codes and Standards Producl Approval Application Detall P.O. I d I t/1441021 gaft Entry or 2" Ratt ValePendiric 20 111121. V.A., Manufacturer Contact S-InwA ucarsm Validated By YAR1111101 JWra" FOCAMIAIW A-d Bum R.,ft- 2020 Dremel Metals. Inc. 'i-shufmate, Zachary R PrIM Looks Bowden p E. OaM=020 ORMWM20 011/20no2o 1011312020 Approved CabilieW. Floating PE (5071303-1511 _74(121 C334) 300-18M SubCat.g-r. Metal It..AnR lanureste@drarnatcan Consistence Nal Eusklation fbaport 11- . Florida Registered Architect or a Licensed Flodda professional Engineer Ill.fill 7#1&M F-ducta QLMW A"- Assoraybd for Use Approwed for Use hol-A Dineen pro" MOM Termans, Froduct Desialipabort CN*Bdmofaimpdo In NVW W"HVHZ Resistant Pryssil on" MOW Reefing 9y%wms DMC 1001,18, DMC ISDSS, DMC 175S. OMC 200S, 12t3l/2025 Y. No NIA -WL190 DMO 5V Florido Deparlimant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PW2.f4 31firAn 9ZK MUIV W &A 20 Dam pandisis 20 Alla venslan allicifissiod GagLed End- & Licamea samaim FRICA-vel P,-,,d 1111111011 R.Wsl- 2020 Thernne-Tru Corporation at" J"Perem L)Mdm F. Soltarlidt. P.E. Ryon J. Prig. P. E. 04ASM21 1203112020 0412=021 01110SM21 Approved C.I.Illory: Etwior Centel (Sao) 843-7629 PS-4309 f813) 767-6555 subcategory: 9slingirs; Ezqft Dw Assambliss sm"ansorather"tru.4 C-pil"'. slashed; Evaluation Report from. Florida R�Isbsmd Architect or a Licansed Florida Pral-sm.111ralreer PLARMff4t6 1170dapts 'er'! '91 Product 0 .. ficifion OuallbrAssurance A-d far Use Abbrov0d for U" LMMORM 1, HvHz 91JI911111.1111tu imma Dal - Renintud twb I"a s c"mod"SrSooth - St ar Nonnirml B&XWDB &Wd:In;oScMqlxA: Opaque 17,11/2920 No Yes yea WA Cornpoefta Edge Fiberglass Single Debt 0nW.oFOut-i.2;x-figa,.Wcn1 2 b. Thenne-l-ru Fiber -Classic and SmooM-Star NmlnW 69MA &quct. hVsrctgqm; Opaque 12`11f1026 No yes yes NVA Composite Edge Mbarglass Single Door with Sld.lho) (I"wn-WOulswing: xO. OX or OxO conigumlim.) 3 c. Them-Tu Fiber -Classic and ar-0,81ar NornInW 01 QCI=28 Me Y. Yes NVA Cornpowe Edge Fiberglass Double Door with or �.thcut SdOWS, (InIsingrOut-bg XX W OXXO conigurstions) 4 d. Th-.T. FIbe,CI .. lc end ansooffi-St., NWnIn.l B&S39.0 &quct:ImpSct&nkK*; Opecrum 12131/205 No Yes Yes NVA Cornposito Edge Fiberglass Single Door X configuration) 5 a, lrhernla�Tru Fiber-Clual; ad Smoc4fi-Stff NMIRSI 886W.0 &<ri*:hwcI&qtx; Opaque 12t31/2M No yes Y. WA Composite Edge Fiberglass Single Door willn sloalket � (Irmadn"'out""I"o. xO, Ox . OX0 conigur: tons) a 1. Tharona-Tru Rbar-Classic and Smordsar Nmi,ml SSI'm Opaque 12r3l/2026 No Y. yu WA Composite Edge Fiberglass Doutie Door with w .Nho.t SW.4k- Ineoring(Oul-nnix )0( W 0)0(0 -19-timsol 7 9. Therrsm,Tai Fiber -Classic ad Smooll Nminal SIUM.8 3quck:knpsd9quW; Glazed 12J31flM No Y" Yes WA a F Cmi,caltvEdi; InbergleasSingleDw onsmAglounn,lRe; X confou ration) a K Th . . . r. Fib-Claaml, and Smoolln-aar Nornlral 5&*39;8 Aquot; Impectiliquos; Glued 1MIJ2026 No Yes Y. WA Cornposito Edge Fiberglass Single Door with adelke(s) (IneMnavoulinirra. XO. OX or OKO eqnsgural"'? 9 1, Thenne-Tin Fber-Clessic and Sincoh-Ster N-ftled 688S.8 &quiccrInspectilquot: Glued 12`31/2026 No Yes Yes WA Composite Edge Pliarglims Double 13- in W .thold shisikes an-ing/Oulsenna XX or OXXO conigumlons) 10 1 Th-Tru Ft-4:3.sst and Srnocl�Sbar Nonniral 116039 .1D 414.101; WnPactUM; GISSW 1251/2026 No Yes Yes WA Composite Edge Fiberglass angle Door (11--olouts-ine; x-figun-tiowl 11 It. Thermse-Tru Fiber-Cluste and Sinaft-Star N-I..l allifilm"o &caJd;W"c1Aqot; Glued 1213112026 No Yee Y" WA Cornposit, ". Fiberglass and. Door PA Sidelka(s) (Inswire'Outhwing; XO. OX or QXO _19" ,net 12 1, Thentra-Thu Film-Clavelc and Srnocth-Stw S&Ww.,O 8ructIrnpontliquot; Glazed 12(3112= No Y" Y. WA C.P.9110 Edge Fiberglass Double Debt willin or �si adedt" ilrm�ofoutwhg; Xx W OxxO contgurstlon.) 13 rn, Th-T. Fib-O."ic and &-oth,5bor No"Inal al"Inia SquoLift"Cl6quot: Glued l2r3112= No Yes yas WA Molftc! Open C=Pmft Edoes 19b"ams Seats Door (InswingiOutwing: X configuratiml 14 n, Therroa-Tru Fib -Classic ad Smoobt-Ster Nominal 6"32 s &Quackroodiliqw: Glazed 12t31/2T2S No Yes Y. WA Isolded DPW C�Posft Edge Rbarals" single Door won Slaved Molded Open (Iremnolout"ing; )KO' OX . OXO configreflorm) 15 o. Therms-Tru Fiber-Classle and Smooth-Sw N-hal IMMA &xplatZimpalliquot Glazed 12/31RO26 No Yes yes NIJA M�ld.d Open C-Vk. Edge Pbmh- Double Door w0i or *11hoult Gland Molded Opea 81410lon (Inmodallyoutwing: XX or OXXO confluunatims) I$ p� Themm-Tru Flner-Clase; and Smoott-Star N-Irml B&#M:B &QU1141-motliquot OPw. 12J31 rM 6 NO Y.S yes WA Coonposite Edge Finarills" ano& Dox.1h Molded Open addicts) flnrMn DOutoning; XO. OX WOXO�tatimbos) 17 q Tharme-Tru Fib -Classic and Smooth -Star Nonninal II&MA 4lq..tI.pS-t8-qut Opaque 12131=6 No vs. Y- WA Composdalictl Fle"assDoubleDowwfilhor = without Glued Open Sidelftes (InrwinlyOutwing= a OXXO configurations) Florida Department of Business & Professional Regulator ftridl Building Codes and SUndards 1&= Product Approval Application Detall 4 IM 20 Does Flendir, no Bw vanilla Manum" submitted FK ADDFWW Aporo"d am Renislon 2020 PGT In dwattles Jan. Rem-ld MI-1- Dule RCCO - CER Mistri-Nd, SOCO - VAL 1VISM20 IQQ6=20 I 1424r= Approved Category: rd.dW Deals (94i)4W.OlDO (786) 316-2590 S.bCatW,V; Oldra Fxt.,IW Door Ass-bl.. Conrisslamot Method: Ctft.Mm Me rk a LOng ELMilt-BU2UdLUM OLm&YA*uffar" Acwtvadvir Lee Asistrovedfor Use lngom 2wm Am �Tt�urfflbl - Me- PrdLS:A 0-id,, - kLk= Oulam. NyHz Bagdad 9 Meet. hvdi V" Sliding Ms. Door D4114=1 Yes Yea Yee NIA November 1, 2021 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibirmation and approval numbers on the building components listed below if they will be utilized on the construction project for Mich 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 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FI-20461.1 +67.0/-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Sm ooth-Star (IMPACT) FL20470 +80.0/-80.0 psf 12131/2026 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.CV40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 ksf 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) FI-8248.3 +31.01-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FI-8248. 10 +30.01-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FI-8248. 11 +34.41-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see Inst sht) 1213112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors 3540 Single Hung FL1 7676.11 +30.0/-30.0 psf 4/12/2027 MI Windows and Doors 3540 Series Fixed Glass FL1 7845.1 +35.0/-50.0 psf 4/12/2027 MI Windows and Doors 1620 Series Single Hung Non -Impact FI-21637.4 +35.0/-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 FI-21639.1 +55.0/-55.0 psf 8/17/2026 M1 Windows and Doors 1620 Series Fixed Impact FI-21639.6 +55.0/-55.0 psf 8/15/2026 PGT Series 5500 FI-239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FI-15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL1 1161 +30.0/-30. 0 psf_ 1/2812024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED M1 Windows and Doors Series 3500 HP PW FI-17845.5 +70.01-75.0 psf 4/30/2026 PGT Series 5520 FI-243.5 N/A 4/30/2025_ Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FI-15353.2 N/A 12131/2024 PGT Series 5500 FI-261.1 N/A 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 N/A 1213112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FLI 5272.1 - FLI 5272.2 +75.0/-75.0 psf 12t3l/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-84.2 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 Roo� 151b Felt Underlayment FL12328 N/A 611/2026 Plyglass. USA, Inc. (for Tile Roop POLYSTICK TU MAX FL5259 N/A 1212312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918.1 - FI-16918.4 N/A 9(9/2026 Florida Metal Products, Inc Vent RV10 FI-21580.3 N/A 12131/2024 Lomanco, Inc DA-4 Exahust Vent FI-17202.1 +97.5t-97.5 psf 12110/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FI-7849.28 N/A 12131/2025 Boral Tile Saxony 900 FI-7849.16 - FI-7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FLI 7679.1 +0/-180 12131/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FLI 5076.2 N/A 12131/2023 All American Shutters & Glass Galvanized Steel Storm Panels FI-17869.1 N/A 12131/2023 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 FI-1999.1 - FI-1999.4 N/A 12131/2024 MITek Industries, Inc. Truss Plates FI-2197.1 - FI-2197.5 N/A 12t3l/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, I-VL, PSL, LSL FI-6527.1 - FL6527.5 N/A 3/31/2025 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158 N/A 5/21/2027 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibirmation must be available to the inspector on the jobsite; 1) copy of the product approNal, 2) APPLICANT SIGNATURE DATE Florlds Department of Business 9 Professions I Regul atlon Page I of 3 Building Codes and Standards 1=2022 Product Approval Application Detail Q2111 Entity or 20 2§1 DatipPenclina 20 IM version manglactureir Contaxt ervishesser & ucamis Validated By Validated submitted FaCAlograval Aparoved Stal Revision 2= Thernno-Tru Corporation Steve Jampensotn Lyndon F Schrinidt, PIE. Ryan J. King. Pr. 07=2020 07ti 2= 0712W= 10M312020 Approved Category: Exterior Owns (SM 843-7028 PE-43409 (813) 767-MS SubCartegmy. Sviinging Enterior D= Asaarribled; Sitq�OhMmatw,M Colelpflonce Method: Evaluation Report from a Fbrift Registered Archisrot or a Licensed Florida IS L02MI"S professional Engineer Products "11 a Product Model, Number or Name Product Description Quality Assurance contract lWirston Dele Approved for Use Aggrieved for Usse In H Outside HVKZ lmom Ditalart Roolialant Pressure 1 a. Thermse-tru Flbw.Ctmlc and Smem-Star Nornhal 5&#U;8 &qul;tm;,sCI&qucrI; Opaque 12r3lf2O22 yes Yes yes NIA Composite Edge Fiberglim Sing Is Door i1nawnWoutsvft '( "Wdiguratlon) 2 b. Thermes-Tru Fiber-Clowic and Smooth -Scar- Nombal 08#39:8 &quatimpactit" uot Opaque 1V31120V Yea Yes as Y Yes Composite Edge Fiberglass Sing k, Door �ft ladelito (a) (I rivoiritilOubelving, X0, OX or OXO cornfigurations) so 3 c Therma-Tru Filber-Classic and Smaoth-Star Nminal 88#N;8 &quotlnrWd;&quct Opaque 12131 r= Yes 6 Composite Edge Fiberglass Double Doc�r vAth or c3 i = Wincut Sidelle" (IreMnWOuftvAn9; XXarOXXO c� configurations) 'J C2. 4 d. Thermo-Tru Fiber.Ckassic and Smoorth-Stu Nomhal 8&#W;O 11iquotin"Ictilquart; Opaque 12J31r= Yale Yea 'es as Y yqc cc C�4 Ocrnpoeft Edge Fiberglass Single Door artswin u on 40100 5 e. Thertme-Tru Filber�ClassiI; and Srrxoth�Stu Nornhal 8a#39:0 kluotimpadlIquot Opaque 12A112022 Yea YSLI MNdo Composite Edge Rinerglaws Single, Door With 211, C-A SsdellteW (InsvirgrOutswing; X0, OX or OXO -P C= M configurations) Soc 6 f Thernme-Tru l'iber,-Ciama, and Smooth-Slar Nonnad HMO ftuctimpadiSquat Oproquic, 12)31r.Kin YM Y Y..5: -5412 Composerto Edge Fibagloss, Double Door Yft or vAhout Sidelites (Irsniving/Oub-ing: XX or OXXO configurations) C) Z-; cx 7 9. Therms-Tru Flicer-Classic and SmDoth-Star Nornhad 811101 "lmpact&qucI; Glued 121311= yes yetic WA- i Composite Edge FiberglaesSirate Door Qvilev,fingrOull"; X oDinfiguration) 8 h. Themna-Tru Filow-Cialecle and SmDoth-St2r N="al 5&*U;8 &quotIrnp2ct&quo1; Glued Corn poethe Edge Fiberglass Single Door %fth 12131 r= yes. yes es .31AW(W CD I Side its (a) 0 nswrotuawing: X0, OX or OXO 9 L Therma-Tru Filper-Clas3c and Smooth -Star configurarno.5) Notrithal 08#39,6 &quotirspactiliqual; Glazed 121311= Yes Y Yes IsA Composite Edge Fiberglass Double Dclor With or I- 4D Wfirout Sidelitsm onavvinglOulzaving: M or OXXO oanfigurstions) ca.. 10 j Therme-Tru Filber-Clusic and Smooth-Stiv Nornhad 88#M:O &Quothinpactilquot Glued 1213112= Yee Yeo Yes NIA CD Composite Edge Fiberglass Single Door Oravilngloutiminig; X coorliguration) 11 k Thermat-Tru Fiber-CLassic and Smoottl-Ster Nominal S9#N;0 &quoi;tmpwtd&quct Glazod 12131= Y" Yee yels NtA Composite Edge Fiberglass Single Door %ith Sidelitels) (lnwv4n2A)Awmng: XO, OX or OXO -figunati.n.) 12 L Thernmi FiborCiassle and Sirmooth.-Itgr Nomhal 811,039:0 Glazed 12131Q022 yes; yes Yea NIA Compouse Edl; Fiberglass Double Door *ft or wfi�ui Sidig"a onsisving/Cubinving; Mot OXXO configurations) 13 rn Therma-Tisi Fiber -Classic and Smooth-Slair Noinimal B&M;8 &quotimpacti4quon; Opeclue 121311:20W Yale Y" yet NIA composite Edge FlIberglas; Single Door WM "Non-Irnpad&quc� Sidellbi(s) thnswinglOuarming; XO. OX orOXOconfigurations) 14 n. Therms-Tru Fiber-Clusic and Smooth -Star Nomnal 6&#39:8&quatlmpac%qucrt; Opaque 12J31 r= yels Yes Yes NIA Oomposft Edge Fiberglass Double Door with &quct;Non.Imp*d&quct, Sidelines; (Inanir9l'Outsming; OXXO configuration) 15 a Thermsi Fiber -Classic and Smqor�Stsr Nornhol 511,1219;Oaquotimpactiliqwoll; Opaque 12131r= Y- Yes vast NIA C'posiae Edge Fiberglass Single Door with &quMNon-lmpoct&quct. Sidefile(s) Orusningloublinwing; XO. OX or GXO confiliumiltions) '16 p. Therma-Trul Fibear-Claselo and Smooth -Star Nominal 603a;0 &quWrMact&q uot; Opaque 12131 Q022 Yea, YM yes NIA Composite Edge flibatowee Double Door with IlquotNon-ImpactiLquot Sweldne (ln9WngX>ubsvAng; OXXO wfig uradon) 17 q. ThatmeTry Fiow-Chassic and Smooth -SW Nominal $8,039A &QuotNon-ImpactlIquot; Opaque 12131 rim Yet, Y" No N/A Composite E dg. Floorglass Sig 6 Door One�vrgilOutrwing; X conligurazon) 18 tr Thermo-Tru Fiber-Clasusic and Snrooth-Stv Nomhol 89#30;8 "Nc,n-ImpsKt" Opaque iwir= yes yes, P40 NIA Corrtposibe, Edge Fiberglass, Sing Is Door YAth Sidolfte(s) (Irtinninlyoutmoing; X0, OX or OXO configurations) 19 S. Therma-Tru Fiber -Classic and Smooth -Star Nomhal S&X39;8 IsquotNon-ImpactSquat Opaque 12/31/2022 Yes Yes Kid NIA Composite Edge Riberglassis Double Door wvb or vwthcxr! adefites, Onsuving/Outownig: M or =0 configusations) 20 1. Thsrrnx�Tru Fiber-Classec and SmsuO.Star Nornhal 5&M;O &quotNon4m;pact&quot Opaque 12/3112022 Yes Yes. NO NIA composite Edge Fiberglass, Single Door OnSeWngtOullsolng; X configuration) 21 u. Therm@�Tru Filber-Classio and Smoodn-Star Nomhad 8a#3Q:0&quotNon4mpacdqucK Opaque 1"11= yes Yam No NIA Composite Edge Fiberglass Singie Door wth Sidelfte(s) 0 risnertafOutswAng: )0, OX or OXO ocinflouslationsl 22 v. TI---T. Fib-Chn.W.-d S-*�Sbnr N-inal 8&*39,.0 Squat hion-IrrIonctl1quot; Opaque 12G1r1M Yes Yes No NVA Corri5coft Edge Fibbrglass; Double Door Win or Wthout Sidelitiss Onsening/OutsuAng: )C(or OXXO configurations) 23 w Therms-Tru Fbar-Classic and Smooth -Stu Nominal e&*3W,8 8quotNon-ImpactScuot; Glazed 121311= Yea Y" No WA Cornposiftes Edge Fibawlylass single Dow OnavAnglCulaWng; X clonfiguration) 24 x. Therma-Tru Fiber-Claseso " Snrooth-Ster NorrinallstilaW &quol;Non4rrVscV%quoI;GIaz9d 1 'tI;8 1251r= Yes yes No WA C-V.wt. Ed. F:iber9l.. single Door �vtlh Sklellhi (InsWrilgicuthinuirig; xO, OX a OxO configuratiorls) 25 Y. Therma-Tw Fiber-Cla"o and Sn'tooth-Staf Norninal e&**,8 liquot; Nonilmpsrtftuot� Glazed 1MI12022 yes, yes No NVA Cornspoule Edge Fiberglass Double DwrQth or ,vithout Sidefites, 0 nlaningfOunisving: XK or OVO configurations) 20 z, Therma-Tm Fiber-Qatesic and Smooth -Sitar Norninal 8&4K3o0 9quotNon-Imp"quot; Glazed 12)3Ir20M Y" Y" No WA Composite, Edge Fiberglass Single Door QnsmAngiclutanuing; x configuration) 27 za� Themi Fiber-CLesalc and Smooth.Star Nominal 8allim'D &q.oI;Nw-I"V2cI&q.0t; Gluned 112310022 Yes, yes No NVA Composite Edge Fibeirglass Senate Door .0 Sideldc(3) Prisnning/Oubnoing; XO. OX a OXO mniliguraticens) 28 b. Theirms-7. Fiber-Cismai-nd S.-sth-St., Nwrinal a&OW. 0 tlquol;��Irraxvct&cluot; Glazed 12)31rJ= Yale, Yea No MA Composes Edge Fiberglus Double Door Yellin or Without Sidelfts OnseningfOutiaming: )0( a O)C(O .rifigurations) Flonds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Delall P."102 iffit=l RAW Data P-d- BA visn" mawbakm VIiddd GO Subralthed Foe Acal-11 Aimsoved I'l 2020 MI VMdoes and Dome grant SMing. Luls Robeft Lmms Ma- M. Urich. PF 10,001mo IMSM20 101IS02020 MM020 Appr-d Callmory:ExterlarDows flil)385-3300 PE-82314 (717t317-8454 Subcategory: Seding EIWW DOW AfterMes CONVIMS MObod: Evaluation Report twe a FWd. Registered Archisten We U-sed Flow. Professional Enginsor OLWKg Assitraince Aterowd for Use Approved for Use iM§d 21111111 lit" Huriber or lk= =MINUM profiactonariplim C,*,d Exaltation Wills 1, HV'IZ Oullisid, HVHZ R.SMA-It pres-ra SGO SERIES 420 ALUMINUM SGO OXO 12131/M4 No yes No WA 14fi-104&quc%x80zqiu-k NON-REINFORC ED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM EGO 0)(, XO, XX i 2131=4 No Yet No WA 96iliquatyseliquat; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO i2n1=4 No Y. No WA 145-3/44,quoWO&Wot. 4 SER ES 42 ALUMINUM R N ORCED SERIES 429 ALUMINUM GGD REINFORCED OX. iZrJlrA24 No Yea No WA :GD XC. XX 96%quatx9filliquot 6 SER�Els 42: ALUMINUM GOREINFORCED SERIES 420 ALUMINUM IROD REINFORCED YM i2131=4 No Y. No WA 143&Wot;xgd&cpct Flonds Department of Business & Professional Regulation No, 1 .1`2 Building Codes and Standards Product Approval Application Detall r.2k army 20 2" Dab Pencil Miss Warseent titirsfill;= V.Ifd.M submitted FEIC Als-val A22mgw IOU R,M,I. 2020 WQYrd,D*1M. 9 dNNIW1 Or 0,M01160d Door D*Syre, K"I,h John E. Scates Jefty P. Arneson. P.E IGM2=D OWWM20 10r=020 12MW2020 APproved C.Pwall (3Xt 763-8121 PE-51737 iWOB21-5200 Caftory� Mddor owes dk-iMQ-yn.dttn c SubCalsory: Soolmal Eirterlar Door ASSOrnbl" cosionseat issatod: Evaluation Report time a Fiends R.Seduadifivoln We U-sed RWIda Pr~MW Engineer AMA ==1111ifirsbair or 1111110 A� Product Illimriviloin Contract Initiation Almrwed 11, Us, A-r-d for U- IMWA D.A- Daft In HOE Oulidda KVHZ K@Iatus 3 #11105 Wi M.-Welth 14' Ms. h.44 Gluing IWIQ023 No Yes Yes -31.0N13500 avalable In too . intelm"bt$ $00tim 10 11000.1100,0200#1123 1610139r. Max vem. 14ame". Max height. Glazing I== No Y" Y. -30,001-3&W evalsible in top " Interniodiete seofiw 1 1 WMIa 10OM200 011 124 158,039: Most vAdth. 1461381, Max h eight, Glazing 12MIQ023 No Yes Yes -34401-X30 "IONS In top W int6ndiste AWI.. Flodda Dope rbTmrrt or Business & Professional Regula tion Page I of 1 Building Codes and Standards Product Approval Application Detell Endifig or Data leandires Vallee also carom Endnwa utconsto Valldated By validated submitted FIIIC AoKftd Apple 2020 Curran DM5ion 01AADG, Inc, T- Raftery UL L LC T,.y Bishop. I, 12M D=D 12A112D20 IZ7112020 Approwcd Caftery: Exterior Doors (641) 494-2813 (954)947-000 SUISC.tageny: EIdulor Door C-p-4. C-42li- fifialhodt Caltillicalm M.dr w Lraong In ADKOYAd for US6 Approved for Use Wall DOMM ala Product oinsplatim Contra= Date in HVHZ outside K" Resistant Freassum, 1 =!=?,"705F 1777ml.-nd 647 Single and P. ft of Flush, Glared, end Lounmrsed single and palm of Y. Y. Yes WA Dome hollow ..tal dome CD Cn -00 2 C5 CD CU C) 21 Cq'.'0 CU -0 0 C> E .= - CU -I.-& W CU 2 C:)- a< Z Z W mi CD CU CIO > 0 L- > CL 0 ase < 0 0 I- Cl) CM) ICU M < C0 Lu Z -J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Polls 6 of 0 Florida Dope itment of Buslitiess, & Professional Regulation Pap i aft Florida Department of Business & Professional Regulation Pirge, 1 oil Flonds Department of Business & Professional Regulation P.O. I of I CO (D Building Codes and Standards 1r2MO22 Building Codes and Standards 11MA21 Building Codes and Standards MI21121 Building Codes and Standards 7AM2023 > Product Approval Application Detail Product Approval Applicatilon Detail Product Appromal Application Detail 2 Product Approval Application Detail a Entire or Date Pending version Manufacturer Contact EnoinverALIcarm Valklafted OV VaildMd submitted FDC Approval Adialmoved Status, bay a Re 2111. Dak leancino En1eV W 2111111 cab pwam Mnft a Re Bills PendWa Revision 2D20 Therinkii-7ru (Corporation Steve Jasperson Lyndon F. ScIrmidt: P E. Ryan JL King, P.E 10A)7=21 CgI 10113=1 12/15rZD21 Approved TV" Varese M..twh. Contact R)dn� I Lecanduk Validated OV Vall"Ad Submitted F11C APP-al Appro alk. Miss Mmuftchsw contact SwMw&Lkme VallMed Wi Validated butonflood F&C ADDMVd Added aim version Hadulachiner Contact Enal-or A License Validated as Val submitted FOCAo,,,,d A,-,d Cistagorf- Eirterior Doon; l800) 843-7028 PE43409 (813) 707-05!55 Affl-stlon 2020 PGT Industries Jams Rosto"M Mairri-Daids BCC0 - CER Manni-Dode BCC0 - VAL 11ION2020 1 1,05W20 1111IT20213 Approued RvAkw 2020 #At VIAndmosand Do- Birent Sangw AmericanArchledural stanon M. Uri&, PE lWalmo 1010612020 iorisno2o Approved Reuslon 2020 Ull Wind- and 0=9 grant swieg., F-stridler, ardQuoud.9 alevion K Urich. PE 1011 7M21 IOMS12020 10122,7021 App,-d SubCelagonf. SivInging Ritareor Door Assemblies Category: Wrid- (1141) 48MI00 (788) 316-2590 Category: Wrielmons (7171 365-330D Manufacturers Association (717) 317-8454 Category: Wnd- i?17)365-3=0 (formarly (717l317-8454 CIO -cu Cn Compliance Method: Evaluation Report fromi a M Subcategory: Sing]. Hung rosennikimpgUnduelfi- SubCbWry: Holoontal &to. bOinger@MiVd,� &&CbWry: Flood bMlngrendd.- AAMA) Florida Registered Archilect Or a Licensed Florrida Compliance Method: Cardlicalloo Us As or 1-1111i Ceimplerei N.Mad: C�tOfl- Us dr a, Listing Companies Method: CKNOOM Muk or Learns Professional Engineer F1.1101431HIM Products FLAILSM&I PLOAM FLml724s.R5 Assessors 2 0 FL&204M-R7Producis 2amLa� A-Funked for Us, A ...... dfarilsa lmoo thision Guests, A�� Apsemkid for Us, Approved for Use WN39 bji CLWKVAAKNIM AparmikofterUst law Rim 0 5- = QuallavAssiturance, AI)Pro�dftrU$e ApprovedflarUse thimpact Doishaft 1019 Product Hadel. Number or Nun product Chistration Contract exaltation Date In HVHZ 0"1* K*dd= pressure -.2 dad loraiduct 0,-M- 9OULMLESIEAWLM 1. H" 2dg&IMZ saAga jogislame Product Modall. Number or N� Pro" throorlotloon Contract Madhouse Date In HVHZ 52940 rp� 0 LL 22" Product Model, Number or Name Product Dowliption Contract Extill Ion Dab In FIYHZ Outside HVIjZ RON Pressure 2 SP,%00 (Large Missile Imisocrt Vinyl Single Hung Wind- OM'10J2025 Y. Yes Y. WA i 73,M Inoultitaid Glass 02116=4 No Yes No .5545 1 3500 HP PAI 72xW Flo Frame O4rJO=S No Yes 5OL75 = - - 1 a. Thermat-Tru Fiber-CLmic and Smooth -Star Nominal 69AW:8 111,quot:Non-Impactilquot Opaque 12t$112022 No Y" No NIA 2 3600 HP PIN 81xG3 Fin Frmme 04rdOM28 Me Y Sot -so CU 0 Cc ,- CU Composite Edge Fiberglass Single Dow 3 35W He PW N. Fin Fr.. Dam$= No Yes N X...' 0 > 90 a 5 :WO -0 E 0 omimmWOubsivitg; X configuration) 4 35M He PW 9602 Fi. F... 41301M No Yes 5 -5 0) 2 b. Thennia-Tru Fiber.Clano, and Smooth.Stair Nominal S&MS &quotNan.l"ct&q.ot Opaque 12131r2022 No Y_ No WA 5 35M HP PW TIxW Firless Framer 04rJOIM: No d" Yes 750ff 7 5 Composite Edge Fiberglass single Dow wlth 3500 HP PIN Slow F has Frome 0412=2026 No 9%4 c� (D Sidelft(s) (I rivAnsQutinvAng; XO, OX a OXO e Yes, No b- am C0 MOO He PW 01102 Pink. Frome 0413=2028 No I. M C" configurations) CIO CL C:6 3 c. Thermor-Tru Fiber -Classic and Smooth -Star Norninal 68#M;8 &quotNon-Impactilquot; Opaque 12131 t2O22 No Yes No NIA C�! C cu -6-0 Fiberglass Composite Edge Double Door YAth cr YAthout Sidefirbas (InevAnSIOuthowAng; XX co- OXXO < configurations) M C= 4 d. Th--Tr. Fib-Classi. and S,-*h-Str Norrinal 78AM;0 liquokNon-Inomicilliquat Opaque 12MV2022 No Yes No NIA C-4 j_- Composite Edge Fiberglass Single Door cza _43; 0 nermirprOubming; X configuration) , cl, 'g 5 to. Thermit-Tru Fiber-Clarnia and Smooth�ftr Norrinal 78M;0 Jtquot; Non-Impact9quot; Opaque 12131=22 No Yft No WA 02 co C,ompotionse edge Fiberglass Single Door With C:16 Sidelitats) (Insuang/Oulsvoing; XO� OX or OXO confillurationti 8 f. Therrive-Tru Fibee-Chassic and Norrintil 88#39:0 liquot Non-Immuctliquat Opaque 12t3112022 No Yes No NIA Florida Department of Business & Professional Regulation Pegoiarl Florida Department or Business Professional Regulation ftg.1 01 Florlds Department of Businedus & Professional Regulation as tj I all Composite Edge Fiberglass Single Door Building Codes and Standards U5121121 Building Codes and Standards Building Codes and Standards OnsWingrOutievoing; X configuration) cc 7 g. Thermus-Tru FIber-Clank, and Smociffi-Star Norrinat 8&#W;O llquearNon-Impactiliquot; Opaque 12GI12022 No Yes No WA '= C,ompossas Edge Fiberglass Single Door wfth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelfte(s) ansvoing)(OutonAing; XO, OX or OXO configurations) 8 h. Therma-Tru Fiber -Classic and Smocth-Stior Norrinal 88#39;0 llquotNon-ImpastaSquot Opaque 1213112022 No You. No WA Can -aft Edge Fiberglass Double Door With or 299 Enm or M S11111 Dab PWclW 2111 BrAly a 20 au Dab Pmclm am Qgk anifty or 20 Daft Families to CD Without Sidelftes (InisroingfOulai XX a OXXO configurations) mals Vanilla am & Utusin Validated gubmmw PIC Approval Appeovied Ion MW ymme M Cellular engineer 4, Lkann Validated by Validated Oub[nK*d FBC Approval Anskowill mm varied. Hasidest" Validated Re, Xdd" Stamm FSC Acoi A-eod 9 i Therma-Trij Fiber-Clossic mA Smooth-Mor Norrinal Oa#39:8 ilquot Non-Impact8quot Glazed 12)5112D22 No Yes No NIA Airington 2020 PGT Industries Jan. Re-kolki Meirri-Dad. BCCO - CER M.nriwl).dor BOCO - VAL lifflumo 1 1/0=20 1111112020 Appro"d Roulvion 2920 M[Wd-.-dD- Snort earlier Lui. R Loms.. PE St- M. Wish. PE 100I 1046=20 10912020 I;Vl5nO2U ApprOad Afflaration 2020 PGT Industries Jons Roscenild Mieffit-Drude SCCO - CER MWr*.Dade SCOO -VAL 1 IMSM20 liX1502020, 11/111"20 Ag-d Composts Edge Fiberglass Single Door Category: Wnd- 194114311-0100 (786) 315-200 category; Wnd- 17171 365-MO FE-62614 (717) 317-8454 Caftoni: Whom (941) 466-0100 (786) 315�2sao (InwrigrOutirening; Xcionfiguradion) autiCabigory: Fixed irogo"Itoplitindustrimi.c subcategory: Mallon, bstingarQnt*d.� Subcategory; Mullane jr,ki-WilluctrUndurthesc 10 1 Themns-Tru Fliter-CAmissic and Smooth -Star Nominal 69939;8 lloquotNon-Impactiliquart; Glazed 12131t2D22 No Yes No WA Compliance Method: CwMmfim Mark a-Listang am Compliance Method: Evaluation Report torn 9 tonWV�g*md: CoMcdon Mark or Lisfing con Gompolift Edge l9bargilaris Sngle Door Win Florida Registered Architect a a Licensed Florida Sidefte(s) (I revning/Outooking; XO, OX a OXO rLM34t2A Pro Professional Engineer FLom4mlprduh configurations) 11 k Theorme-Tru, Fiber -Classic and Smooth -Star Norronal 03#39:8&QuittNon-Impectiquot Glazed 1213112022 No Yes No WA 0,,it, A- Aparenood for Use Aacroved for use Wl= paskin fIALAL%IALBM*A= Qualft, A-- Angragod for Use Andko," for User wialt 29im Conposir Edge Fiberglass Double Door vift w BEA orribrardillogess Product thriderlation Corstrad E-Indloo Ode 1, HVHZ Oulaide Rdtrd P-, Ing Product Model. theater Or Name, Product Drudodo Contorsica Expkadw Date In HVII2 OLawd, KOZ Ruistas Prom, Without Sideftles, (firmMie/Oullsoving; XX w OXXO 5 520 (L Missile impact) Vnyl Flood vi 04)=05 Yes ys� Yes WA gumbA� asslasualln Approved for Usa, WXM Illuilen I Multion. for AM D.. dWind- Nurrinum Mulliong 05rwm Y. Vas NIA configurations) a" a t. NVVZ flesistard S;:�Mg Model. Numb, or No- Predusult throurtudon godEldlaWAWL2* 2MIAIALdIM EUMMU 12 1, Therma-Tru FIber-Classic and Smoot -Mar Nominal 7&#U;O liquatNon.impactitcluot Glazed 1213112022 No Yes No NIA 2 Verneol Aluminur Mullen 1 Z'31=4 No Y. Yes WA Composi Edg#Fiberglass Single Door (IntaAringlouts,wing; X configuration) 13 m. Themnat-Trut Filbs,Chasaic and Smooth,'Aar Nominal 7'0 kwkNon-Impactilquot Glazed 1213V2022 No Y" No WA Composite Edge Fiberglass Sngle Doix with Sidelde(s) (InsiningtOultrM,gi, XO, OX or OXO configurations) 14 It. Therma-Tru Fiber -Classic and Sri" -Star Nominal 8&#39:0 l6clumNon-ImplacMquot Glazed 12/31r2022 No Y" No NIA Composite Edge Fiberglass Shelia Door (I risvimefOutiniving, Xcionfeursation) 15 o. Therma-Tru Fiber-Chassic, and Sincooth.Star Nominal S&M;O liquatluon.1tripact8quat Glazed 1213112022 No Yes No NIA Composite, Edge lieltuargilass, Single Door vft Sidelliefrit) (InuakirooDurtorWrill; XO, OX a OXO configurations) Florida Department of Business Professional Regulation Pieeldl Flo" Department of Business Professional Regulabon Pope 2 do Florida [)apartment of Business & Professional Regulation Pop 3 or, 1 a p. Therms-Tru Fiber-Chostroo and Smooth -Star Nominal 8&#39,0 iiquoitNon-Impartlquot Gland 1213l12D22 No Yes No NIA Building Codas tund Standards Building Codes and Standards Building Codes arid Standards Composintes Edge Fiberglass. Double Door Wth or kottiout Sldelfts linsuAngtOulskulitill; XX a OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Therma-Tru Fiber-Choodoo and Smototti.Star Norninal S&X39;8 &qudt;NOn.Impoct&q.ot Opaque 1213112022 No Yes No NIA Compost% Edge Fiberglass Single Dow with t Tmnsom(insWnglOutmng;O/Xoorif�uration) 18 r Therma-Tru Fiber-Clessic and Simpoth-Sour Nominal 68 l6quotNon-Impactiliquot Opaque 12/3112022 No ym No NIA gotibLa go Last Dmkzomm am Eraft or an Date loraiddis EntIty or DAM Packages Goornocafte Edge Rbarglass, Snare Door Win Verde RMM= CORW 10gt2K&ILWU Validated IW Vaildeard stdmftfd PWADDEOVA Appro mum TV" Version N- candact Froarosearaucerea va".d IN Validated &OItkd "kC Approval Appealed am- version MinufRe contact EnefilikedUcenso Validated IW VWldd estimated FIC Approve! Apang Sidellte(s) SM Transom (Inakul rig/Ourbirwrig: OIXO, O/OX w OIOXO ecinfiguntroonst) RoMeon 2020 James Hotels Building Prodiiets, In.. Chad Dlarcks V AndiekT.Ii J Ohn SoulthOld, P S 010DUM1 12`14rA20 OtJOW021 ding FSC AW, R.-Alo. 2020 Metal. Nick -thmptan Lyndon F. Schmidt, P.F Ryan J. King. P.E. 0215=21 0711 BrA21 =2r" W31W21 Agoproked lbinlimi 2020 COP hildhoal Steel, Robert Hhorrhitin John W. Knis-4ch. PE 12119MM I Z01 71=22 121200022 OZO712023 App-d is s. Thermis-Trui Fiber-Clossio and Smooth-Sbur Narrinal 6'8 liquotNon-Impactliquot Opaque 12/3112022 No Yes No NIA Capillary: Panel Wall. (909) 50-6$59 PE-81662 (352) 387-2526 Category: Panel Wails (330) 922-230 PE-434,09 013007-M5 cookintry: Roaring (800) 706-34111 PE-59166 (954) 772-6n4 Composite Edge Fiberglass Single Door with SuloCrilikilary: Scene chaddlerclakilismashord Subcategory: SdM% nanomp'.0.1.1olaccom Subcategory; Asphalt Shingin matititht1galcom Sldel%(*) OnsW ngtOutaking: XO. OX a OXO Compliance Method: Evaluation Raped Irm a 9.001h ConViono EWM; Evaluation Report from a CONAM� use": Evaluation Rom train a Cc thimus Head and Sill confIgurstlori Florida Registered Archilact or� a Licensed Florida Fladde Registered Architect! or a Licensed Florida Friends Registered Archlbect or. U-sea Florida 20 t Therms-Tru Fiber-Classul- and Smaotth-Star N.Zn.1 W30;0 &,uol; N.n-I mpeaMcluot Opaque 1213V2022 No Yes No NIA Professional Engineer Ferlosal-IFeakiaer ProlossionsEnsiniker Composite Edge Fiberglass Single Doorr wilth Sidelise(s) (Inwing/Outs"ing; XO, OX a OXO L60ZVAMMMOM F1.91SM45 Froduacts P1.11,11111:244MIsroducto Conthruclus Head and Sill configuraborks) OARY Assurance Approneed for Use Approved for Use imam INdgrt Qcmft Assursoneus Approeed for Use Appro"d for Use Impact Classes, QMftA~o� Aloprosood leir Use Apord�od for Use Impact 0,110 21 u. Therma-Tru FIber-Classo and Smooth -Star Non 1! net 6&#W;S IloquotNort-Impactliliquart; Glazed 12/W2022 No Yes No NIA Rol Product Model. Number or Ham Product Detonation Consider lbralrallon, Dde In KVHE OL"Cb Resident Pressure .dfm-W urrobararlisaw, Product Description C..k-1 Exithrader, Dow In HV1`2 Cooled. HVHZ asitalas P�, Joroduct DandOon Contrast Explivition Ode In Jim Outside, Hvilt Rftlstut Presents Composite rose R berglards Single Door v�ldh Cemplank Lap edits ftee'evineralpiding 1251*023 Yes Yes NIA WA ud;2T&quot: SOM Vent . am 'AW Scott 12131=23 No Yes No WA 1 V==m Sidelle(s) ormaningXhilikkIng; XO, OX or OXO I . lor use in F RC n-44VHZ Fiberglass reinforced 34. It, laminated ii-bit, and 1211mm No yes NIA WA Continuous Head and Sill conliguraticirs) 2 11. Plornk W Siding 11-coomartiopding 12131=3 Yea Yes N/A N/A 2 b� 9qtict;AIIsnft T4&quot Soft vatarsolialmnyisollift 12,0112M NO Y" No WA jdd.11ce. hkWdga soothe It shingled 22 v. Tl�ermos-Tru Fibe�Claaaic and Smooth-Ster Nominal 6liNGD:04liquothlon-Impartilquot Glazed 12131=22 No Yes. No WA 3 c. 4quat:GrarroclarVeAsitto BeekdoidMiX Gofft Vant"Sold'AnylSollit 12/3112023 No Yet No WA Composite Edge Fiberglass Single Door with 4 d. &qud;D5&cp or: Sells Vent or Sold Vinyl Sash 1251120M No yao No WA 51dellosisit) (ImmkinglOulboulng; XO, OX or OXO 5 11 &q.,t;Ch.rtr 0.k&qm; Saint Vkt�,-icNMryiStit 125112GZ3 No Yes, No NIA Continuous Head and Sill conflquiraficars) 6 1, &QUatsupor sponliquot: Saint Vent or am vnyi Sam 1 2031121323 No yes No WA 23 w Therma-Tru Fiber-CAssisk: and Srnocft�Moer Ncinnnal G&M;8 Squist; Non -I mpact1quM Opaque 12J3112022 No Y M NO NIA Composite Edge R boneless Door Pawls wil h Vented Sidelits(s) 0n5Wng/Oubaovg;)O� Wor)O= configurardono 24 x. Thermajinj FIber-CAassic and Smooth -Star Nornlnudl 8&#U;O liqualt;Nort.irripactillquot; Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Door Parkets nh Vented Sidelft(s) (Insking/Dulsoves, XX, XXX or XXXX configurations) 26 y. Therma-Trul Fiber -Classic and Smooth -Star Nornmal 66#3g;8&quot:Non-ImPac1&quot Glazed 12/31=22 No Year No N/A Composite Edge Fiberglass Door Pawls with Vented Skleirte(s) (InsAng/Ourtsoulng; XX )= or XXXX Florida Department of Business Professional Regulation P.O. 102 Florida Department of Business & Professional Regulation Page I I I Florida Department of Business & Professional Regulation Patiouri configurations) Building Codes and Standards 7RUA23 Bulking Codes and Standards BuildIng Codes and Standards 26 z. Therma-Tru Fiber-Chint and Sintooth-Star Nominal 8&939;0 laquist;Non.orpactilluquot; Glazed 1X3112022 No Yes No NIA Composite Edge Fibinglan Door Pawls virith Vented Sidelft(s) llmanina/OkutsuAng; )M )=or)O= Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) Z7 za� Therma-Tw Flies.0assle and Smooth -Star Nominal 6a9W;8 Aquotluon.Impoactliquot Gland 1213112022 No Yes, No N/A Composite Edge Fiberglass l3fingle Door win 3JUK3Q;O Sidelite(s) (I neninglOuts"rig; XO, OX a OXO configurations) 9292 &Aft Rd* 20 Date Pending 20 Zags, comiLa 20 =111 RIKZNAM 292 rdidi Ersts, ar 21W 20 Ded, Pamd- lag 28 zb. Therma-Tw Fiber-Cheratue and Smooth-Stsur Nominal 6&#30hilquotNon-limpacrAquat Glazed 12t3l/2022 No yes No N/A version ManubctwK Conrad Incinw&Ucmno Validated 81 Validated Submitted PBCAMOW Approved T" Vanilla Iffairoulactureir Contact &xMw& Lkant Validated 11h; Validated Submitted PRO ADDIFInal Among Version Manufacharoor Contact Edn- & U- VWN&.d& Validated ShRW MA-,d A-vird Iwo Composite Edge Fiberglass Double Door with RWI. 2020 TAMKO Sudding Products LLC Kam! Ed. Robert Nbrri� John W. Kratervich, PE 0111,04rd'22 06102M22 O&ON022 10MI12022 Appinakeed RoMsio. 2020 I.M. Thompson. inc. the Thompson Arehlosiknis Tiony Chrisman Zachary R. Pride! Steven M Urich, PE ORR 7/MO 00116012020 owmm 1215=0 Approonid 11-isid, 2020 Friends bletal Produce Ine. Clark Jews James L. Sucker P E.@ 81-11 M Union, PE OW712020 OW25M20 1OuD4fZ= 12118=20 App-d 3&939;0 Sidefildes (IrmakIng/Outewns; OXXO Category: adding (4171624-66,14 PE-59*6 (954) 772-6224 Metals Company (TAMCO) ull1l)246-3450 PE-74021 (717)317-8454 Category. Roaring (904) 78"400 COUCK Engineering 017017-41'454 configuration) Subcategory: Undiallaymerits larrLedenstarinko.com Category: Flociling Subcategory: Ropling Accessories this are an clarkalkinco,cenn PE-31242 29 ze, Theirmai Fliker.Cladvoc and Strooth.Sher Nominal 8&039:0 iloquothlon-ImpacULquot; Glazed 12/3112022 No Yes No NIA Subcategory: Facing Acnaskafts that are an Into" Pal of th a Racrin a System Composite Edg. Fiberglass Single Dw With 3WQ:0 Compliance Method: Evaluation Report tom a lotogred Put of the Recent; System C*n"W" MWwd: Mutation Report Open a Sidelitio(s) 0 nevong/Ouarking; XO, OX W OXO Florld. RiariseradArchloict or. U-sed Forlde configurations) Professional Engineer Compliance Method: liSnouation Raped torre. Feaddo Registered Architect or. Licensed Ford. 30 zd. Therme-Tru Fliesir-Classo and Srrocth-Star Nominal 611WWO "Non-1 mposciliquart Glazed 1213112D22 No Y" No NIA Florida. Registered Ar'lubector.Licar-dFlrid. prolessiamiIE'rinson Composite rose Fiberglass Double Door %0 FL#12329410 Products Professional Ene.der FLgn5g"2 Produces 3&#39:0 Sidelfts Onsoking/Outsiong; C)O(O FL#IMM Products configuration) Aposaytod for use ARKOMLEffun lmod pauslan 31 Thannna,Tw Fiber-Chassuc and Smooth -Star Nominat 70 &quo4;Non-Impact8quot; Shakier IM112D22 No YM No N/A AMA P,,dmdM,dLM-h,,N,- Product thinualiedion Quaint Assurance Accrowd for Use Approved for U mosid DHkA In HVIHIZ outside HYHZ Buitala P-, N- ao&AVJUM ammwwiwim ARUDILMLUAL MONA RWE Canonici liothatear, Dot, I, HVINZ 2dgdLt= staida" lonessuns Series Composite Edge Glazed Flkrsskdks Single i TAMIKO ROM UndiIaMents (HVHZ) Roof undirloyrnards, 1. 6, FRC HVHZ 38101=6 yier No NIA WA Precluct Discrialloon Conerstal Exalrdion Dot, in HYHZ Outold, HVHZ Itiedaterat F-, 3 PILAh 8quittliV11) luelooVentAtituot: Aluminum Ridge Vorms "labod rose, fabricated 121310124 No Yes No WA Door with or �Adiout 1 &#W,2 Sideldee(s) jurisdiction.. I Vent with Sale lot Tic 2B go. slobarocilvandlatworth battle agloar2o2s Y. Yes N/A N/A frornOD25'Adurrinurn OnswrigifOutsooring; X OX, XO or OXIO configurations) 2 TAMKO RoolUnddayinents(NOINHVIFIZ) Roartuncloraymeritiforuselin FBC ncn-HVHZ OWOV2026 No Yes, 11416A NIA 2 TAM DocassionockVitnt 29 a.. 0910GM26 No Yes N/A �0)42.5 juredlellons. 3 TANCO O%Fbdg. Roof Vent fth Me 25 go .1.1k, nool-ths. arlh Integrated banks CgiO9f,102B Yes, Yes NfA WA 4 TAMCO Round Top OMRIkko Vent with Bar% for The 20 as. $tM roof vandsoor With battle 09"Armll Y" Yes NIA WA Florida Department of Business & Preessional Regulation Pop I oil Florida Department of Business & Professional Regulation Pass 1 oo Florida Department of Business & Professional Regulation PWI orl Florida Department of Business and Professional Regulation Building Codes arid Standards W12M Building Codes and Standards Building Codes and Standards 3mm Building Codes and Standards 3115/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Dots 11 iffi a I@ ..... ----- I 1� - _2�� I M 0~1 ' 0111111 Doty go 20 2022a" 90 PRO LU= 2" am 2MLEM9= 20 fd* &city or am 211 Dade Penske, M= yffAm M02600M Contact ingtLVALMM V.1[d.W Ek xdgw 2111allillad FOC Agoraval ftckno� 112111 Vandon mmuft Contact Ronfirmar A 1.1conser Validated as YWWW submitted FBC Approval Approved NAM MW %*am xMilaegam c�ad engineer & License, Widd" by vaimK Submitted FKADWmW Appers"d IFIL4115261111-111131 R.Asken 2020 Lemaroo Kafto Joloy James I. Suclande, RE (kinoan V Urich. PE 11(22V2020 11/23t2OZO IV29420211) dngFBCAppr- Re,,Asiom 2020 Bool RODMV Anclerson, Robin IAPMO uniform Evaluidick Gary W, Walker 11103M20 1102020 11105121020 Appraod RvAsion 202D Gioleoi Protection Products. LLC. 'n. RdW- vwft.AnlitJ,.. RE Johri W. Kne-ich. PE OW8112020 DIIA8112020 10101(200 1215"M Appr-d Q92 Entblo na 2a Dim Status Category: treating (501)111153-0113 PE-31242 (T17) 317-B454 Contrary: Rolfirg (801) 3w-ai Senders LLC. t205ir)54-0100 Category: Shutters (954)(111 PE.441137 (8541712-6224 OuloCatelion: RovIng Accessories that we an kilorleyelomenco.ccom Subcategory: Roolln a This RobInAnderiontilbaral.co aulacats": storm Panels limsolalnscruttdmpemt.�o TY.22 Version Manufactu Canto Engineer & Validated Integral Part .1 the Raising System Crimpliones earned! EW-fion Report fronn in Careplereas earned Evaluation Report torn a m _ft Validated Submitted Pendin Approved Approved Revision 2020 POLYGLASS USA MauryAlpert License John W 10126r2= 10tr2212020 FBC 12JI512020 Compliance Method: Endualen Repair ften a Product Enroll Entry Flards, RetustersdArchisoct or a Licensed Florda Category: Rcofing S9542331330$maJpert@polyglass.com Robert Nleminen Knezevich. PE ii=_.)ML Florida Registered Archbod or. Loon sad Fr." Praroselon.1 Stoner Subcategory; PE-59188 R54) 7724224 111011= Protesial Engineer FLB?M&RS2PMdxtl Underlayments Fuhramprodurts Quality Assuraryoo Amovidle[Um Approved for Use bad 229M ammakaLft2im Compliance Method: a" ��Ihjnebokorlha Product Detailed- XLk= 2WIMMILIM BIMAIM& P-, Qualier Assurance, Ajoknonoed for Use Approme! for Use impose Design 16 � Sleft, Country State. split Old English Fist Pirdle - Donw. CO 1213WO20 No Yes NIA WA OudtyJkspjFaxo Ationnoodfiffilkla Awrovitelforlin lmww onlon Evaluation Reportfrcin Atial Product Dissociation Contract Expiration Dow In HYM outrildo, HVHZ Randstrint P-,, Thatch somp; Impact ANN bam&LQEGU= Contract rneeirstlarri nals In HWHZ Ckdskk HYM Ridgwrt IMUUM a Florida Registered 1 DosckAir�' DA4 or TRI-Bulk Deck-Ar DA-4 Loo, Proffie, PolyproWene peak. Rood Vent IZ1012M No Yes No -07.W97,5 17 Sum)o 600 - sets, Shake llemp split Shake Flat Plans - Stceirton. CA 1Z'3112020 No Yes N/A WA 1 20 Godo G&NMLZ@d Steel Storm, PansIWWVHZ Corrugated Galkninluted Steel St- Psikel-odedned 12131=3 Yes Yes Yes INA eellessell Archittect or a Licensed Mechanically Attached to Plyvood Dock, II) Sistorry 600 - got. Shaks "� $pit Shake Rod Plans - Rrafto. CA 12f3it2O2O No y" NIA WA or not by tracks to pras�kio hurricane protection. Florida Professional 19 Seatony 700 - Shake Side &wr. SPIN Shake Flat Plans - Stodison. CA 12)3WO20 No Y" WA WA 2 24 Gage Golutailood Steel Storm PnWoMtMZ Corrugated Galvanized Steel Mentrin Panels retained '12131=3 No Y., Y. MA 20 tgri&7do - Shake State saw, Split Shake Met Pndl. - Read. CA 1212HY21120 No Yes NIA WA ar not by trocks to WVA* hurricane Protection. Engineer 27 to P� ItIa.-Ion. High Preffil. - Kelly, TX 1MI12020 Me Yes NIA NIA 26 vill. L- Free. - Katy, TX 1213112a20 No Yes NIA WA FUS2594311 Products QuaIjW Assuran d jor Use Aggroved Igr U lnwm Seq Product Maidel, Numbus, or N Prodoxcal Description Contract ftilirattion jnnKyrKZ outalite N Resistant FrZimire U) 2M 1 Polygiags RoorUndedayments Roofing undeirlayments 10121Q= No Yes NIA -NIAI-622.5 I Polyglan RocifUnderlayments (HIVHZ) Polyglass rocirvirldrislayments, for use In FBC12/23rAM yes No N/A NIA ICU HVHZ jurisdictions, 2 Polyglaw RoryUnderlaMents (nM-HVHZ) Polyglass rod underlayments, for use In 12f23120M No yes NIA +N/At-622b > FSC non-HVHZ Jurisdictions. Florida Department of Business& Professional Regulation page 1 .11 Florida Department of Business & Professional Regulation pirealarl Florida Department of Business & Professional ReguMon Pap 1 or 1 CIO 0 1 Polygram RaryfUnclartsymerints (HVHZ) Polyrithow roof undarlayments for use in FBC 12`232M Visit No INIA WA HVHZ jurlsificlions, Building Codes and Standards ire.2022 Building Codes and Standards ifl= Building Codes and Standards 2 Polyghass Roof Undarlayments (nw.HVHZy Polyglass, roof undedaymerits. for use in IW2312023 No Y" NIA +NJAV-822.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Does FBC non4iVHZ jurisdictions. I Polyglase Roof Undwhymwts (HVHZ) Potilghoss roof unclarboyinients for usio in FBC 12`23Q= Yes No N/A NIA HVlHZ jurisdiction%. f 22 KIM 2 Pollyglides Roof Undiallayments, (nw4iVHZ) Polyglow roof undadaynnents. for use in 112`2312023 No yed NIA +NIAJ-822.5 FBC non4iVHZ jurisdictions. Fntib or Date Pendino 20h Ertl& cor aft list Dab pmckm 21111a Entity a 2" DKI Date Pending Jul Version Manufacturer Carew Engineer & Ucerl Y&Qddsm Valklegiod Submitted FOC Aportomal Acterovied Aw LM Wood- ablawlegam Conrad BaVn2KAJA� ydwdlL& Validated fietagialls fSQ A-rvi Amaronsed Am& kocka Correct Endress, A Licenses Validated III Yilo" AWUWM FOCA-W! A-,d U" -ollikeekell I Polyglass RoarrUnderlayments, (HVHZ) Pollyglarissroal undedayinnotents for Use In FBO12(2Y2023 Yes No NIA NIA Revision 2D20 All American Shutters and Glen Mike Barbieri Frank L Bennardo, P E Troy %hop.. P.G. 101281 '10AS= 111105122M 12/1512020 Approved R.Asion 2020 Alpine Stuart Level? ICC Evaluation Sw*A. LLC William 14. Rental. PE 100ifZ020, 101221020 1100wozo 1 IMSM20 Appronnid RoA.I.. 2020 Commordal Concirsto Products.1ne. Robert Who SamufW A- Greenberg John Hoy 12MOCIM 12MGIA20 12129621020 dking FBC Appon HVIAZ)urisedictions Categarf. Shutters (561) 71248112 PE-0046549 (954) 947-08W Category! Structural Components Wl) 710-3377 (407)(Mil-19ilir Category: Structural Corporents tff13)65a_3?OT PE-V1245 i35Z 589-5311 2 PolyglagsRoofrUndedayments(non-HVHZ) Polygless roof unclarrisyments,foruge In 1212Y= No yes NIA +NIAI-822L auticargagorry: storm Panes mikelbliallannorricanshutte SLbCabgorr Trum Plain skeolsescinow.com Subcategory; Product, mrdead as . Result of pnicastraitanglyahcoodre FBC ropr�41VHZ juritedications. Compliance, Manhood: Evaluation Pepat trom a Can"- Method: E.Wutin Report tom . N- Toohiarelly Florida Registered Architect or a Licensed Florida ProducteutolualkinEnaty Comp1oks lihilyned. Evaluation Report froon a Proliessional Engineer FL#t9994t7 Products Fliericis Repleared Arch I or a Licensed Florida FM73SM3,Produds PralkintanalErighter the 0 QLudftl A� Acoravad her Us, Askininkall for U, Imaked Re" L_ QuallarAssuraticir Approved for Use Approved for Use IM= Daidgin 1W Product MOM, Nuarber or Product Dissertation Contract Itoinstan Chato In HYM omslcb We RwKwt Prom# S449 Product Model, Number or Nam ProlditartDidectingtion coldract awrattleon Disto In H1VHZ Outside HIvHZ Realletent Prostitute i ITW BCGI#Jphe Higher Strength [H liamp: 8) Metal Connector Plate 12)3ir"4 Yes Yes N/A WA Outten, A-- Acormied for U, Anecdotal far Ude beat alwm I 24ga Galvanized Steel Storm Panels 24gs Galvanized Steel Storm Panels 12131/2022 Yes Y- Y" VA 2 rrW SCOANpira Hines Plars MOW Connector Piano 12/31=4 Yet, Y" N/A WA RI" Product Iliptit. Number or Warns, Product Description contraazu*aum Date be HVHZ OuMda HVHZ rhaistant presesural rrW scalAphe Trukkor Moral Connector Paine 12131=4 Yes Yes N/A WA I Quarry Process or Commercial Concrete Products PrOcest."d Prost-ad Concrete Urtal. (IMMI2024 No Yes NAX WA '4 rW scoiAlphe Wave Metal Connector Plot. 1213112024 Yes Y. Nfik WA (D ICU Flo" D"rtment of Busiroess & Professional Regulation P.9.2.0 Florida Department of Business & Professional Regulation POW I arl Florida Department of Business & Professional Regulation Polls I d2 Building Codets and Standards 181220" Building Codes and Standardis 01412M Building Codes and Standards isses- Product Approval Application Detail Product Approval Application Detail Product Approval Appilicartion Dab 11 Qft Enft or 20 291 Date peandive RISE Inth or Do W Date Preheat Endt an RILIL Dab ftndb, Aft LU 1121 version Man Contest Matthew A Ucahm Validated IN tiluldid OL6muw FICApproval AMC mmn vorsion jiligailatuat 2m= Endanger A Lecionsid Validated By Ymk" tasselled F0C A, -,,I haLow Ram Mum version iffiagu[Milm Q" rnifinter A, U- INUAILM Xdw= ago" LALBOREMA ABRWW AMA Routs- 2020 11410 I.e. Erin Wed. 1CCE-I.afl-S.0..,LLC ICC E"Itiatter, serulea, 01JUV2023 1204072 0110312D23 Appravot! Reviii- 2020 W.Y6rn__ Rob Fi ICC livaluellon Servies, L LC Ion Lohnor, P.r. 02)OW021 0113=20 020D312021 App,-.d Alfirtrallon 2D2O Alpha Aluminum. Inc. jor. alus Lure R_ Lomas Shoran M. Unch. PE 1111612020 111161020 11 QW20 20 Approved Category: maturalcompanionts (eGz Swam LLC. Colegarr. ftucturw Comporkornat (253) 924-6476 (6081 M3286 Category! Panel Walls (407) SCSL-2008 P&M14 j717) 317-1145411 < SubCaleatery: Truss Phater; ininscharodmil'adom (2col 599-WO subc 17: Engineered Lumber RobertSiddiarlitisokeyeres SubCalogoey: Soon alphauteraintAnklCoyahD Compliance Method: E�WUNIM Report ftom a Compliankat Method: Evaluation Roport it= a W$W.Cm Product rvalustion Entity Product E�Iuaton Enoty Compluancia alliance: evaluation Raped dam a Florick. Registered Arhftat are Licensed Florida Z ProlessonalEnginver Qudftv Assurturcat Alarmed he Use Accoroved for Use MEW Doolon Aticamnodfarlaske Asearovid toor Use to= Casion FLNIS-%644t§ Produkits Produce Model. Works, eir it- Product Descended, 2anknl&Mkkidga2ft In HVKZ 2guidL= SAWA" le-, Foraducl Model. Number or mum loroduatilloterlodan In Ithillit Outside! RmbtM Pressure (assay Asiouronco, Apprenked for Use Approved tor Use Irrigator D-Mir, _j M16AHS 18 go high strungtit truss, compecilor plot. 12f3l/2024 Yes Yes NZA NIA I Mcrclharn LVI_ Lrinnaleel Va.. Lumber 0313IZ202� No Yes WA WA awl Product Description Contract exalialla. use, it, HVHZ outside HVHZ Bawl= 5EL%M 1101- * 1-0 = I Yes Y Y�N ;=O 'es No o, Yes N. N. �aa Y No Z Z r 2 1,118SHIS 18 go. supor high strongish inne; Connector plift 12,31/2024 Yes Yes NIA WA 2 Parallam PSL Parallel Smuld Lumber 0313lfM3 No Yes, N/A NIA Alpha Aluminum Said San: Vented Alurnariurn Soltv Alpha Aluminum Sale! Isinia; Vented Alunilnum O?rMD23 No yinr No IWA 3 Mil is l6got.trussecon-torpliet. 12131=24 Y- yes NIX WA 3 TimberStrand LSL Larrinated Strand Lumber OY31=3 No Year NIA NIA 4 MTIIIHS 16 as. Non strairsth truse cOrmodi Plata 12/3112024 Yes Yes NVA NIA 4 TJ Fam Board structural Composite Lumber er Orlerited Strand OW31=23 No Y" Nhk WA CNIU &.rp; Wood B.MVCMU&.rrp;VAd boardlellmigoord 5 MT20HS 20 go high strength tr.. connector plot. 12/31/2024 Y. N/A WA 5 W"iteraffistor RIM Board Oriented Smand Board Rim Board 0=1=23 No Y. NIA WA SHEET NO. 6 T1.18, MT18 19 a.. trints, cannecter Pirelli 1243112024 Yes Yes WA WA 7 TL20, MT20 12131QO24 Y" ya NIA WA November 1, 2023 11 PA 1.1 PwWa Departinwit of Busirion A Pmft=kRtW ReguWm Pmpldl FWft Daparbrisit of Business & Pratesslorud Replatiori Pegelell Bulding Coda End $WxWrds %MN= Bulding Codes and Storldords ferodudApp(WAIA4011 11, [DOW Pro"ApprovislAIWI, -11 Detail a0�, M - NP 911111111M 2a am 20 92& 20 no olkftmam aft Wdftd lbldmw FKAger" ASOMMil am" Am 11111,01" allowed" at Vista" FICAMMus! 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Owles OM 016 una WO Fixed Vft snake Hums Panlers (lor x rn 101116=1 ND ya law -30630 nM1EE�iSPnwl-h, gat%LA� AasaadWUM hummoLOLUs Is" amim k, MYNX QMNNLHM Bmk= &am 1 1400wrifforThenneftforE or Aw" No Vbo High ft*mww alrob mums (- K M ft �IMWI Pob s 8&VWKM 2 1MM.AnwThwwmdw.En=W=W*AMdfth "HolftrbreverowallobilumBIROm 050law No yell Nib -60140 Po - ..-.wokwe" coll,98"(FrRO&IM in soma orThwmsobrarF arAurnisirom No yes few 14&40 "Lee 4 1NDaWMearThWAMWoEnmvt"mwAmdOW06 VilvervellumaTlIploicinnina"VarxMir) Ne �3" Florkk Dapartirwit af Business & Profteskmal RogUad- ftawlfl MoMe Dapertinert of aWnese & PicifteMonal ReVeW eppiall BuldkV Codes and Standards Bulding Codso End Stardords ProductAppronlApplic W r! Product Appro"I AppNcW- DoW 21111, gdkK 20 am 2OLftsim 20 Gaft lmdkff am 2001, DOE, ft RO BM 111111spleft" FUGArieftwol A111111,11"d mom lbowla niaaad= go� lmimKAlkm vdmdmm 211111M fthMM BWAMMA Am."d em Aft"wrilm 2MM ftft owpmulicin Joe "W"r, Wd wmllowsrdow jernew, L Ala'aw. RE 07?14PAM GYMAIRM OWDOM Apprieved Affirmalkin 20M Pele, corpimliall jee a MPAN send Winninw.senevier'M T.R. Lum M LLD 07M4PJ= MAIM= 07MOM Approved *WwawrF won P4~ UpriullikilixerAnotiftillon CBUDC Eflowwring camserip, vii'do" PE-44135 W)42"M 1.6callesier. "Noweft skier 1641)W40M CW)4014MW whowspie% � b in Oki or cowepsaw" Notevil: car"Dom Mal, v LWM P*Imp*&Nbppmwoo ' AssissibLUM AmoodAKAN MOM! amim QoO&Aw Alweeklmd IV Uw Awlempowd to, boom 020111 I 2 eark" IW-10 Owwric wilirwe, WV aiwang Mftw (ox orxio. Mlir Ken Mrri Skiing VArweet MX w NO. 734M. 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C-) CU M CU LU Z M -j a- November 1, 2023 1 SHEET NO. PA 1.2, BE= Simpson Strong -Tie 20M FBC Approved Products Updated 12rO2O2O For career Inks to all SST approvals toted below, ----g For addtorral Information regarding Florida's Saterwido Product Approval System and Marril-Dade County Notice of Acceptance (NOA). CLICK HEIK Product Description 1 Tition Stainless 5*91 Concrete & Masonry Screw (77N-SS) 1/4" diameter Tbn Stainless Steel masonry screw 1`11.10959111-RO AS" Product Model. Number or Name Product Description I SDIOI112DBB Outdoor Accents Connector -Screw 2 SD9112. SD9212, SDIO112, SDIO212 Strong -Drive SD Can nectar Screw 3 5D9112SS. SM12SS Stion2-DriV9 SO Connector SS Screw 4 SDCF22434. SDCF22512, SDCF2261 4, SDCF22700, SDCF2285O. SDCF221014T Strong -Drive, SDCP Timber4CF Screw SDCF221134, SDCF221334. SDCF271958, SDCF272358 5 SDCP22434. SDCP22512, SDCP22614. SDCP22700, SDCP22&58, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR2740D, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412; Strong-Drimire SDS Heavy -Dirty Connector Screw SDS25500, SDS255DO, SDS25800 a SDS25112SS, SDS252OOSS, SDS25212SS, SDS253OOSS. SDS25312SS Strong -Drive SOB Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Sitrong-Drive SDWrF Floor -to -Floor Screw FL#1 0007-RO ifli Product Model. Number or Name Product DescdR= I ATI ATR1/Z ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATU08-2, ATUDG, ATUD9-2, ATUDD-3. ATUD14, ATUD14-2 Aluminum TakLUp Device 3 BP318-2. BP1/2, BP112-3, BP5/8-2. BP51": BP314. SM41-3, BPRTUD3-4 Bearing Plaus 4 CNW318. CNW1112, CNW5/8, CNW314, CNWS/8-1/2, CNW314-518 CouplerNuts 5 CTUD55, CTUDS5, CTUDOS, CTUD75, CTUD76, CTUOT7, CTUD87. CTUD88, CTUD97, Coupling Take -Up Dow ios. CTUD98,CTUD99 6 N3, W, N5, NO Heavy Hex Nuta; 7 RTUD3, RTUD3B, RTUD4, RTUD413: RTU05, RTUDO, RTU07, RTUD8 Ratcheting Take -Up Device 8 TLID9, TUDIO Talca-Up Device 9 TUVV35 Take-UpWasher 10 URS3 30" Uplift Rod Run Tiodown System 11 URS4 112" Uplift Rod Run Tiedowin System 12 URS6 518" Uplift Rod Run Tilodown System 13 URSO 314" Uplift Rod Run Tiedowin SWem FL#10441-RO -&Lf Product Model. Number or Name Product Description I DTT2 Hold-down 2 HDC1014. HOC1O/= Hold-down 3 HDO8, HHO011, HHDO14 Hold-down 4 HDU2. HDU4, HOU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Slirap-style purlin anchor a USTHOS, LSTHDSRJ Strap�style hold-down 7 MASA.MASAP Foundation anchor strap 8 MPAI32, MPAI" Strap -style, purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PASS S#ap.Wle purlin anchor 10 PAII8. PAI23, PA112a, PA135 Strap -style purlin anchor 11 STHDIO, STHDI ORJ Slrap-style hold-down 12 STHD14, STHDI 4RJ Strop-atyle hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 Far direct Inks to all SOT aporcivals listed below, CLICK HERE, For additional information regarding Flaricias Statewide Product Approval System and Mani -Dade County NoWe of Acceptance (NOA), Mlievig. 21 LB series he Vers Top flange hangers available in width of 1 -9/1 V'and heights ranging from 5-Mr'to 15-1/W. 22 LBAZ sones hangers Top flange hangers available in width of 1 -0/1 V'and heights ranging from 9-3flEr'to 13-1/8". 23 LEG3. LEG5. LEG7 series hangers Top flange hangers available in widths ranging from 3-1410 6- 718" and heights ranging from 9" to 33-Ir2l. 24 MEGS, MEG7 series hangers Top flange hangers available in widths ranging from 6-114" to 6- 718" and heights ranging from 9" bD 32-1 t2' 25 MIT series hangers Top flange hangers available in widths ranging from 1 -9/11Y'llic, 5- 1/8" and heights ranging from 9-1/4" to Zf'. 20 PF, PFB, PFDB, PFDS8 set" hangers Top flange hangers available in width of 1-9116'and heights ranging from 3-3/8" to 7- I/W. 77 FIR Ridge rafter connector 28 WP set" hangers Top flange han gets available in Wdths ranging from 1 -9/1 V'lo 7- 1/8" and heights ranging 9-1/4"to 32". ad" Product Model, Number or Name 1 ABA44: ABA"R, ABA48, ABA46R, ABA66. ABABGR 2 ABU44, ABU44R, ABU46, ABU40R, ABU5.5, A81.16-6, ABU65, ABU66. ASU66R. ABU88, ASUSSR, ABU1010, ABUIOIOR, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ. ABW7-7 4 AC4, AC4R, ACF4, AC8, ACOR, ACES 5 BC4, BC46. BC4R, BC6, BC6R, BCS, BCS2-24 BC52-3/6 6 CB44, C80, OW, C1368, C888 7 C85044-SDS2: CBSQ46-SDS2. CBSQSB-SDS2, CBSQ86-SM, CBSQWSDS2 8 CC, ECC, ECCU Series 9 CCO.SDS2.5, E=-SDW. 5 Series 10 CPT44Z, CPT66Z, CPT8aZ 11 EPB44A. EPB44, EPB46, EPB55 12 EPS4Z 13 LCB44, LCB66 14 LPC4Z,LPCOZ is MPB"Z, MPBW, MPS88Z 16 PB44, P844R, PB46, PBSO. P866R 17 PBS44A, PBS40. PBSOa 18 PBVG.PBVIO 19 PC44-18: PC46-18, PC48-1a: PC64-16, P056-16, EPC44-16, EPC48-18, EPC48-110, EPC64-16, EPCSS-18 20 PC4Z, PC4RZ, PCOZ, PCORZ, PC8Z, PC:8RZ. GPC4Z, EPC4RZ, EPcez, EPC6RZ, EPC8Z, EPC8RZ 21 PPB".4Z. PPB44-6Z 22 RPBZ FLAJONS�R5 AW 1 FJA SA 2 FRFP 3 GH46-8, GH41", GH4". GH48-8, GH410-6, GH41", GH66-6, GHW8, GH68-6, 01168- 8, GH610-6, CH610-8 4 GLB6A, 011-13513, GLB5C, GLB6D, GLWA� GU87B, 01.137C, GLB7D 5 GLST512, GBLTS12, GLSTSI 0, GBILT616, OLM20, GBILTS20 6 HGLBA. HGLBS, HGLOC, HGLBD 7 HGT-2, HGT.3, HOT-4 8 UFPIO-SDS3 9 URFIP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Bose Post Cap Post Cap Embedded Column Base Embedded Column Bass Baited column copa with W1 ranging from 3-14'to 9-V7 and W2 ranging from 3-5/8" to 7.112" Screwed column capswith WI ranging from 3-114!'to 9.117'and VY2 ranging from 3-W8" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Boise Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bass Post Cap Post Cap Post Base Retrofit Post Base Product Descrtation Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate GluiRm Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tieclown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie MIX FBC Approved Products Updated 12r3VX120 CMFor drect Inks to all SST approvals listed beiaw, Far additional information regarding Ftorldn's Statewide Product Approval System and FASM-Dade County NoWe of Acceptance (11,10A). FLIM0446-RS Dal Product Description I A21. A23, A33. A34, A36, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAS Outdoor Accents Angles 3 AP1344, APB44R, APVB66, APB06R, APS88, APBSSR, APS1 010. APB1 01 OR, APVB44, Outdoor Accents Part sea APVB44R. APVS6S. APV(366R. APVB8S, APVB88R, APVB1O1O, APVB101 OR 4 APDJT24, APDJT2R-4, APDJT2-8, APDJT2RA APVDJT2-4. APVDJT2R-4, APVE)JT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-6 5 APHH48, APHH40R, APHH610, APHHO1OR Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4, APT8, APVL4, APVL6, APVT4, APVTO Outdoor Accents Land T Beam -to -Column Ties 7 APLH24, APLH24R, APU126. APLI-12OR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z.CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z, CJT5Z. CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FCS Framing Clips 14 FWANZ Foundattion Wall Angles 15 GA1 , GA2 Gusset Angles 16 H2A, H2.5T, H8, H1 OA-2, H1 OS. H 14, HGAI 0 Hurricane Ties 17 HCJITZ Heavy Concealed Jost Tie 18 HH4, HHG Header Hangers 19 K9S1Z Knee -Brace Stabilizer 20 1_30,1_50,1_70,LgO Angles 21 LCE4 Post Cap 22 LS30, L$50, LS70, LSOO Skerwaildis Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ25LZ, LSSJ2SRZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ, LSW210RZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.58. LSSR210-2. LSSR41O Field Adjustable SIDpeable/Skevvable Hanger 26 LTP4, LTP15 Tie Plartes. 27 1 MI-24Z, ML252, ML28Z. ML21OZ Angles 28 MMH8 Root Tie-Dowin 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMU.128, MMLU28-2, MMLU21 0. MMLU121 1, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC.RBCP Root Boundary C4ips 32 RST-3 Root Tie -Down 33 RTC22Z, RTC42, I RTC44 Rigid Tie Connectors 34 STC: STCT, DTC. HTC4 Truss Clips 35 TJC37JJC57 Truss Jack Clips 36 Z2,Z4,244 Panel Stiffener Clips FLIM 0447-RS Seq S Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3. M2L-SOSS, DSC5R-SDS3, DSC5L-SDS3 3 GBC: 4 HCP1.81, HCP2, HCP4 5 HHRCZ2. HHRC42, HHRC424 HHRC4/1 81 � HHRC", HHRC5.2513.25, HHRC5.3713 I HHRC66 a HIRC1.81, HRC22 7 LRU26. LRU28, URU210. LRU2112 8 LSU26, LSSU28. LSSU210 9 TBIE4, TBEO 10 TC24. TCA. TC28 11 THA29, THA213, THA218, THA218-2. THA222-2, THA413. THA41 8, THAC418. THA422, THAG422 THA426, THA422-2, THA4282 12 THAI 1.81r22, THAl2,06122, THIAI2. 1122, THA1222, THAI322, THAI3522, THA1422 13 THAL42Z THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS:3, THJM2-5-SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3W2M MMFor direct Initial, to alf SST approvals Isled below, CLICK HERE For additional InIon. Mon regarding Florida's Statewide Product Approval System and MOM -Dade County Notice of Aooeptlince (NOA). CUCK HERE. FL9104WR5 12" Product Description 1 BT,BTS.BTH Brick Ties 2 CMST12, CMST14, CMSTCJS Coiled Straps 3 CS14. CS16. CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 CompressioniTension Strap 6 I)SP. SSP, TSP Stud to Plate to 7 H1. H10A. 112.15A, H3, HO, H7Z, HIS, H16S. H16-2, H16-2S HurricansTies, 8 HGT.2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 HurricalneTis 10 HSS2-SDS1.5. HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5, HSTO Straight Straps 12 HTS116. HTS20, HTS24. HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQ1 SKTZ, HTS020KTZ Heavy Twist Strap 14 UFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA16. LSTAI8, LSTA21. LSTA24, LSTA30, LSTA38 Straight Straps 16 LSTM9, LST173 Straight Straps 17 LTB2D, LTE140 Bridging 18 LTS12,LTS16,LTSI8,LTS2O Light Twist Strap 19 MGT Medium GirdarrTiodown 20 MST27, MST37, MST48, MSTOO, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA16. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC88133 Pre -Sent Straps 24 MST120, MST13e, MSTI48, MSTI60, MST172 Straight Straps 25 MTS12, MTSIO, MTS18, MTS20. MTS24C. MTS30, MT830C Medium Twist Strap 25 NCA200-12. NCA202-12, NCA2x8-16, NCA200-116, NCA202-16 Bridging 27 RCW1312. RCWB14 Wall Bracing 28 RPSIS, RPS22, FPS28 Repair Plate Strap 29 RSP4 Stud to Plate Can nector 30 SPI. SP2, SP4, SPOI, SP8 Stud Plate, Tie 31 SPH4, SPHO, SPHS Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3. SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, STa215, ST6224, ST6238 Straight Straps 34 TB20. T1327, TB30. T1336, TB42, TB48; 71354, TB66: T860 Tension Bridging 35 TWBIO, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiodawn 37 WBI 00, WBI OOC, W81 26, �ASI 260, WB143C Wall Bracing rjr.Tl.v IN Product Description I CBH2.37x5.5, 0SH2.37x7.83. CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHIU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plow 3 HGU3.63-SM HGU5.25SDS, HGU5.50-SOS, HGU5.62-SDS, HGU7.00.SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS. HGUQ.00-SOS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5-25.SDS, HHGU5.50.SDS, HHGU5,62-SDS. HHGU7 00-SOS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGUQ.00-SDS Truss Bearing Enhancer 6 HHUS2e.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50MO, TrussClip HHUST25/10 Adjustable Tniss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Waists. Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors ValleyTruss Clip 10 HUCQ1.81/9-SOS, HUCOI.81ill-SOS, HUCC1210-2-SOS, HUCQ210-3-SDS, HUCC1310- SDS, HUCQ410-SDS, RUC0412-SDS, HUCQ5.250-SDS, HUCW.25/11-SDS, HUCQ810- SIDS, HUC0612-SUS Simpson Strong -Tie 2020 FBC Approved Products Updated I Z'3VA20 For dreot Inks to Oil S$T approvals Ned below, CLICK HER Far additional infamrstdon regarding Florklas Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA). FL#1 1468- §W Product Model. Number or Name Product Derscription 1 HHUS210-3, HHUS210LA Joist Hanger 2 HR56, HRS8, HRS12 Strop Ties 3 HUCO210-2-SDS, HUCQ210-3-SOS, RUC0310-SOS Joist Hanger 4 THGS2, THGB3, THGBF12, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3. THG03-SDS4.5, THGQH2-SDS3. THGQH3-SDS4.5. THGQH4-SDSS Joist Hanger 6 THGW,�-3, THGW3-4, THGW4-3. THGW441 Joist Hanger FLXI 1473-R5 Aing Product Dorscriation I DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofft Anchor 3 H113, HISS, H15-Z H18-2S HurricaneTie 4 HETA12, HETA16, HETA20. HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAL15, HETAL20 Embedded Truss Anchor 6 HGAMIO, HMO Masonry retrofit connectom 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SM.5, LGT4-SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 MErAl2, META16, META18. META20, META241, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30. MSTCM40, MSTCMOO Stop Tie for Masonry 12 MTSI MTSM20, HTSM16. HTSN120 Twist Strap for Masonry FL#1 1496-R5 Aga Product Model. Nurn ber or Name Product Descriation I DTTIZ Dock Tension Tie 2 HD12� HDIO Soled Holdowria 3 HD3B, HD6B. HD78, HORS Bated Holdowns 4 HTT4, HTTS, HTT5-3/4 Tension Ties 5 LT719, LTT2OB, LTT131 Light Tension Ties Fj_#1 3628-RS Ig" EaWgct Model, Number or Name Product Doiscription 1 SB&bx24, SB718x24, SB1x3O SB Anchor Bats 2 SSTBI 6. SSTB20. SSTB24, SST828, SSTB34, SST836, SST81 OL, SSTS20L, SST824L, SSTB Anchor Botts SSTB28L FL#13872-R4 Sao X Product Model, Nurn bar or Name I CMST12, CMST14, CMSTC16, CAS14, MO, CS18, CS20, CS22 2 HRS6. HRS8. HRS12. FHAS, FHAQ, FHAl2, FHA18, FHA24: FHA30, MSTI28, MST136, MST148� MSTISO, MSTI72, SIMST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30. LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA211, MSTA24 5 LSTA9, LSTA12, LSTA16, LSTA18, LSTA211, LSTA24, ST292, ST2122, ST2115� ST2215 6 LSUBH3-25, SUBH3.25, MSUBH3.25 7 IILTIP5 8 LTS12, LTS16, I LTS20 9 MSTAW, MSTA30, ST6215, ST6224, STO, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88; MSTC78, STS236 11 1 MTSIS, MTS18. MTS20. MTS30, MTS24C, MTS30C 12 5181,56, SIBI.811. W32.00, SIB2,37, SRB2.58, SIB2.68, SIB3.12, SM3.66. SIB3.62. VB4.06, SM4.12. SfB4.28, S1134.75, SIB5,50 13 SMA2,120, SIBA2.12/10, SAWAX12, SIBA2.112MAI, SeA4.18ffi, SIBA4.18/10, &SA4.181112, &BA4.18114 14 SfH1A 15 S/HD8S, SrHO88, SlHDIOS: SIHOIOB, SIHDISS, WHD158 16 S/HDU4, S/HDUO, S/HDUO, S/HDU1 1 17 SfJCT, SJHJCT Product Dosorliption Called Straps Straps 97 mil (12 go) Heavy Twat Straps Straps 43 mil (18 go) Straps 33 mill (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers HurricarieTis Holdowns Holdowns Joist Hangers Product Description Concealed hangers Faoe-mount (DU, DHU) and top-11ange (DHUTF) hangers available- in widths ranging from 1-9/16'to 3-WI8" and heights ranging from 9-1/8" to 23-15116". Face -mount hangers Face -mount hangars available in widths ranging from 1-518'tD 7. 3M" and heights ranging from 5-5M61d, 12-7/8". Face -mount hangers Face -mount hangers Skswed face -mount hangers available inwidths ranging from 3. 118" to 6-1/8" and heights ranging from 4-VilPto 16-3W'. Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in Wdths ranging from 11-911V'tc, 7- 112" and heights ranging from 2-718" to 19-1W_ Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16" FiRce-mount hangers Simpson Strong -Tie 2020 F13C Approved Products Updated 1254MMO For dired Inks to all SST approvals listed below, CLICK HER Z For additional information reitarding Flardies Statewide Product Approval System and Mairi-Dado County Notice of Acceptance (140A), CUCK HERE. 18 SfLBV1.56, SILBV1.81. VLBV2.06, SfLEV2.37, SrUSV2.56, S&BV2.68, Sq.BVS.112, Top Flange Joist Hangers 9LBV3.56, SILBV3.62, SILBV4.06. SFLBV4.12, SILSV4.28, SILBV4.76, SILBV5.50 1 P SfLTT20, SIDTT2Z, SIH1714, HTT4. HTT5 Holdowns 20 SIMSTOO, &IMST72 Straps I 18 mill (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC:37 Truss Jwk Connector FL#J3904-R5 2W Product Model. Number or Name I OCCIV0.82-SDSHDG, CCQM4_O2-SDSHDG, CCQM&50-SDSHDG, CCTQM3.62-SDSG, OCTOM4,82-SOW, OCTQM5.5O-SDSG, COCQW6.62-SDSG, CCCOM4.62-SDSG. CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4.OM-KT, ECCLLQMD5.5OG-KT, ECCLROMD3.62G-KT, ECCLRQMD4A2G- Kr, ECCLROMD5.500-KT 3 HGUM5.25: HGUM5.50, HGUM7.00, HGUW.25, HGUMS.00 4 LGUI LGUM263, LGUM264, LGUM28-2. LGUM28-3, LGUM284. LGUM210.2. LGUM210-3, LGUM2104, LGUM46: LGUM4S, LGUM410 5 MBHA3.12J9.25, MBHA3.12fl 1.25, MBHA3.5W.25, MBHA3.5619.25, MSHA3.58111.25, MSHA3.56/11.88, MSHA3.56114, M13HA3.56/16, MSHA3.56118: MSHA5.50fT25. MBHA5.5019.25, MBHA5.50111.25, MBHA5.50111.88. MBHAS.50/14. MBHA5.50/18, MSHA5.50118 6 M13HU3.5619.25, MBHU3.58111.25, MBHU3.5&1 1.88, MBHU3.5611 4. M13HUS.66/16, MBHU3.56118, MBHU6.6019.25, MBHU6.60111.25, MBHU5.50/11.88: MSHU5.60/14, MBHUS.50116, MSHU5.50118 FL0113975-IRS Sea S Product Model. Number or Name 1 SDW223M. SDW22338, SDW22438, SDW22458, SDW22500, SOW-22600, SOW22638� SDW'22634 2 SDWC1 5450, SDWC1 SWO 3 SDWH10300DK SOWH19400DS, SDWH1Q6OODB, SDWHIOSOODB, SDWH1O1OOODB 4 SDWH274OOG, SDWH27000G, SDWH2780DG, SDWH2710ODG, SDWH271200G 5 SOWS16212. SDWS16300. SDWS16312, SDWS10400 6 SDWS19600, SDVVS1971Z SDWS22400,SDWS22500.SDWS22512, SOWS22500. SOWS22800, SOIAR522900, SMNS221 000, SOWS221 100, SDWS221200, SDWS221 500 7 SDWS2230ODB. SOWS224OODS. SDWS225OODB. SOWS2260ODB, SDWSn8CDDB, SDVVS221 00ODB 8 SDWS22312DBB, SDWS22512OBS 9 SDWS2730OSS, SDWS2740OSS. SDWS275OOSS, SDWS2760OSS, SDWS27800SS, SDAS27100OSS, SOWS2712006S 10 SDWV13400 11 STN22 ProductDoiscriation Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Besm Hargem Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Sirongi-Drive SOW EWP-PLY and TRUSS -PLY Screws Sbong-Drive SDWC TRUSS Screw Strong-Driins SDWH TIMBER-H EKScrew Straing-Drive SDWH TIMBER-H EX HOG Screw Sirong-Drive SIDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong-Driie SOWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLX1 5363-R3 AW Product Model. Number or Name Product Dituription 1 AS 18. AS 18S5, AS I OSS 18 go. Truss Plates 2 AS 2OH5 2D go. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Con nector FL#115730-1114 A11:111,1111 Piroduct Descrollion 1 ET -HP, Adhesive Anchor for concrete 2 GAC, GDP, GDP`M_5O, GDPM-75, GDPM-100, GDPS� GW-50, GW-76, GW-100, GTH Gas-actuallecl fasteners and assemblies 3 POPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP. PINWP-W. PDPAWL, Powder -actuated fasteners� threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Cn -Cu > 2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJQ=0 NMFor drect Inks to all SST approvals listed below, - For additional Ifflormation regarding Flol Statewide Product Approval System and Miurni-Dade County Notice of Acceptance (NOA). CILICK HERE. CU -6-0 (D (D 0)0 .0-0 11 HUS, HUSC series hangers Face -mount hangers avalliable In Wdths ranging from 1-5M"to 3. 9116" and heights ranging from 4-5116" to 11 ". Concealed flange Cl) version (H USC) available for models havi g vvidth equal to or greaterthan 3-9116'. 2 C) 12 IUS series hangers Face -mount haingions available in widths rangi froml-718"to3. C 518" and heights ranging from 9-1/4"to 16'. 0 LL long 'To qu2lil 8 or 0 3, 13 LGU3.25-SDS, LGU3.63-SDS, LGUS.25-SOS Face -mount hangers C) 14 LU24, LU26, LU28, LU210 Face -mount hangers > 15 WC26Z, LUC21 02 Face-mourit hangers AQ -0 0 no Face -mount hangers availebWWC�odths ra I IV' to Cf) (D L_ 16 LUS series hangers .2 SM" and heights ranging fromJ3 10-1 6. C/) %.0 cis 17 MGUS.63-SDS� MGUG.25-SDS, MCIU5.50-SIDS, MrU5.62-SDS, MGU7.00-SDS Face -mount hangers C%J ;I- UJ 18 MIU series hangers Face -mount hangers availlatilljpividths, ranging ml-9/lAte C= IIL. C_ 4= 118" and heights ranging from 6-1511 V'tzi 10- ltZ'. CL. C" 19 MUS26, MUS28 Face -mount hangers to C-4 co 11.4 X LI_ 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers allMble in ranging Ask, 9116" to 34/1 &'and heights raiQ ir 111 ff- to 13-�Vg. 0 C= C�d = Concealed flange version (SUFWMULC) leforalliPs 4:0 to 2X and 4X models; only licults, flange is can a 21 U series hangers Face-mounthengersevoilabL-invAdths ngi Z &'and heights ranging from 2.51V'to 11 14". COD .r-x FIL91 0697-1416 CC JW Product Model, Number or Name (n I BA series hangers Top flange hangers available in widths ranging fro 1-W16-1.7§ 1/8" and heights ranging from 7-116'to W1. L.31 2 DGBF series hangers Top flange hangers available in vvidths ranging from 3-516'to 7- 1/8" and heights ranging from 9-1/4" to 24'. 3 DGF series hangers Top flange hangers available in widths ranging from I -ItZ'to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF sedes hangers Top flange hangers available in widths rainging from 1-3/4" to 3- in I r�ngrng _C) 1 , 1 3- 1. far .an a n 14 M 5M" and heights ranging from 9-1/4" to 2,t*. Z 5 EG5, EG7, EGO set" hangers Top flange hangers available in width* ranging from 5-1/4" to S. 718" and heights ranging from 1 V to 32-1f7. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-&&* to 7- IM" and heights ranging from 11 4/N'tD 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114!'to S-7/8" and heights ranging from 8112" to 29', 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- Z 1/8" and heights ranging from I I"Itc, 32'. 9 HS sores hangars Top flange hangers available in widths ranging from I-9116'lo 7- IiZ' and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in wdths ranging from 5-114" to 15-71W' and heights ranging from 10-1 17'to X'. I I HGLT series hangers Top flange hangers available in widtha ranging from 3-1 hVto 8- 718" and heights ranging from 7-1t2'tc 32' 12 HGLTV series hangers Top flange hangers available in widthis ranging from 3-1 X'tci 7- 1/8" and heights ranging from I *'to 3Z' 13 HIT series hangers Top flange hangers available in widths ranging from 2_5116'to 3- 9118" and heights Faingingfrom IWIto 2IT'. 14 HUSTF series hangers Top flange joist hangers available in Wdft ranging from 3-1/8" to 3-9116' and heights ranging from 5-318'to 13-1118". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1 -9/1 O"Itc, 5- 1/2" and heights ranging from 3-7118" to 16'. Concealed flange version (H UCTF) available for all models having width equal to or greablur than 2-9116". 16 HWP series hangers Top flange hangers available in widths ranging from 1 -0116" to 7- 118" and heights ranging from 5.3ff'to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1 -9111 a" to 7- 1/2" and heights ranging from 5.316'to 37'. 18 ITS series hangers Top flange hangers available in wicift ranging from 1-9116'to 3- 518" and heights ranging from 9.1 16'to 16'. 19 JS series hangers Top flange hangers available in vvidth of 1 -9111Y'and heights flinging from 5.3f8" to 7-14', 20 JBA series hangers Top flange hangers available in width of 11-9116'and heights ranging fromg-&IIT' tD 13-1/8" Simpson Strong -Tie 2020 F13C Approved Products Updated 12r,4M20 For dilreot Inks to fill SST abProvals toted below, CLICK HERE For additional Information regarding FloridasStatevvide Product Approval System and Mem-Dade County Notice of Acceptance (NM_"4�, 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2. STS24SS, ST 82-6SS) Strong -Solt 2 Wedge Anchor for concrete available in carbon stee I and Types 304 an d 316 stain less steel 7 Titan HO (THD-H, THD-HMG, THD-144SS, THD448SS� THD-CS, THD-CSOSS) Titan HID Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 Stainless steel, at with countersunk head in carbon steel and Type 316 stainless steel 6 Tilion HD Rod Coupler (THO37834RC, THD50934RC) Then HO Threaded Rod Coupler fix concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. TH037212RH, Tilion HO Threaded Rod Hanger for concrete TH050234RH, THDIO212RH) 10 Wedge -All tVVA) Wedge -All Anchor tot masonry FL#16230-RO JW Product Made], Num bar or Name 1 AT-XP 2 Er -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (77N2) 6 Tition HD (rHD.H4SS, THD-H6SS, TH D-CS6SS) 7 Titan Turbo T1,M F1.111:16937-1113 ANI Product Model, Number or Nam# 1 X34121101"K, X1 S1 016, X11 81 018-4K XQISIOIO� XQI Bi 01 6-4K 2 XL011 4TI224, )(1_01 14BI224.2K 3 XMQ1 1461224. XMQ`l 1481224-2K 4 X0114S1 224, X011 4BI224-2.5K X1 14SI224, XQ1 I 2SI224, X01 1281224-2K 5 XU34S1Q11O, XU34BI016-5K FL*35320-RO jfta Product Model, Number or Name 1 DESC843.5; DSSCS46, DSSCB48, DSHS 2 FCB43.5, FC845.5. FCB47.5, FGM.5, FCB411.5 3 FPHSD34SIC16, FPHSD3481016, FPHSD3481018-5K. FPHS03481214, FPHSD3.4B1214. FPHSD34B1214-5K 4 LSFC2.25. LSF04.25, LSFCO-25, SFC2.25, SFC4,25, SFCO.25 6 LSSC4.25, LSSCO.26, SSC2.25. SSC4.25. SSC6.25: MSSC2_25, MSSC4.25. MSSC6.25, 6 RCKW3, RCKW5.6, RCKW7.5, RCKW3S. RCKW5.6S 7 SCS43.5, SC845.5, SICS47 5, SCB49.5, SCS411.5, MSCW-5, MSCS47 5 8 SCS32-5/97. SCS62-5197. SCS62-5/118. SCS82-5/118 9 SCM.25, SCW5.5 10 SJC8.26. SJC10.25, MSJC8.25, MSJCIO.26 11 SSB3�518 12 XLSH34B1 414, XLSH78B1 414 13 XQ1S1OI 8. XQI 81018-4K, X01S1214, X01181214-3.5K, XQ78S1224, X078BI 224-3K, X0114SI 224, X011491224-2,SK XQI 12S1224, XQ112131224-2K, )C3461016-5K XlSlOiO, XIBIO16-41K, X181214, XIS1214.3 5K AT-XP i h-Sterigith Acrylic; Adhesive for concrete or masonry Er -HP Epoxy Adhesive for masonry SET-XP H igh-Strength Epoxy Adhesive for masonry Strong-Boft 2 Wedge Anchor for masonry Titan 2 Screw Anchor to( Concrete Titan HD Heavy-D uty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Derscription #10-18 Strong-Driya, X Metal Sag -Drilling, Tapping Screws with #3 Drill point #12-24 Strong -Drive XL Large -Head Metal Self-Dirilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Madiurri,-Head Metal Self -Drilling, Tapping Screvvs with #5 Drill Point and Medium Diameter Hex 012-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with 06 Drill Point #10-16 Stiong-DrIve XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FIPHSD Framing-to-CFS Seff- Drilling. Tapping Scram Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass From ing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connections Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSHI Shouldered Self -Drilling, Tapping Screws 410-16: #12-14. and #12-24 Stoing-Drive X Metal Self -Drilling, Tapping Screvr. E U) CU ICU > 0 > L CL 0 CL < 0 0 C/) ICU M 0 0 cu UJ CL) Z Z 1 SHEET NO. PA 1.3 A MIAM'I' PGT Indmtries. Inc. FGT Industries, Inv. PGTIndustriesjuc. ff, PRODUCTCONTROLSECTLOK 11805 SW 26 S"@� Rae= 201 D"ARIMMOF RECUTATORYANDECC K-OA11C RESOURXn MIER) Mbm Plarift 33175-2474 NOTICE OF ACCEPYXNCE: EVIDENCE SUBAMTED NOTICE OF ACCEPT.ANCE,: EVIDENCE SUB11111-111) BOARD A" CODE "IMUSTRAZE(NDMISFON TC726)MS-25M FCM)315-2W 1. Evkknce sabmifted under prexious NO.A NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUIAInYASSURANCE NOTICE OF ACCEPTANCE (N.OA) W"-Wdn�� 1. Mian3i DadeDepartmetil of Regulatory and Economic Resowxvs (FLER)- PGTIadustries,loc. A. DRAWINGS B. TESTS (continued) to 4 1070 TechnoloLy Drire, L Marnifacturees die drawings and sections. 5. Test report on 1) Air Infkmfim Test, per FBC. TAS 201,94 North Venice, FL 34275 (Submiffed under.,VOAX& 11-0107.04) 2) Uniforin Static Air Pressure Test, per FBC TAS 202-94 E. MATERL&L CERTff ]CATIONS scom: 2- Drawing No. I&D-5.570.0, titled "Vinyl Sliding Glass Door NOA aW, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1 . Notice of Acceptance No. 1-"528.14 issued to Vision Extrusion. Limited for their ThisNOA is beingissued under the applicablemlesandreguldtim governingtheuse of consinx-tionmaiterials-lbe through 21 of2 1, prepared by manufactim, dated 10M5115, with revision A dated 4) Imp Miss& Impact Test per FBC, TAS 201-94 "%NlkW Rjgd PVC Exterior Extrusions for Windows and DooW'. dated 0&13/15. Ca. documentati(msubmittedhas beenreviewed and accepted:byMami-Daide CourdyRER-Product Control Section to 04105117, signed and sealed by A. Lynn Millff7 P.E. 5) Cyclic Wind Presswe Loadingper FBC., TAS203-94 eqkTing on 09.130il9. &3 C:6 be usedsa Manii Dade CQuaty and o6eyareaswbut allowedby1he Aulharity Having luds&ction (AM. 6) Foiced Entry Test, per FBC, TAS 202-94 2. Notice of Acceptance No. 16-0920.09 L%ued toVision ExtnLsion Limited fortheir'l This NOA shall. not be valid afIer the expkation date statedbelaar, The Nfiami-Dade Counr 1006 Tan 202 and lighter Shades (Non-N%Wte) Rigid PVC Exterior Extimsions f yProductCoutrd[Sectkn B. TESTS along withmarked-up drawings and installation diagram. of vmyl sliding glass door, ptepared (In Nfiami Dade County) andlocthe ALU (in aresisother ffinaNhamiDade County) reserve the nghtto have this L Teareporton 1) Uniform Static Air Press= Test, per FBC, TAS 202-94 byFenestration Testing Llbv Inic., Test Report No. FTL &q9- dated 11/06/15, *ied and Windom and Dooii-, dated IM8,116, expiring on 12P29I21- 3: product ormatenal testedfarqualkyamrorancepuqxrom. Iffim prodWornuftiial f" to pedormin the accepted 2) Large Msmk Impact Test per FBC.- TAS 201-94 sealed by Idalmis Ortega, P. E, (rest report revised on 12/0411' 5 and 02/1 lil.6) 3. Notice of Acceptance No. 1"-9-28.15 issued to Vision Extrusion Limited for their 2 1E manneir, the rna cturer will incurthe expense of such testing and the AM may immediately rev obe- sno dify, o r 3) Cyclic Wind Pressure Loading per tBC- TAS. 203-94 6. Test report on 1) Air Infiltiation Test, per FBC, TAS 201-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior laxitrusions; mapend the use of such product oc material wAun ihew junsdwtion. RER reserves the rAght to revoke this along with madwd-up drawings and installation diagram. of vinyl sheling glass door, prepared 2) Uniform Static Ak Pressure Test- per FBC. TAS 202-94 Windows and Doors", d2ted 09/13/15. expiring on 09,30/19- accepu=e� if it is determined byNfiami-Dade CountyPtoduct Control Section that this pmduct or material fails to by Fenestration Testing Lab, hr-, Test Report No- FTL 9717,.dated 12AP15, signed and 3) Water ResWance Test, per FBC, TAS 202-94. 4- Notice of Acceptance No- 16-07122.02 issued to ENER.G1 Fenestration Solutions USA, meet 1he requirements of the appheable budding code. sealed by Idalmis Ortega. P- E- (Test report revised on 02-11536 and 02,244d) Inc. for their "TAIN304 0 and Lighter Shades (Nou-NAltite) Rigid PVC Exterior This product is approved as describedhesein. and has beendesignedw complywiththe Florida Building Code- 4) Large Miss& Impact Test per FBC, TAS 201-94 dated 091546- expiring on 02,04/2 1. including the High Velocity Hurricane Zone. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 Extrusions for Windows and Doors 2) Uniform Static Air Premwe Test, per FBC, TAS 202-94 along with marked-W drawinp and installation di2gm of vinyl sliding glass door, prepared 5- Notice of Acceptance No- 1"712.04- issued to ENERGI Fenestration Solutiom USA, DE SCRIM UK: Series "M. 7&2 770" Vk)i Sliding Gh ss Door (Reinfwred) w/wo 9 00 & 131.0 corners-L JMI APPROVAL DOCUIMEN-E. DrawingNo.,MD-555704 RevB, titled"Vinyi Sliding Glass DoorNOA(IJAD-- sheft 3) Water Resistance Test, per FBC, TAS 202-94- by Fewmation Testing I.Ab- Inc., Test Report No. FTL 955t dated 12/04q5, Apied and Inc, for their "Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior I through 21 of 2 1, prepared by mamActwer- dated I O/Wl 5 and last revised on 02,10 1 t2 1, signed and sealed by 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E- (rest report revised on 02/15.2016) Extrusions for Windows and Doors" dated 091 5116� eqy�riog on 04.!l&20. 5) Cyclic Wind Presswe Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressmr Test- per FBC, TAS 202-94 6. Notice of Acceptance No- 1"712.03 iss;ued to ENERGI Fenestration Solutions USA, A. Lynn Millff, P.E., bearing the Miami -Dade CountyProduct Control Revision d=V with the Notice of Acceptance number and expiration date by the Miami -Dade Ckway Product Control Section. 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Miss& Impact Test per FBC, TAS 201-94 Inc for their -White Rigid PVC Exterior Extrusions foi Windows and Doors- dated VA ISSUE hIPACT RATLNG: Large and Small Nkvile Impact Retistant along with ma*ed-up drawings and ingallation diagram, of mnyl sliding glass door, prepared 3) Cyclic Wind Preswre Loading per FBC- TAS 203-94 09/1017, eViring on 02/29/18. limitations: by Fenestration Testing Lab, Inc. Test Report No- FTL 11546, dated I I/M15, soped and along with madird-up drawmp and ingallation diagram of vinyl sliding glass door, prqxtred 7. Tea reports No(s). 10-002-792(A), 10-06-M0527, 535753-09. per ASTNIE-94- I - See tabk- I (sheet 2) and table 2 (sheet D for applicable SGD vidt sizes, design pressures, reinforcements types, sealed by Idalmis Ortega, R E- (rest report revised on 0 1 ffi,4116 and 024 V20 16) by Fenestration Testing Lab. Inc., Test Report No. FTL "38 (sarnples A-1 thru A-22), daled AST -MD 1929 and ASTMD-635, issued by EXOVA to Visim Extrusion for cellulosic glasstypes. sW ris" (see tables B-1 & B-2. sheets 7-8) and awborlayeatsheeft requirements in I I thfu 16. 3. Test rtpoct on 1) Air Infiltration. Test, per FBC. TAS 202-94 11;19,110, signed and sealed by Jorge A- Causo, P- E. (Submh*d under NO-4 No. I1- composite material 2. R4d White PVC, Tan (Nonwhite) Pjpd PVC andBrovm coated (FaLmed or lamnzte� white Rigid PVC to be 2) Unifom Static Air Pressure Test, per FBC, TAS 202-94 010704) (SubmthYrd tinder A10A.Mo. 11-0107 04) labeW per tefisenced NOA'stequitements. 3) Water Resigance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC, TAS 1202-94 S. Notice ofAcceptance No. 14-0916.11 ivnrd to Kurmy America., Inc. for their 3. Egress opetabledom must cIamplywith mw clear wi&h or height per FBC requivroent. as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Sentn-Ghst (Clear and WhiuI) InterlaveC- expiring on 0104/1 S. 4. Po&et waUs under separate approval, to be reviewed by Building offical 5) Cyclic Wind Pressilre Loading per FBC. TAS 203-94 3) Water Resistame Test, per FBC, TAS 202-SA. 9. NoticeofAcceptaace No. 16-1117.01 issueil to Kummy America- Inc- fdr their LABEIING: Each unit slmll bear a pennanent label with the snanahctureesna— orlojo. city. state andseirim and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large ML%de InVact Tea perFBC, TAS 201-94 "Trosifolt Ultrack-ar. Clear and Color PNB Interlayerf'. ex;piring on 0708119. following statemear'Nfiarm-Dmie County Product Control ApprovvV, noted herem along with marked up drawtop and installation dbgram. ofvinyl. sliding glass door. pepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEW.AL of thisNOA sballbe consideredafier a renewal application has beenfiledand dtere has beenno by Fenestration Testing Lab- Inc.. Test Report No- FTL 81.547, dated 12/04/15- signed and 6) Forced Ebtry Tetst. per FBC, TAS 202-94 F. STA.113KINTS cb=ge1n ihe applicaMebudding codeargatwely affecting the ofthisprodueL s�aled by Idahnis Ortega, P. E. (Test report mvised on 02/15116) along with malmd-up drawmp and installation diagram of vinyl sliding glass door, prepared I - Statement letter of conforounce with FBC-5* Edition (2014) and FBC-61kEdifion perfamance 4- Test report an 1) Air Infiltration Tw, per FBC, TAS 2(122-94 by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 (samples A- I thru A-5�. dated (2017� issued by manufactum dated 08/14.47, *3ed & sealed by Lynn Miller, PY- TERAIDUTIONcifthisNOAwill occur after the expirafian date or if theme hasbeen a re%ision cmdump in. the 2 Uniforin Static Air Puwire Test- per FBC- TAS 202-94 inateriah, use. andlor manufiwture ofthe product orprocess. Nfisuse ofthis NOA as an endonement ofany product, 12IM10. s4� and sealed by Jorge A- Causo, P. E. (&ihwiffed under N0.4 No. 11- 2- Statement k-iter ofne financial interest, dated 0411 & 17, issued by m2mfacturer, signed for saks, adverdsing or any o1herpurposesi sball automatic ally termmte dm NOA- Failm to complywith, any 3) Water Resistance Test, per FBC, TAS 202-94 010709) & sealed.by Lynn Mi&-L P-E. section ofthis NOA studbe cause for termination andre=val ofNQA. 4) Lmr Mssde Impd Tea per FBCr TAS 201-94 3- Letter of lab compliance, part of the above test reports. A.DX7ERT][SE-W-\-T: The NOAnuntw precededby the words Nfiami-Dade County. FlorWX and followed by the 5) Cyclic Wind Presme Loading per FBC, TAS 2203-94 C. CALCLTLATIOTNS 4. RER. Test Proposal No. 17-0387. dated 05MI17, signed by Ishaq Clanda, P-E. expiration date may be dis0ayed in advertising literature. Ifanypartion of the NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202M I - Anchor verification cakulatiDw and. structural analysis, complyriag with FBC-27014, done in its entirety. Wong with mallkpd-up dawings and uLtallation diagram, of vmyl� slidmg glass do". prepared prepared by PGT- dated 12-1094 5=d last revised on 0211546- kgned and sealed by G. OTE[ER. by Fenestmtwn Testing Lab. Inc., T�est Report No. FTL &5U. dated 124Xil 5, signed and L Notice of Acceptance No. 15-1210.01, irmued to PGT Industries, for their Seim INSPECTION: A copy ofthis entire NOA shaU beprovided to the userby-the mam&cmwr or its distributors and sea by Idalmis Ortega.. P.E- (rest report revised on0li0*116 and 02111116)- An&=y L MiUer, P-E. (Subsifted underNO-4 Na. 15-1210. 01). shall be available fin inspect= at thejob site at the nqaest of the Building Official. 2. Glazing complies with ASTME-1300-09- -557012770" Vinyl Sliding Glass Door (Reinforced) - L.M.L". atpiring on W140-1. This NOA rexises & renews.X0A 920-0429.05 and cc=Lsft of thispage I and evidence pages E-1. E-2- E-3. E-4, /4111-1L. �, E-5 & E-6 as wen as approval document toentioned above- Idmq I Clandx, P.E. 113laq I Chands. PIE. 1Aaq L Chanda, PIE. The sutanifted documentation. was reviewed by Ishaq I Clhanda. P.E. Product Contra] Unit Wperrisor Product ControlUsit Supervisor Product Control Unit Supervisor 4 NM NOATN'e. 21-020.9.03 A. No. 21-0105.W NO.A. �Xo. 21-420.-.03 NOANIo. 21-0205.03 Expiration Dew Apri]14,2026 ExpirsewuNtat AprilI4,20.16 Expiration Date: April 14,2026 ExpirationDme, AprilI4,12016 Approval DawMarch 2-5,220.21 Approval Date-. Ifarch 25,2021 AMoval Date: AUrck -16, M21 Approva I Date- Alarch!6,21'021 P2S* 1 E -1 E -2 E -3 PGT Indusu*% Ilse. CGIVIndows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: E'VIDENCE SUB3flTTW NOTICE OF ACCEPTANCE: EVIDENCE SITBNIFYTED NOTICE OF ACCEPTANCE: EVIDENCE 2. Evidence Submitted under previous submittal E. X4LTERLAL CERTIFICATIONS (continue) 3. New Eildeum Submitted 5. Quanix part Super Spacer Standard complying with ASTM C5 18 Tknual Conductivity A. DRA'WINGS 0-881 BTU -in/ hr.-ftk-*F, ASTM F 1249 WVIR-Pass. ASTM D3985 Oxygm-Pass, ASIM E �L DRAWINGS 1. Drawing No. MD-5-570.0 RerB. titled -Vinyl Sliding Glass Door NOA W-, sheets 2190 I.G- Durability.No fog -Pass. (Submilted under presiousAWAN"o. 154-409. 05) 1. Drawirg No. MD-4-570.0 Rev B. fitled"Vinyl Sliding Glass Door NOA (LAW. sheets I I through 21 of 2 1, prepared by manufacturer. dated 10,05115 and last revised on. through 21 of 21� prepared by mmuffacturer, dated 10105/15 and last revised on 02/01/2 L 040-2/20, s*ned and sealed by A- Lyxm Miller, P-E. 6. Quanex Part Dura conphing with ASIM C518 ThemLd Conductivity 2-22 BTU -in/ signed and sealed by A. Lynn Miller, P.E. hr--ftl-'F, ASTM F 1249 WVTR-Pass. ASIM D 1434 Argon Permeance-Pas& ASTM E Note This mvision consists replacement of same existiW installation screw with flat head- B. TESTS 2199 I.G- Durability -No Fog, ASTM E 546 Dew Point Developruent -201F in 48 bn- 1. Test reports on: 1) Air Infiltratim Test, per FBC, TAS 202-94 (Submifted nuderAW-4 Na. 15-049-0,05). 2) Uniform Static Par Pressure Test, Loading per FBC, T&S 202-94 7- Visim Extrusion& Ltd- Parts complying with PVC-AAMA 303-13, Voluntary Specifivation B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Poly�yl C11oride (PVQ Exterior Profiles for Vision Exttusiona, Ltd.-VEX-1 by 1. None- 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Pf ofille Cftbf icat son Program (Sn bm wed under.X0 4 JV& I S 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409. #5) C. CALCULATIONS along with madmd-W drmmp and in"lation dogram. ofall PGT Industries, Inc 8. VWon Extr� Ltd- Parts compbling with PVC-AANM. 303-13 1- None- rqprmeatative units listed below and tested to quahfy Dowsil 791 and Dowsd 993 silicones. (Subno Ned under NOA No. I S4409.05) prepared by Fenestration Testing Laboratory� Inc-, Test Reports No.: 9- PFVC-AAMA 303-13, Voluntary Specification for Rigid Pob�vinyl Cliloride (F`VQ Exterior D. QU.UM A SSURAN CE FrL-7997, PGT PV675520 PVC Fixed Window (unit 6 in proposal), dated 09,03114 Profiks for Vision Extrusions. LtdATEX-1 by AAMA FenMtr2fion Exterior Profile 1. Nfiami-Dade Department of Regulatosy and Economic Rewurm OUER)- Fl-L-20-2107.1. PGT SGD780 Alumimun Sliding Glus Door (unit 7 in proposal) FTL-20- certificationprogram- 2107.2, PGT C-A.740 Ahtm. Outswing Cmemmt Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No- 19-1217.14 issued to Energi Fenestration Solution, USA- Inc. for E. AL4,TERL4LL CERTMCATIONS 2107.3, PGT P`W`7620A Alurninurn Fb" Window (unit 9 in proposal) and FYL-20-2107.4. their --Yan 3040 & ftht shade (non -white) White Rigid PVC Exterior Extrusions for I- Notice of Acceptance No. 1"305.02 issued to Kuraray America, Inc. fortheir PGT PW7620A Alunzinum. Fixed Window (unit 10 in. proposal) dated 07/13/20. all signed Windows and Doors-, expiring on 02,104121. "Tresffolt Ultraclear, Clear, and Color PVB Glass Interhyers7, eq** onWM�24. and sealed by Idalmis Ortega. P-E- 11. Notice of Acceptance No- 194122.02 &wed to Energi Fenestration. Solutim USA, Inc, for 2- Notice of AcMtanceNo. 17-090&02 issued to Kuraray America, Inc. for their their smies "M01te Rigid PVC Fsterior Extrusions for Windows and Doors"- expmng an "SentryGlast, (Clear and'%Wk) Glass Interlaveri", vqnring on 07/04/23- C. CALCULATIONS 02a&.23. 3- Notice -'of Acceptance No- 18-1106.10 imW to Vision Extrusions Limided for their -Brown 1. Anchor VMfiC2fiCU cakulatum and sffixtural analysis, complyW with YBC 701 12. Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solultion, USA, Inc- for Coated (Painted or Laminated) N%1dw Rigid PVC Exterior ExalWous for Windows Edition (2020). dated 04/2MO, prepared by manufacturm- signed and sealed by their "Bronze & Fot shade cap coated Whke Rigid PVC Exterior Extrusions for and Doors7. expiring on 0930PW Anftn,yLynnMiW- P-E- 2. Glazing , complies with ASTME1300-04,-09,42 and -16. NVmdows and Doors-, expiring on 04,116,125. 4- Notice of Acceptance No- 19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades Rigid Celular PVC Exterior D. QUALITY ASSUlLAINCE F. STATENCENTS Extrusions for Windows and Doors-, expiring an 12/29/2 1. Miami -Dade Department of Regulatory aid Economic Resources (RER)� 1. Statment letter of conformance to FBC 711 Edition (2020), dated 04,21120. issued by manufacturer signed and sealed by Anthony Lynn Miller P-E- F. STAMEENTS, E. -MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by manufactusw dated L Statenwat Letter of com[bimance to YBC 74 Edition (2020), dated 0101,21- issued by L Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their 04/1 8QO, *ied and sealed by AnthonyLym Millm, P�E- 7 s*ncd and sealed by Anthony Lynn Miller. P-E. "TrosffoW 11n2clear, Clear, and Color PVB Gkm . Interbyer�', expiring on 3. Primate Labeling Agreement document b etween PGT. dated 03/3(VI5 and signed by all 2- Private Labeling Agreement dated 03/001 between, PGT Industries, Inc. and CGI 07/080-4- irrvolved parties. Windows and Doots loc-, signed by Dean M Ruark, P.E., V.P. Engineering. on behalf of 2. Notice of AcceptanceNo. 17-M&02 issued to Kuraray America, Inc. fortheir bothcompanies. "SentqrGlasl, (Clear andAWo) Glass Interlaveit", expning on 07)'040-3. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 is� to Vision Emmom Limited for their L This NOA revises; NOA# 17-042(LO6 (PVT wCGI) and updates to FBC2020 (7*Edidon� G. OTEEERS "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 0+21i2l- L 1his NOA ivrises & renews NOAft 20-0429.05 (PLA w/CGII eViring 041140.6. f" Windows and Doors7", expiring on 09/30J24. 2- RER Test proposals #19-1155 dated 0 1 10/20 approved by Ishaq 1. Chanda- P�E, cq&ing 4 Notice of Acceptance No. 18-1106.11 issued toVision Extrilsions Limited for their OC14�21- 2. The current associated PLA CGI file #21-020.0L expiring 0-411V26. series "VE 1000 Tan 202 and lighter shades ffon-White) Rigid Cellular PVC 7 Exterior Extrusions for Windows and Doors". expiring on 11-P-9121- �t,4 I Z A 7 7 lsbaq L Ckanda, P.E. Ishaq L C16mads. PIE. IA&q L ChaadA, PX- Product Control Unk Superrisor Product Coubvi Unk Supe'rrisor Product Control Unit Supffyi3or TKOA No. 21-0109 ' 03 1N'0A IN-o, 21-0205.03 NOA N14. 2 1 -8 2 0 5,03 Expiration Dat*- April 14,2026 Expiration Dado- April 14,2026 Expiration Date. AWil 14,2026 Approval Da te. ?&rc]L U-5, 12021 Approval Datt- X"rtl 15. 201 -Approval Dow Afarelk 15, 2021 E -5 E 4 Cl) > 0 C:L (D Ca- CU 0 a- CU 0 -CU Cn 0 2 5- q (D ?�: = CU = C) .0 U- .4- CU E 0 > 2 Cn :E 111— cuu) -0 101- C CU -I-a U) C= LO 4 Z Z W mi Cn E CU 0 =3 �0 0 CU 0 1- CL CL Kiwi CU LU < Z a_ SHEET NO. PA 1.4, November 1, 2023 MIAM� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION D ki EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F ('786) 315-2599 NOTICE OF ACCEPTANCE (NOA) M=.m ism idadt.lov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the 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 right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cag-Crete 4", 6" & 12's Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small hfissile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. 'Mis NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. NOA No. 204WO.15 JAPPROVEDI- Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details " sheet I of 1, prepared by Craig Parrino, P.E., dated March 24,2003andDrawing No. LT4612, titled "Cast-Crete4", 611& 12" Lintel Safe Load Tables". sheets I through 3qf3,prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report onflexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel spec imens, per A STM E-52 9- 94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 20 7 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Linlels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1. 2002. z Cast -Crete Quality System Manualfor Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Allami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ,/J. ze__ - Aeilimy'A. Makar, P.E., M.S ontrol Section Superviso; NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 0&70/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition- 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. ol Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 09/20/2020 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 U0 A. DRAWINGS owl 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details 'I, sheet I of.-w- ],dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 61, & 12 Lintel Safe Load Tables sheets I through 3 of3, last revision dated 06112114, ar 6C, prepared signed and sealed by Craig Parrino, P. E., on 08119114. C,',4 B. TESTS I . None. C. CALCULATIONS 3; -51. X- P. - 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C; W 0=: prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. QUALITY ASSURANCE cc 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated08108117, signed& sealed by Craig Parrino, P.E. " J� Ayc_� I g5>1HIefiny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/IV2023 Approval Date: 08/20/2020 E-3 Cn -0 > 0 (D Ca- 0 2 Cd -0 CIO V5 0 2 25- 0 3r. CU 0 CIO LL 'I 0 — CU > .00 CO E L_ 2 ca. _E CwU Cl) < z z W =I Cast -Crete USA, LLC Cast -Crete USA,, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBM[ITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. =:3 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- z 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 C0 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. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of > L_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE CIO ca 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. CC LU 041eliny A. Makar, PI M.S. Cl- Heliny A. Makar, P.E., M.S. < (D 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: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 CL November 1, 2023 SHEET NO. PA 1.5 I I I 11 I I11!Ih?IA I L ZI ILI ECO Ilvc- TILLIT TEt3TING 6 ENGINEERING C OM PINY -- WA I I RR A. TTLLIT; JR.: P.E. -- tlitec.xaa:i.,: ern •,, P''. I_u':rue PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.D1 DATE: Jury 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: r AlQbal-Protoottgn Products LLC. 4600 S.W. 51 Street Davie, Florida33314 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional 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 Code, 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. EVIDENCE SUBMTTED: 2A. PRODUCT EVALUATION DOCUMENT (P.1 ); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part lol'up"s Evaluation Report. NN,`L�rCT A, TI�Ear,,�� s�Py„•....... (/1. �44 - - ?.. ,,,tCEN,T, , , V --T - No. 44167 -- :: F(Op,IOP.-\"IC, 6355 N.W. 36th Street, Suite 305, Miarni, Florida 33166 - Phone: (305) 871-1530 ��p6r,s/PAL�1 F INIUHHNL, PRODUCT EVA(I2 2..2. TEST REPORTS: 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 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports It 96-569 dated 08/09/1996, #96-570 dated 09/1811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate. P.E. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On 20 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 it accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18.19. 20 25 and 26 of 25, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 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 separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20-176. *``��i�.i ..�l/T ai�=Q \%r- e . _jT�. ALA167 r 7 * '<Ea =� STATE OF r /rS %11%,S8/0NAL NN ``�1r AI'l""II111MLW111" - - - __ _ - GENERA! NOTES: 93) IN CASE TIAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE 111MD JIM WDAI>E aLMI® sTEa SOIIM 1 1119 OUSTING WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE MAN STRUCTURE BEHIND SUCH PANELS. • STORM PANEL SHOWN ON THIS PRODUCT EVALUATIN DOCUMENT /PED) HAS BEEN VERIFIED FOR CpNPLWICE IN ANCHORAGE SHALL BE AS MENTIONED IN OT) AND IN 82) ACCORDANCE WITH THE 7020 (71. EDITION) OF THE FLDROA BUILDING CODE (C) TO EXSRNG 1l44P. dIPE N. SCIFIC L +A La! Z&qx-. O i DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC-,. 16700E THE ABOVE MENTONEO COOS. - 1/4-0 TAPCON ANCHORS. AS MANUFACTURED SIT I I OU"U, INC PAIEEMATE FEMALE PAIELMATF PLUS ANCHORS. AS FOR A WIND SPEED AS ROUITITCD BY THE JURISDICTION WHERE TNEU SHUTTERS WILL 8E INSTALLED AND - /14-10 10 AND MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL NOT EXCEED ME MAXIMUM (A.S.D) - 1/4.0 LAC SCREWS PER NO.S. 00401Y PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 15. t9 A 7a - 7/16's . 5/8* WOOD BUSHING. AS DISTRIBUTED BY ALL PORT SCREW, BOLT A SPECIALTY Co, IN ORDER 10 VERIFY THE ABOVE CONptTON. 1AINIAFE DESIGN WIND LOADS DETERMINED PER ASCE 7-I6 C 1) MINIMUM THREADED PENETRATION INTO *000 OF TAPCON ANCHORS 5/4ALL BE 1 1/2- AND 2- FOR ELCO PANFUATE PLUS SHALL BE FIRST REDUCED SO AS.D DESIGN ONO LOADS B/ MULTIPLYING THEM IFY O 6 IN ORDER TO ART) PAWELMALE FEAALE ID. COMPARE THESE W/ MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU U. 14, 15, 16. 19 A 20 CZ) O LAC SCREW. INTO ME WOWFRAME UNIT Shall RE t 1/Y. R4RFMEa IN ORDER TO VERIFY THAT ANCHORS ON THIS PED AS TESTED WERE NOT OVER STRESSED, A 33R INCREASE IN ALLOWABLE HAETION ON INTO STUCCO OF PENETRATION IO STRESS TOP WIND LOADS WAS MU USED IN THEW ANALYSIS TASIENERS SPAC94C t0 WOOD HAS BEEN OETERIMNED IN PEAETWJ,iK,N INTO STUCCO SHL. BE CONSIDERED AS PART OF THE REQUIRED TRIREADED IIENEIRW.TION. ACCORDANCE WITH N.D.S. 201,e. C-3) MINIMUM EDGE DISTANCE IN LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S AGEOLACY FOR IMPACT AND WIND RESISTANCE NUS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE A5 PER HURRICANE ENGINEMND A TESTING INC REPORTS 95-569, 96-570 ! 95-T30 AND C.4) MIA,MIIM PENETRATION OF WIx)D BUSHING SNMl 5/8' I/4' 0-20 SCRAMS USED SHALL �- t 1/2• LONG MINIMUM FENESTRATION TESnNG NAB ktG,. REPORT$ /20}2 A /2126 . AS PPOTOL'Ol5 TAS-201, TAS-207 ANO TAS-203. SH )Uto STUCCO EXIST AND 1' MINIMUM FOR WALLS WIRE NO STUCCO AS WELL STANDARDS NDARDS NEST IJIB a SOUTH GLDRIDA REPORT 102t9.01.-09, AS PER TAS 201, 7A5 201 AND CS) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE ETOS7 « TAS 703 STANDAtRDS. Wry. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MOWN STRUCTURE BEHIND SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANCHORAGE SHALL BE AS MENTIONED IN C, 1) C.2) A C 4) 3 ALL ALUMINUM SHEET METAL USED At CLOSURES SHAH. HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL RE INSTALLED Fa.tDWING ALL Or IRA RECOM6RNGNTIONS AND SPECFICATIo"s OF THE ANCHOR'S MANUFAL'TURER 4 ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTW A-653 GRADE 50 MINIMUM. G-W 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL CESIDNATIO N */TV- M 5 )m (AMR ROLLED). THROUGH 6) EXCEPT THM HCEDERS (I) A, a) SHALL Not RE USED 5 ALL _CREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 R SHALL RE THE RESPONSIBILITY OF THE CONIPVCTOR 10 ARIF7 THE SOUNDNESS OF THE STRUCTURE WHERE SHUmER S TO BE I DIN'Ee18 W/ SO KIN MELD STRENGTH AND 90 III TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SH'_TER SHAH ONIV BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 2111.3.3.4 BIL04VG5. I B DOLTS TO BE ASIM A-307 GAUVAWIFD STEEL. OR AIS1 504 SERIES SIAINEFSUI LSS STEEL WITH 36 kai MINIMUM YIE STRENGTH. 10. EACH REGULAR STORM PANEL M'H LENGTHS OVER 6 -B THROUGH 12'-4'. AS PER SECTIONS 6, 8. 9 A 10 ARC ALTERNATIVES BW, A IOW ON SHEETS 5, 6 A 12 RESPECTNEI!. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR ANCHORS TO WALL SHALL FOLLOWSTENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) TO FXISTIG POUW OONCRETE I I THE INSTALLATION CONFRACTOR IS TO SEAE/CMN.N ALL SINTIER COMPONENT EDGES WHICH REARM, IN CONTINUOUS CONTACT MOH 1/4'e TAPCON ANCHORS AS MANUFACTURED ITT I TIN WALDEN, INC (MI, VC-319Z P-:,.) THE BUILDING TO PREVENT MND/RAM WTRUSI N. i - , /4' 07/8' CAUK_IN ANCHORS, AS MANUFACTURED By DEWALT INC (MIN. I'c-3000 P.F.I.) - 1/4'0 A 3/4' SOUD-SEF ANC4M AS 06-MWJT D By ALL FOWL SCREW, BOLT A SPECIALTY CO 12 STOW PANEL UNSTMLAFION SF441 COMPLY N.M SPECS INDICATED W THIS DRAWING PLUS ANY BVILD04 AND ZONING REGULATIONS (IRn. C-3000 P..,) PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO - /14-10 PMIELM41E FEMME IO A PANELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO Cowftucr10N PRODUCTS 13. (P) THIS PRODUCT EVALWTION DOCUMENT (P E.D.) PREPARED Sr THIS ENGINEER IS GENERIC AND DOES NOT FROMM INFORMATION (WIN. I c-33W P.;) FEW A SITE SPECIFY PROJECT; I •, WHERE TIC SITE CONDITIONS DEVATE FROM THE PC - 1/4'e CF TAP -GRIP ANCHORS, AS MANUFACIURED By "RU-FAST CORPORATION VC -MOD PIA.) CONMKIOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION[ 94CLLOING LIFE SAFETY OF THIS PRODUCT 1 A1) MINIMUM EMBEDMENT OF TAFCOI ANCHORS 1N70 POURED CONCRETE SHALL BE t 3/4': Z' FOR PAMNEEAATE FEMALE BASED BASED ON THIS PED. PROVIDED HE/SHE ODES NOT COMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT ID AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP-GINP ANCHORS. CONSTROCTpN SAFEIY AT SITE IS THE CONTRACTOR'S RE-cPONSMny A2) CALK -IN A SOLID -SET ANCHORS SHALL RE EMBEDDED 7/8- *TO THE POURED CONCRETE NO EMBEDMENT INTO (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOD1nO STUCCO SHALL BE PERMITTED. 1/A- I-20 SCREWS USED SHALL RE 1 1/2• LONG W41MUM SHOULD STUCCO EXIST, ND 1' MINIMUM FOR wALLS WITH NO STUCCO. AND my RF NFAOEO SCREWS OR ALL THREADED SCREWS w/o HEAD. (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECIISERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH RANG NUTS. ENGINEER Or RECORD (E.OA) FOR THE PROJECT AND IRO VALE BE RESPONSIBLE FOR THE PROPER USE OF THE PLED ENGINEER Or RECORD. ACTING AS A DFLEGATED ENGINEER TO THE A.31 N CASE THAT PRECAST STONE_ PRFCART CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON TNT PE.O. ENGINEER, SHALL SUBWO TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR RFVEW. EXISTING WALL OR FLO(Rt, ANrA10AS BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND IN A.2). (.) TINS P ED. SHALL BEAR THEDATE AND ORIGINAL SEAL AND SNRaArtIRE OF ME PROFESSIONAL ENGINEER OF EECONO THAI PREPARED IT i IS) TO 'VSONT. Rc QQ WA:L FAfN4 C_90. - 1/4' • TAPNN ANCHORS AS MANLFACTURED BY I T W BOULDER, HNC Hs UARE1 SHALL RELOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL S TTERMAININ ACCORDANCE LABEL 1 4' F 7 8' CALK -IN ANCHORS. AS MANUFACTURED By DEWILY INC (RAM. 1'r-I$00 PANEL SHUTTER N OR EVERY WITH SECTION 17DO C oP FLORIDA SECTIOFIUILDFN CODE IMF ALE / r / P.s •) SHALI. BE PLACED FOR EVERY OPENING VBEI.PO t0 COUP,, Wn H $ECTON 1 TD9 9 7 U T]/E 1 /F•• a 3/4' 501.10-$Ef •WCRHdC', ,t5 DISTRIBUTED BY ALL PDwr SCRAM, BOtt A 5PE{;AUY CO, r.OP.I]F, BUIIOMG CODE (MIN -,.-Iwo P-0 THIS M NG SIALL ONLY BE USED TO - I14-]0 PANCJ3AE FEMALE 1n AND vAHELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION 1 IIIIIFIFM/4ij OBTAIN PERMITS IN THE STATE OF FL(71tIDA PRODUCIs (RAM. rL=Zo71 P s.I) A11\. A. 7/( - I14' • CF TAP -GIP ANCHORS. AS MANUFACTURED FIT TRU-FAST CORPORATION AN,�E , ...> `/, :% FLORIDA BUILDING CODE (High Velocity Hurricane Zone P�'• C B t) MINIMUM EMBELwEh^ DI TAPCON ANCHORS. ELCO PANEUMTES AND CIF TAP -CRP ANCHOR, INTO THE v ' 13LOCV JR" SHALL, BE 1 1/4' 2 :' '_- - .x iI tt__. -r 20 GAGE GALVANIZED STEEL STORM PANEL O, I, ". ND. 4 8.2) CA A-N a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6- INTO THE CONCRETE TILDES UNIT No EI+B�MEFL{•7 167 - INTO STUCCO SHALL BE PEITWnTU '/4- ,-20 SCREWS USED SHALL BE 1 1/2- LINO MINIMUM SHOua p-P•CCO -'HOP �-. EXIST. AND +" MNWILN FOR MALLS WITH a snxro. w' .-. _ GLOBAL PROTECTION PRODUCTS, U.C.LCDIET. IL ECOm. .9, sTA or - «�,.,, - �.el f( A -w :P" P�.N.Fv P,RXR I+w -. n 20-176 ''', F D 0 IRA®. ,su. Alt E1,6.)eel-em .. -- t11IW ..I-IFN PI" m , ,, ss •••.. olAwa N3: /DNA om0°iIT'- '. Ero A YA/MwMRRW/OnE SALTER ; PE - - NI EN U. MI6! W4aT ' O » PRODUCT F.V At.UATION REPORT NO. 2U•0728.01 3 06QAT-ERIAL CHARACTERISTICS AND SPECIFICATIONS: 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 No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS E USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Titlit, Jr., P,E. 7.2. Product may 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 structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of TilteGo, Inc. (Florida CA-0006719). LA,E,IIH1111N4N,ye sy�Q1'' JGENSF'' Z9. .4 _ -_ --__ __ ao. 44167 - .: --'' NIT : * = b',o STATEOF frct Dc'•. 1OR10 •..-'�'�.`' F........I-" v sS/ONAL �N: 'FUNNIIIHII%10 VVATLLL D:1 TILTECO ADMON RECORDS 1 P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANLLV DRWG * MI IS l REPORT W 20-0728.01 110 ECO INc_ TILLIT TESTING 6 ENGINEERING COMPANY WAITER A. TIL.LIT, JR, P.E. tilteoO@WLCOm PRODUCT EVALU TE� ION _ PORT e•P.r LiVaINN. 441.67 FI,I.A. LWPx N0. a706719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: (il4_t7aJ ProUctioD_Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1.PURPOSE _OFLVRI UATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 111G20-3, Method 1D of the Florida Department of Business and Professional 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 Code, 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. EVIDENCE 8UBMITTED: 2A. PRODUCT EVALUATION DOCUMENT {)p E.D,) Drawing No. 20-175, titled °24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an integpT,ltp Io6W)J11s Evaluation Report. .``'•(En -.• • r/1(/j,%ate ��* . _•�,\CENSF' i- la -�'�Q. •1-I167 �_ / _% STATE OF . 4 %mac' •.fIORtOP .• ,k :t I 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 8711154'�hpI36j�89"t-1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2=1-) - _.. _ -. 15196• (TOTAL *VIM).- - _ - 15. 196• (TOTAL WIDTH) - - - _ _ -. -.- --- 12 500' (EISECTK WIDTH) - - _--i 1/4.- -- - __6.230•__._. -- _ / _.1 515p• - _f,�O-_ - 1.15a. - I Soo* " ' e - 1 350' - � 0.036' MIN. ENG{ - 1.350' - _ c aawm7ED STE1_L 1 ; 7�. - Fsru -ra3 /. 11 I -4 2:e31 GLVANOEO STEEL f/�- y J 2.lSY I H:-e0W GMV ED , /. 2 IYP •� CE AMINI f 1.000 2 TYP. \, �� HEMMED GRADE ]O WlIWAIY GRAIL L) - ` HEMMED OETML �, ' 0� EDGE G-IO GLV .'T- EDGE N - _ . _`_ ""` All. A - 48.r LMTAL A - . _ . /6.Q LL_ ______.._ _________] _. _- 3]D• F 1. ___I -1.350' (D STORM PANEL 1A END STORM PANEL 2.ter - I �, 3W 1.25p - .� 2.107' PAAY15 ENO LIP ) 1,Z50' - .100' � ,7s. - ."a• - A*.-2A0. 130N S005 125 W/ HEMMED EDGE. 1 .100' I.175' - ./50'- yh, It a, 1 - SS STUD RIVETED S.S. STUD RAETEO e-I/M. , , .730' I ,0 ANGLE o ro ARGUE • , ti "IL 10.08' '0�' I, ,7 ,/,' OG. 12 I DOD - 3.375' .093' - .093- .OB3' .09;J--, 125.2GOO'I,WSEAALI 9I 9I SEEM _..1.500• �OYSO- -j 2125' I 't25'r 1 1254 � I __.�N. R Q 379 1 , t 25' i3b' 1 L._ -- r IAY1 R - 5 MO- _. - ,.500' - �1.500'-- ISOMETRIC VIEW DETAIL A 3G -` L--2.o00• _-70� ROUNDED CORNER a ENDS or PANEL'S 200D• END UP w( HEMMED EDGE r NEO "h' HEADER O3 'U" HEADER 0 � © ANGLE WITH STUD 44 ANGLE WITH (N.T S) REVERSE STUD (. ._ —71 VAN SEE" op. 1/14 a 2/14 r6'F HOLE roll LOCATION AT EVERY PANEL ONERIAP 7.000' s• NDNG I 250• - TOIO' - Q8 2'X7"Xt/4" SLUMLN-U)i F.344• 1.380 f.407'1. I ,. � ,,3. I N .957 1 - ASK 055' 0 KEY HOLE WASHER - 063' 0.036* GALVANIZED STEEL - _ —_ I - , 37S s I - - ' .3'0 e75'e t ` _J 063-- _,, 2AM4AC NICKEL 12, -�_- Iii,,75- PLATED RANG NUT 3iru`� lk-t ATFAIMTNELY. USE MNc NO W/cut WDNDUnRC WASHER W/ ADOITIONN. • 7/rF.3/32- WLSHNOr (STAINLESS OR IFh{El PLAYED SREL) 374' 9k TOP 0011 AW T7F PPANEL1^ Be- �} .375• .3e. I 1-L.-I.- r t063• L3a7 8-1 I I�.OBO' .e2SY - - 2.DOD'- _ 'F' TRACK ANGLE C;6+ ,NH1111IIIWN„ N' ` �' CEN ✓ , 4e.O - SF 9 %- r - TTOM =* * - E a OF FIAAND, STATE OF •ik © KEY HOLE .�: o' . tp *: ' AT PANEL 1';'I !0 . - _----... .374' .on' 41Y - 310• -� .. 11 1.671 r 4y , 1015' I_ _ Ae4- - -)r,s ) 3/8' "F" TRACK 750• _ 125' T/iF-m, 30. SERIES , - - ' s s. srLo IutTEn ToAVCIF • 12 1/2'OC I300' 0--i 750• ® FLAT PLATED Miff STUD zlm RII`tO" - 20 GAGE GALVANIZED STEEL STORM PANEL owa IL ECOIINC. . e. A EImINECW1a a r ,wWr MWIn I OHM 7b G-m It {OUR RA, -IRA, O LRR_A. TX]R Jr,_ P.E GLOBAL PROTECTION PRODUCTS, I.I.C. Lem F.«. 5H Z 1. IRA_ n ss]1. o.IDr.E Is].)aF-7w. FA 1,5+14eA-arn wlsimm an 20-176 a1lAlWR N. - w1.-y_. �- _..—1__.-�- — , k . PRODUCIEV A L L A171_IN R FMRT NO, 20-0727Af 2 2.2,_TEST REPORT$; Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per AST'M E-330. Test reports prepared by American Testing Lab of South Florida, Repbrt # 0814-01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., El Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofbno, P.E. as per ASTM E-8. 2.8._g CTV_RAJ_ EIN G CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr„ P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florda Building Code. as per SSTD 12-99 Standard and TAS 201. 4_WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �N``e�X A, rlt4 T�. � _� 'EN,pi ..Z. � `x""`�fio 4 67 ' 17/Z ., /-PJ * '*_ / % 1L-$'•, STATE OF ; w� r- 105�,` flOR10"' : "IaF_ •:41111111410 / I I3 el it I I S_ INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on Cn`1 _ sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document I`� (P.E.D.), drawing No. 20.175. C=� "'I 6. MATERIAL CH A ARACTER r 1STIC5 A D SPECIE - ---� - IONS: - ICAT----- Shall be strictly in accordance with General Notes and Components indicated on 1 > sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. O 20.175. Z a O Anchor specifications shall be as indicated on sheet 1 of 18, of Product -o ig Evaluation Document (P.E.D.), drawing No. 20-175. c WJ L G� 7F11M1TATJONS AND CONDITIONS OF USE: `° m 'a La- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, cated `!' R N on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 5 w d N a prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. o aI o- y c d 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ON y c as defined on section 1620.2 of the Florida Building Code. d 3 s 7.3. Product shall only be installed into poured concrete, concrete block, an = -P c wood frame structures. W 40 � M , 0 Product Evaluation Report prepared by Walter A. Tflllt, Jr., P.E. (Florida LiZ.. M 0 No. 44167), President of Tilteco. Inc. (Florida CA-0006719). o- 1• V 7. 11,., I,i"/••S ` arm =rrr k\CENSF.Al . - e �-_ ,_4R1�7 - '2 ` WATILL - . -' `" D:1 TILTECO ADMON RECORDS ( P E. REPORT.20 L GLGRJAL PRO� f�.lPl N Pj$��0pf1�17C('}[�S, L�py1 GALVANIZED STEEL STORM PANEL LDRWGM20-1751 REPORT#20.0721J ,ALA'•. ''(0R1pA .• al, ��''�rs,`,S/ONAI E� , F___. _- _- 1/4, 2/4, 3/4. 4/4. 5/5. 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 k 71I - 7' MAX ANCHORS. FOR CONCRETE SEE SCHON SHEETS 8 A 9_ _-..- r w - RSCOULE 1' MIRE - FOR WOOL SEE SECTIONS ON SHEETS 10 A 11 I 1' all ��+® e o o a D.M.. 2 . 3 4 r' r T—' -r -Y -T-r -r r -r- r r -t- r r-r- -----1 T I I 4 3 , 0 r_V � _1 i i , - i I �,Ifl - f �� I / I S�vj X /r _' �_ --� I 1_ _ W *.,' BOLTED PANE15 W/ i/N-2DNt-_ _ _ I P UNWLTED OLE AS11 r�} S. Y.S. COLT */ 7/6' F 3/32• rI SECTIONS AS APPLICABLE) 0 --_J_1_._1 lJ - A (aEE-i_L1_�_ U - - F - - __ - I I D.M..l!9;�, , 4 .+ + - 7_ L'7 ®� r , I 1; *I o: I ;o,, o .o. II - - I - - F i o: 1 1 , I', 1/4, 2/<, 3/4, </4, 5/5, 7/5, I'M',' - 1W/10, 2Vi 3W/10. 4W/10, 6/5 SW/ 10. 6w/I1 IT 7W/11 ANCHORS_ FOUR INDONOC SEE. SECTIONS ON SHCORETE SEE SCHEDULE EETS t1ETS B11 9 _ _ R€GULAiI_ STORM .PANELS dEg_ ELEVATION NTs 267' 1/4• ART, CAP (all DAF6M -1 RFdE VALLEY,,, .. Ae N4 1/4 . ` IAFINNER UFFff FA-_ry, y-.._ MAX. GAP I �1`` ,IV p-ii, ., '1 "44 �i ry11,P-.� EN FLORIDA BUILDING CODE (H) h VetocH Hurricane Zone T. N 44167 P"m moo' INC 20 GAGE GALVANIZED STEEL STORM PANEL TrW� n w.. SECTION A -A= * * * ;1.` �--�- �/>•/>� N T S. -oO % ATE n). � j' I I L E- 1 C O r.. , � GLOBAL PROTECTION PRODUCTS, U.C. DAM i 90' DRIB TRAO iWrE31:s nauKGW.e COMFANY OW. 2 SJ]t4 .t''••. ]Nn ,.I-r.I .FI•IN. n M.r ANOIE (tASN)sw-m.s. r O,.)M-rn7 20-176 4GS.. ... • w.- UM1 -I-,- Ow, - .1 w �F,� tIWV8 N RyA II-0R0671« 1wRwi Ne- - -_ 11NN^" C R« A R:l, Ht07E Y "_,4 4 91ETi ] M E! r O N fn c10 O `-4 U N � 0-c O O c 0- co -oa- 1� U i— = (3) 70 L) _ _^^,, c •O O Q —2 _-0 L O W ?� O O c LL. —O > C Q � 1E (1) M � Q _0 .� C/) Q a Z Z LU J --------.,---,------ ____.__ -_ -_ ____,_________ I ___ - __ - I - 11 .- - INSTALLATION DETAILS FOR REGULAR PANELSCf dE i1a I CUAILS FOR INSTALLATION IN POl1RR�-CONCR7 INSTALLATION Di:TAILS FOR REGULAR PANELS;;; dE (- INSTA�rLATION DETAILS FOR REGULAR PANELS I do A INTO EXISTING POURED CONCRRR TE OR CtJ_- CRETE BLOCK STRUCTURES E1_E-BLACK OR WOOD III,(-.N OR P,AIDMA,E FEMI4E ,G. vN•4-m.],.• ILA VAI�..IZFOR ARC LIfE_.SIFT.TY_AI_EIJJ�_STQRM.._P_-_SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE -SLp�STRUCTURES IXINOMIE ANCHORS PALE MALE «LLs oW q w-DIP (SEE % i0 j/tpe, - (SEE 9O[oUIE ON 'SLR st'NFOUIi DIE MEET • A 9) SHEETS t 1FIRGI)CN 91 ,' _ i ( ANCHORS FOR CONCRETE SEE SCtEDULE ON SHEET 9 COMIC«ER N+CIHaRS �SNQ35 0 TNIOUwf e) I_. f - t ._ _Nn. _ RAC[ �� I� I , 2• � .�:. ( 1 _ P-0URED CDNCRET[ POURED CONCRETE POURED CONCRETE 3- �` FOp 6WODD SEF $FCTONS ON SHFFM t2 3' M. T'. - OR CONCRETE BLOCK OR CONCRETE BLACK OR CONCRETE BLOCK }A CONCRETE ANCHOR SHEETS a TIROIIGM e)—E3L-_. CONCIETE ANpgRS EXSTING POURED \ `_ I ,P ¢ -I-.'I Pl1. REOiPREOCONCRETE ANCHORS RfOUIRED REQUIRED 1• Wn. (MIN O.EMAR e1 NWf MILLLY) 1' Mm (SEE -HER" oK (SR S,:HEOULE IRA � 4 \ - / 4 1 ®1pf W 1 - CONCRETE NK•HO«5 GOHOEtC wKHO«5 - - - _ E ., M WZ W2 _ ( GONCRETf REDUIREb, - \,/ .q]{ • 1 N p�.� rev- KNIe (SEE WICOAIL[ ON - f� SCHEWLC eN (SfE SbHEWLE ON D.Y. ;�NID HA/12 ... HRTS a tHRp10eI I) ' EXISTING POIFED _ 1I 4• sw ETs « n,«p.9, Y` _ _ _ ! -Y u •• I ]r n i I �1 • � - ,i/«1.Y/u`sswe"13 n:51rHG PDUREV -{. '•• � 4' i __ 1 /l� rzy,�,�' I 94Ff 9) S.M «) SHEr 9) � 0; INC .. I T ,_ /2' /1 11 COCRM I E.D 1 ! Cy -- r M'.. 4- 1 ��. / •-- H' 3 s R E /2• REOAROD I c.nH 1 3 ,ePMIc4- - - - 40 I : i I1 rN,..II -rib.. S.Iir9c I ED : 1 � �,- h '..',m'„ -® T N I 1 C'3_, 1 _ E_! 1 i I. _I 1,_ i j �C /(D ��\j WH6C WrzRN/«fe E0 I LD 4 ^ E D 1 I1 ( '!«,`rts Y � � I , i �/.L��EXISTING POURED I I N 1 ( h�,.I� r3e«.ter r a W;sEA,«ED ^ j G CONCRETE REI2URLE0 -] ,��HI - ® , 1 T/6•W, Rfl 1 COMCIIEEE OED 1 1 /� IT "Ha�I'W3MI��iIWt I R •/R ,t1 - -«i I{-1�P� i i E D I NA%I OF • 'R ; I '�' I T IAlr • :. C I Y+C jM 1 1 -O CONCRETE BLOCK 1 1 (1 i € _ _ _ . "--I t ` I �' .(� ' .�T I _ . I _ 1 i A r scamLaE 1 A 1 Caw« 51VD • A I etwlr s1Mo • 6 1 1 A REpu1RED. 1 1 `! 1 - { v �?( (�{� 1 J w l.¢M e , ,- 1r 1/2' oc `, i ,2 1/2• ac E 1 I 1 I� - - --' -'^ - - - J .Q `\ �. ". - ,� t S 'pan -/ `v CH rN[[r I TP I2MS 1 w sawAAt 1IRI 9iwr 4 , �!_� 4' 1 _ _ t _ ,. scALE 3/T6.t• ./.IPuu• I , ( I I «VNc Hur •EVER:' _ Io +ALE 6 )roll Wr. IpNM,19N _ 1 1 CASE A (PLAN)" : i T �`' ;.';_`I:-;."'.N Iwn i i I 1 1 1 t 1 1 NO SPImAE I 1 1I 1 7 I, 3/]r m mIT%' 1J IAA ) PAs 1 van ; ° q eLIY. 1 •.•. 3TI,1,A1IE,f� I 1 i ' 4Y•mFN• MS 1 1 CASE B (PLAN) p fAEMA _ I ,,O �Rs IbAR aT6 I. 'gHuxi'EEa ro � li HWvnAP � ; ' • `� I „B ' ral Nr. sAllales 1 ro IA,a I 1 1 t 1$ 1 4bf / rtMl • 1 • IJ c.PVN J 1 ..) I 1 ).{ I R� 1 ! - IYI wA� _ i ,,:r 1 1 1`R I `. Lj ---J 1 Df I 1 E N 1 1M l Lao-T«c 1 -] ,/:• ' SfJ1lE 3/16. 1' I WQr O r eNM y I I fQF R I i• ; ' O 1 1 1 I I v Wes"" t I _ M,w �Tr_J1 j I I E OF 1 P,� 1 '17i ,W 1 �� I I I„ I � W [/�) 1 i I 9 i .. i I 1 1 w I— -- - __--.�_-_ RI CI•IIi 4WY. I v. 9,,�L*t, i �F r,=..I'll. , W. WwOr— a 11 4 T Y IT 4Y-ImAT• _. _. -- J9 IH • m.H• YF- �� .� •� OF % JA .l..f. ff F I I rn. 1. r A 1 K` 1 i I �. 1 I 1 se T .,, R,.. sEAA.AI,PH $ ,i)• A .E;.� H / •.-�o.r/- (E I / I I /+• - Ii NAA .- J r `_ ro taAn I " �� Nam,, d. I.os « , ; s eoLTs W 9s Hw9 W ss. can ./ W o T 1 ( 1 I 1 t i 1 1 I �� I t a_,,.P 1 I -. 17/Ay TE - - (TALE J0 _ I a I 1 iCL I 1 I V M. 1 1 , I A WAN,. I r1 I.�LA..R -.anr- W1O0 1 ' 1 I ItWWO NRI • FAOI I'-... L LI I A rJAw - )11 I I , • l \ p ��1H ya5ya I, 1 1•Nr f : E , �• 3 _� -, nwN 9lm • i 1Fpl li. ; i ■ I ]n ( 1, b e,s,•' N I{ __ _ '/ = 1 /ey_�. !WI I- - }"- -,- - : --- V yi I I i (D CB 1 I ( u , OP' ` (rlw0 ,U) ` I I n 1 I lino 9l0 • 1 r ;` N;.I• - I LA• AMT e 1 I iW'"DIw' e11A I a , cr l _.. FASTING «AIRED E.0 t I 1 4 1 •2 1 OL C' Ic*r .I31 nI, RIm _ 1 1 � 111111 ,_ - � , • CONCRETE OR BLACK I I MI • 1 6.I. 1 R EMSBN6 PO(ACO E_U 1 I CONCRETE OR f D 1 ,2 ,/r Oc � N I . • ,1 I/,• a. 1 � N '1 .'a® � I I 1 __--- - .v71- _. : - , _.-•_'- 1 - U M X'UR • 1 1 CONCRETE OR _.__...__._ CONE%TE OR 1 r 1 1 I , - ' T•..•1 CONCRETE 9LOCK ' N Is./ CHP rPAm P i »PL. n 1 1 y e, E. a M(A1 ORIT2 3• Y«x. R(.OUAEO a ,2 1/2' oc :' I _3 I CONc`NTr BLOCK I 1 , 1 _.f i OF 'L' ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEC' 9 , REOAREO. REQUIRED E 0 1 1 1 -6U.a- 50R aA1S -'-1 OF E' � � 7• YPc D.Y.. WO WR/U yR,. F 1 -_. . .. , t,~ t/2' I , CM 1/7' EAISiI,G P01ACD 1 - 1 CASE C (PLAN) rP.AP MAX 05" ,'Min. coNCREn IXR , . _. f i aF®WwOp SEE SECTIONS ON SHEET 12 1' NIn: ti�J SCALE 3/16-,' 7/Y44]/]2' 939 I I c�t6fiC RF RED u PF '-'' " R WISE IIO:K , EXISTING POURED ED `� T __.... -. C SCALE 3/16-I' ) CASE D (PLANT R L,}) I 4 I '�L \,y _3 MAF _ REOARED _E 0 tA. cb�IHJH) •, ,[ /]2' wit 1 .Y�-«� -a,r - 1 CONCRRECONIC E BIOGK _ CDNr.RETE ANCNc Is ,:CHESS ANCHORS •I't `- .'P'AA• : 4'' J T _«.,c E MR E D. t7 - O SAGXRED «% SnA ®DIM.. M O tw (SEE W"FavU ON (SEE SOHEDAE ON 4-.,' s V ] • F' Oc (SEE SCHEME 0. - - 1- 0014 --.... RCOUIRED , , - 1/2• n « ],' , • 2/w//AY:]s/ amp c elm REGULAR STORM PANELS �1 ? it ELEVATION 1. SCHCOtAL DII srcrTs a THaDULH 9) SHM13 I TNRO.O..) WM a T ROUGH 9) C LK-. O1 RA OLIAK . __ . - • )/4•- eIA MR • 3' OC rn m �a�w : a,I"W - oe,an-"P, , L -! ,/r t 2 i � I s..ALE 3/32'-TSH1T?5 a ,RF101+GH 9) 'EMA, w .NO AHII-Ir ,^CONI;AE`�I-1 M„- ,A,W, r -' + ' PLUS D O "AP-OR1P (XE XME AL GH I (�`/ N T I I I LE ; 1 I 1 --[ - ` 1/.• MAX. GAP P,.s: M -.,PWL - Es ON SHEEs a!)9> WAll MDUNTING D. N.i SHEETS a IHaolw I) - „ - 11/4' I M v►-2ox3/4• ss. 6oET I. _ I O,w ENDEAR, , W3lE VALM Yh�I�E�LIOQI 1 BSi1LDSS?!lllHSi ALTERNATE BUILD OUT MOUNTING ( �lli1L0� I t. MP, 1 - I TIQN SECTION 4 SECTIONS 5 k 6 13. - "' w/ 7/e.3/3z' wnc NUT - - SCLF 3/8.1, SCALE 3/8-1• SCALE 7/6-I SCALE 3/8-I- SCALE 3/8-,• SG4F 3/9-r -�n'R. '''NMI t1,F)1IM Enw'-- 3C . 1 ,1'-0 B 12 t/2- DC. CONCRETE ANCHORS - - .. WIDTH)CONCRETE AKV.DAS (SEE SCHEAM1L ON 1/i MAIL W EDGE OF EX,ST,N4 -'-iA M.+-�.P os ..wa�N W/ SIM AKIwB S'" ON SNIDE, SHEEN 9) E.D. - EDOE DISUNCE GPENYHG a NEW t• WIDE , E OR F ,/e• E.O. -EDGE DISTANCE T or SH 9) (SEE scMaDHAE a+ SHFF1 p (r1 1 TIetA ALUM TURF DR ,• . (SEE $CHA A, oN CASE f (PLAN) sNCF1 +) I cp,0clT DR SECTION A -A (Tve.) V / J �aV > , 1 it (SEE SCHEDULE ON CFJSIINC STUCCO/ P T WD00 PLATE SPACER ,t - jNMS 6 et B) SCA:C 7J,6-,' YJURES COHCNFl4 OR POUR CONCRETE [COAL EIT apCR In REQUIRED IAI�F SCALE 3/32'a l' /PA 1m M.W�4 M1oH �� I SHEETS e A 9) WOOD BANG 1 CO-RRE 11 A 1 REWIRED i t w�,: 16 � e W' TUBE ODE R ,� vuRE/SS I 1 NOTi Foa co DIRECT oAND WALL MOUNTING DIRECT AND WALL MOUNTING m r. , tt ,A, a Non Ea coMalN poN lu $E*'TIDNs. N PT WOOD PLATE SPACER-O�t(atNAnON OF jEI�]fQfZ$ IFVwN mn • i . I BENNo rRACx I roP A BOTTOM MOUNTINGS CAN BE iNSTALLATION INSTALLATION ,-7 I I,I ,/2- oc TOP A BOTTOM MOUNTINGS CAN BE e ' •. • i)( COR(:RETE AHF1aR5 1 COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) SECTION 8 SECTION 9 SECTION 1 cr- I ,A"r.01MIIN",,Nr COMBINED IN ANY WAY TO SUIT ANY ,H (SR SCHED-1 ON -I J-, : INSTALLATION. SCALE 3/15-1• I SCALE 3/8-1- SCALE 3/8-'• SCALE %sHexn s nWaMa1 O I -PACk LeIH P A3. 71((�l'W< LU I g. ,0............INSTALLATIONvelocity VelocityHurricane I, N i EXISTING POURED . ✓ - ` F `sF' ':9 s FLORIDA BUILDING CODE Hi h Veloall HuFrfcana Zom KA, swcc. �M1tH R a• �: " EXISTING POURED ^' Z -®HMS AWORIF I ...-.- COHCRM oR CONCRETE - 3/4'' X; (M scHa,AE , 1 2' Mn YAR« I,pw1 TO W REQUIRED. _ [OI+CRLZOArKNaRS ' TNT * 7 _ com nttw �_ 20 GAGE GALVANIZED STEEL STORM PANEL OAARI11, ",, 3. W. REC BLOCK i,� H , .HIM i nm2o mrtro. ac F. QR-_ r.P °" •') ND 44167 20 GAGE GALVANIZED STEEL STORM PANEL " « , No. 44167 ` $ P'"J° Naw. -c 20 GAGE GALVANIZED STEEL STORM PANEL sic swEaLE oN ' .0. TATE ^ , • * E -- _. _- m/24/7010 xi► SECTION X-YX * * i m/»/Eom E.D. -EDGE DISTANCE ' *i * - -- IP/a/m» 'sHFn3 a THROUQI 9) 9•• yNF = - _ GLOBAL PROTECTION PRODUCTS' LLC. SCALE 3/e.'• < OBAL PROTECTION PRODUCTS. LLC. (SEE SCHEDULE ON iNOOP�,Y BOTTOMBATOUNnNG$ c�AN eE _ _� Z �'. Q'T 1 S TEOA--. L YTE - C GLOBAL PROTECTION PRODUCTS. U.C. °Et OR)p ^ ! I L E C O I Nc Lem sal sr STREET` DETAIL EQf( SPACERS REQUIRED AT TOP OR % 9'• I L E C O IMc. HP0Iy« 6iSTREET SHEET 9) CDIEBNED w ANr wEY To SALTY ANY S O �+�qyc CCI L E C tLi INc A9oo s«. 5, s«m CIF Z CEILING AND FLOOR MOUNTING ,SECTION 2AI''A'NS`r/ '• 30I, k. 110, lr I- - I+b.,R—..11.1 IIHIXc W.iM ]6a. FAAIL'(u.)a9rrnT 20-)76 BOTTOM TRACKS ADJSCENT TO STUCCO(W000 BANDS ��''.,�Acr'•. RIDt`: •� .H :tKur '°.. E"°'YIIW.E �w"°eDa wya PHONE (9u� i . •vnI]i'(9rNn-a7n 20-176 INSTALLATION. �''., Oi1; . F R104•:_Aa i �L rWE �>�„HR R ri �uuu i..1. 'aw (w)� ,s i FAwil:�(M.).N-9]9, 20-176 44i HALE 20-1f'' .,1.. u.a .,..,.n I..1,«x n._,A, _ ,, sn' .-:. I1M)M,.,.a' ... .,,_IRA, ' 4G'•��• � ��Y•. Cc Q SCALE `/6.-•• NN .E SEAL NAE/.. «µTRIy TIUn"li .I a,E ;._1Mi�u __ANTA N a //yA'/ UEH ry�gy u� w'.eiE WR I�i_w _ OM«•K W. ''Ri hHFS/ 'H'(at {.3! G-�IT,q �,R, gHA«NC ra NN r MIR1 ] IRA b /CIF 1111MN""`E rlLtwl A TIDR Pt m Ir-Iq s1eEr . Ir ]A J - FTQIIII ii1 7 - - -_- ____-_-. _ __--___. -- _— Q_ SHEET NO. SH 1.0, METE NOMIRS 2C.Mw ON r 19 N 9,11"s 0) WALL AND FLOOR MOUNTING INSTALLATION FOR FUEL` SPLIT PANELS W-41 V�-T-1-F--T i - v i i - f . I �'; 1M`,XM �&M_ utl_ vw� GM ~ MUAD4URM 7 *111 Iwv WAYS 6.0 4,�dl 41 IFf if I WAM prrrrr , MAIL I I I 1 11 d" __ MR, 9C.Ow III He Wm 2. r r r X OF *kL ApPUCw. ;41/2A "2. - 1� ED. :illj/4' M ;11 FLUM, Impact sm. (1103- L" (10, w . so." EN 11, M419 14 OR sm MULLION SCHEDULE DETAIL 2 LAW. MULUON REOURED MIL, SPAIN (FIL) TUBE MuLuOM 4,-Ir 2' 3' CONCRETE AROMMIS cout samu ft wisrini . A 9) e-o' TO 5'-s' 2' 4* 116` MRIALS B��FRMXJL 5'-r TO 2' I/S*. 2' 4' 1,'e JE OCIER111 1. 3. 1114117 4 6--10- To 8--cri 2' 6' UNA I I%" FOR tS& JI � 0 _72%r"fL' SOTWIN I Sams 3/a.'. OR IS LOCATEGG� TOP OR BOTTOM OF OPORM NOTE MULg%LCMVLeO BE IFWAUJED 0 STORM PANELS ON TOP M MATTI (ONE FAMM OPEANNO W/ TUBE TOP 001TOM) SUILD-ow MOUKTM 111123ALIATICIN ALTERKAMM I , 20,03A., : �; , �/ LD A+ LOT I [T 'I I -IT 44'_-� 42 L 6d W� W" - GET MALIGN 913MIM., SpLff STORM 8"Alyft SCALEN/rp-11, 112 1-1 El I 11A 9 101 E 11:4 f.1 I IM IS] A ;I Xtill k1:11 41 1 A 4-M w- WALL MOUNTM #&7AUATM - ALTIE111MATIVIE 2W CITIES: I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D. DESIGN LOADS UP TO 455 . S. -72.0 p.s,f. AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECWX DENSITY OF 0.55 OR EOUAL TOP & BOTTOM MOUN-11INGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORIT CONCRETE ANCHM (SM MOKU ON-'\ (w 011-. N �REY 14) ow 14) POURED -- _j . A.250- " Cl -SET ON rin SC-CRU 04- 14 ow 14 SOPh"Tow TO GLASS 1 ('Wo'n To 1/2 777 G am CONCRETE SILOOM WAU MEOURED FLORIDA IV WAR .w " CEIJUNQ nj" MOUNTM RNATM 49W INWALIATUM ALTnMATfVf SW (SECTION AT TOP IS UNITED TO +a&5-67.0 VM. WALL. 1/0 1* ALSO. DIESIGN PHESSURE PATIK) WALL, 1/4* 1' IF Ir nws mounw; INffM1A7XlN - 3ECnQk "W 1.11- 1/4' 1- FOR CONCRETE ANCHORS. SEE SCHEDULE ON SHM t4; wm SCREW SO: SECTION ON $HOLY 's W/15 sti� W. NAVE LOCATION ) PANELS) cu" 4) N115 ALTERNATE LorArm ON In SAFETY PAWL AREA W/IMO M SAFETY PANELS (SEE NOTE IBEWW) LOCATION OF In I.. REG" PRIMUS */ on SAFETY PAWL W/O RECILLAR TRACKS AS (SET SCHEDLAX 00 t - SHAIA 7r"77 LAST PANEL ID To BE "STALLED CONCRETE ANCHORS 1: In L*1ETY PAND. OPERM 16 SHELF IGLOO CONCRETE- OPTION #1 FOR WEE WEly STORM ALWAYS K PRINM t wu6/ NO= PANEL(]) & CIA TO BE INSTALLED OR REMOVED FROM OEM _iSTRUCIUMS, LIMEET 141 ------- ELEVATION WALL MQUNTJNQ INSTALLATION WALL A FLWR MOUN71NG INSTALLATIO SCALE 3/32^-1' SEMM .1 SCALF-1 3/8' - I' - SECTIOR 2 SCALE: 3/3, 1* GNP Ar -114* bk� GNP iNw. lf- NOTES ON LEE SAFErl STOW LASE, SYSTEM Imsuumloft_� I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PAWL (FIRST OR LAW PANEL) OR AS AN INTERIOR PANQ_ (ANY PAIWOL LOCATION 04 SEMEN END PANELS)+ orruvow PANELS LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALUED ADJACENT TO REGUJAR PANELS L=AI.E &AMON SEE AM 1) "Samoan= (W/ OR O/o REG" TRACKS.) 2. UFE SAFETY STOW PANEL CONSM OF OLM_ G&VAWCD MEEL 570" PANEL AS SECTION 8-1 PER C SHEET 2 OF DRAWING. SCALE 3/32--t- THIS ITSELF TO BE REMOVED OR PWALLED FROM THE IEVOE OF ALL2. F�� STRUCTURE .3. UFt SAFETY PAAf_L REQUIRES TOP TRACK TO SE COMPONW(I)k 907TORI TRACK TO THIS DRANW4. M11161"UNIA, 00 01, IS OR MOOR MOUNTED rOLLOWNG SECTIONS 1 ENS,& I & 2 ON SHEET 14� tl* -..&7 . FLORIDA BUILDING CODE (High Velocity Hurricane 4. Mi.. LENGTH M'. ANCMORFCA=EwCo1*01sMEPvn 4DANC"ORAGE AT BOTTOM 6 GILIEN ON - It wale ILAIM INI f 20 GkGE GALVANIZED SM STORM PANEL Dead SCHEDULES J& 2. SHEET 14. COMPONENT MAY BE PERMANENT 00 REMOVABLE 5. SM DETALS FOR INSTALLATION WIT) WOOD FRAME BUILDINGS ON SHEET 15� 41nE 111W1EC0imc'\L'M P'0 TEMON MIDIM. UC. .0 .. WHO &W 51 sow 6 SEE SHEET 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE WAIJUNTION OF s & TMALIT MILAN! �mumn 3&FM_4 t, IWAL `I_ 3301. .. '. 20- !%.T S FACERS AT TRACKS INSTAULD ADJACENT AND BEYOND TO STUCCC/*Ooo BANDS. of -.0 Pa. s&mvwrjffjwt I= im A, am MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPOINDING kWIMUM PANEL LENGTH NO SCHEDULIE MAXIMUM &SO, "w-prVII), THEM .553. -7" 7,-r ON LESS 2 1/4 UNBOLTED I THRU 3 a 7 .5". -724 �V-V TO W-W M., 1 3/.' UNSOLVED I THRIJ 3 a I W.D. ..34 to 12-�- OR LOS 3 ./2' SIT A. 1 10 110.7111 W/ 1/4-0-200' LIS M& & WRINUT AT OWIMLAP it MILUDIVIN OF PANEL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIELS (-I)& Q IffleakAMEW INTO EXISTING CONCRETE A CONCREM BLOCK SIRUCTURES OWY FOR PRIMUS 611A Q VWAUARONS AS PER SECLICK I THRU 7. ON SHMM 4 A 51 MAIIA" A3'GL VESEAL PRERIUME awrimc ("I) MOM SAMCM IN E& . 3 Ilr surrom f & ANY COMMIMAIROM or 1 MAXIAN PANEL LENGTH Ift) UPOOM a TAF_G_ mx-. FmOdIA�WX 0 PLUS To ;;;M a �w 10 COAtRCTE To CONCRETE sum To TO CONCIRME ILGCM To ow"M TO CONCRETE S." -11 CONCRETE r I MIA k/A */A /A ALAN 1. *A 7 R/A R/A S. 5. 6. WA WA a' MIA 11' WA k/A CTOP) N/A k/A N/A M/A W/A M/A 2 (BOTTOM) MIA N/A MIA %/A a, MIA r-w OR u3s OR 5! N/A N/A 1. IT" A. r M/A WA N/A 6' N/A M/A 8. N/A ir T WA N/A Ir e r 4 A 7 GOOTTON) #/A I N/A r12 1/2- a,/.' IT 1/7- 6 Ile 6 1/-* 0 f/4- I/.- SM LINGETE 10 & It FOR AND40015 WIFE At SFMCWC FOR MULLATIONS OLD NOW FIRAMIT MINIMAL AMCNO01 SPACOM AND MINIMUM EDGE OISIAMOE AIR 0=40 ON THIS SOMEDULL FOR EM LESS IMAM perAm o- SOMOMAX "IMM RMC-10 $plan &V MULIVIL"m SINGING, Dow ON SD4zu w RC FoAQWWG FACTM IN THIL OPERATION TO SE POWk& REGARDED SINGING OVUM MINING FA�10 SHW MDT WE LESS THAN � SPACING W&WO FOR ANCHOR TYPE AT AWCMGft ULDEND. Imam PRIME ARM. A, I FUR 2 "Ill S'n 5 1 3 1 43 W^ LEL Ow unism MESS /., I LOW RIWMIS KSOC 0/ MILI 9 - FEW LEASTM, 5�_��/4' Ot UP 70 AND 6 W., O.0 JUMG,s 111 70 W-W . OR J-10 'LATE FDMU 0 OR PAmajoit P" a ILL., THREADED -r M. SCE SCHEOW 4 FOR SEPARATION TO GLASS 7 Eoi f/. 1D. 518' LOW IMILLS11 9LAIMM 3, 0 6 ,/-' a C FOR Pon LOOMS UP TO -0 'AD 1 1/4' 0 C FOR UP TO Ir_81 MR. on FIDMLE 9) OR rw "IN I PAMELIA'An PLUS IF 2 1/2- 0. C " I THREADED At or 00130 PLATE 1" Al UNCINS UP To 0,-e M DIRECT Z��LLATJQ SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANELSft A dA INTO EXISTING WOOD STRUCTURES _j ED 4 nagim Il ED ED Cut, ED -',Now= a I wim -Alt ALTEPMATME JW ALTERNAM M SCALE 3/0-1- SrAE 4_ SEE'SCHEDULE OR, sMw a OR WK SEFIROM TO aLA" ED 61L. . I . t � ED ON ED ED 10 ED; 1/2 WWO `,`GT ED: \ MEAGOILL' 0%A1E 4 ALTEMATM ALTERNATME AhER _QR.ERAME CONDMONIN MANUCHOR LWAMS 4, Mum- OF PUPE SCAS 3/8- 1 SO4LE 3/0-1' NOTE SNUFFER TRACKS NOT SAWN FOR CLARIFY IF17ED 1. INSTALLATION$ ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S UENM UP TO S'-S* 2. FOR NEW WOOD FRAME CONSTRUCTION; INDOD IMENIFIERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 DR EOVAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION STUDS 0 1 DO (12 1/2", TO HOLD 1! W-W lejlln�� 41.1MI" �fifj N zi A-1 �[41.1111 I 1W "A 11 01 W.3 -MMMIC-2 "'j:,AE�"bjj WIN If moll STUDS 0 EVERY OVER O.LNP C.) 1/2 HOLD PNFEEL "'T'. LAI, low r A" (CAN 4) r --- MAX&RAL AS& upCD. OF OuW PARIMMAIT FEIKE 0 to pus APKX40LE TO OCIGN PRESSURE WE f & ARLA" UrMum V YQ TO to CONCRETE To to ",I'm TO TV TO CDMCMM TO v 0000CIMM I WRIMM am commm W.1 COACWTYE BUICK CONCRETE 1LOCK, CONCRETE BLOCK of I'MID. - - 6, N/A N/A N/A G* N/A 9- N/A 11, N/A I & 2 (TOP) +55.0. -72.0 -9- 7' 1. 9" 9- 9' ll. 9- 9' 11, 1 (BOTTOM) W-O* OR LOS +55.0 -72.0 il. - N/A M/A N/A 1. N/A 5' NIA 111. N /A I * 2 (lop) 70 V* 2, S' 9' 7 1/2' q* ii. il. 1. 1 (BOTTOM) +55.0 -72,0 A A N/A 1. N/A fi* N/A '. M/A i__ - 41 (Toff, 7*-r TO T-8' I MAmwN OESOM PREMAME RATING t-13 :Ast, Me 0 Me W 0 man ONE . TEEMI r MM, NRw x, OF N&C APPLICABLE 10 SEC�=&� MALY =_L!AN th M7 C*21 DOMMETE cow MAM OF THEM .491 -61�5 3. 4 1/2- 4 1/2- 2 (BOTTOM) 7*-W OR LESS +52.8 -65.0 3. A- 4' 2 (SOTMU) 7-5- OR LESS 1 +53.0 -7_0 2 1/2' 2 1/2' 4 3 1/2- 2 (BOTTOM) 7'-6- OR LM !n -12 -2 2 1/2' 2 1/2' N/A MIA -1 2 (BOTTOM) -2 -(-wrOM- >T -6" TO S*-O'j .!o _"2 .1 ; N/A M/A -T ) p To ALTERNAIIE AT UXA7RDN END PANEL 0 1/4- INTERIOR PAWL END PANEL SEE HCOUVE �2 M134M GO = 3' S SPACING DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 2) MAXIMUM A.S.D. MAXIMUM PANIEL LICALIE., 3/ir - I' DESIGN fG (R.s.f.) AND CORRESPONDING LIENGTH "C' SCHEQU I ONLY To rKOREAN "A IMMORM SECTIONS I A, 2 INDICATM fDfi LIFE SAFETY 570M PANEL -M F-r Eve SEE 94M 16 FOR A"CHOMS TYPE & SPACING FEW MU"M INTO WOOD FRAME SULDOG. NOW" ANCHOR WARCIM AND NORMAN EDGE DISTANCE ARE WWA7W OR THS SCHIRMA.L. ED. LESS THAN INDCAIM ON SCHOOLLE REDUCE ANCHOR SANDING & WULMPLFOG WACO *00 ON SCW15XMX LEY THE MOVING fACTORS. MR THIS OPOUMIC" TO WE POSSOLL MODUCED SPACING OWNMEO LIM FACTOR SMALL AM WE LESS TWA WWMUM SPACING 01010010 FOR LAOII ANCHOR IYPE AT 44MM U30111 al� 111119 Tom me." vww N 3 s 3 2 1/, "A-) �Qwwwftlb&W 3 3 31/2 30 AMA w gas Now now 1 1/2' 2 I/r_ r IAI 3 /r T IT INSTALLATION 114-10 FWAEUARLFE PLUS DETAILS FOR INTO EXISTING WOOD 7 REGULAR PANELS(l) & STRUCTURES &A PARDAMTE PLUS t4-10 6 Ile D.C. W/ 1 7/8 - ii I EMILIO WOOD HEA= EXISTING low MERCER =00 THREADED PENETIMINIONTID EXISTING WOOD HEADER J: r F Do" 9" 0 C14W "A 0 - OCR 1" 0 WOW HEAM I Ile oz 0 'le cz 2� jr uz REQUIRED cv SM SCIFIVAE ON SEE SCHODULE ON WEE SCHEDULE ON FEW sw a no - SEPPOOM To GLAL SHEET a TO QLARS, PANEL UENGTN NOTE 1) M_ PANEL LENGTH ME, NOTE 0 M_ PANEL LL14M (SEE Nam 1) 3/w awc mur * &OFF VAMLAPT�' A' SOX wx OF "L" OF MAX OF *L' No .0 MAX Me (ZA A /.-T M ED, 400,3T_ in ED, LAG SCRE" ;I O.C. W/I 1/2 27.4- WOW PIAX REOUMM 10 PAMOLWTE PLUS 2'.4* WOW P L.TEr REQUIRED 2 MR. THREADED PENETRATION Al _414- AMENRION OF PLATE 1/4-0 LAG SCREWS 0 _LL /2- Of PLATE 11' O,C_ STAGGERED el I I No WOIW QNN= lijljl� I A,7M At MIDWIDIH OF PLATE DIKCT MQ "NA INSTAUATION WRECT MOUNT iNSTALLATM sou 3/8-1- kf" am, SCALE 3/8-1- SrAUE 3/6.1 1. INSTALLATIONS FOR ALTERNATrvtS Be, 9W & LOW ONLY VAUD FOR BUILDINGS WITH ALS.O. DESIGN LOADS UP TO +43.8, -48.0 p.s.f. AND PANEL'S LENGTH UP TO 12'-4* 2. FOR NEW WOOD FRANIE CONSTRUCTIOW. WOOD MEALBIERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL ': & BoTro MOUNTINGS CAN IME COMBINED IN %R� INAY TO SUIT ANY INVALIATION. J L it FLORIDA BUILDING CD CD Cn CU > W 2 CL 0 Cu 0 -a U) CD -i-.- CD 0 C) 0 L_ CL q 0 CU C: C) 0 U- Cu > - Ln -0 cn E CU CL CU .10- U) z z w INSTALLATION DETAILS I/-'- LAS SpEres 0 r D.C. I I=TNLAwi TO WOOD HEADER FOR OPTION I FOR INTO EXISTING WOOD UFE SAFETY STORM PANEL STRUCTURES SYSTEM Cn J (D �qw"w?mr 1 21 EOj iiii ED.- wow wm NEOVOW Cu > HEAVOI STUO 0 12 ITI C_ ALTERNATIVE I ALTERNATIVE -2 C.M. To 0 17 I OC Cn FOR W. TO GLASS i ED CD ED ED I - cot Eel A 40*M ED WOOD PLATE REQUIRED I I I A' CIO I.M.M. DOW. 8 c- ALTERNATIVE 3 ALTERNATIVE-4 2*.V REOURRED le. LAG ILLINOIS 0 r W/ 1 1/2- co MZ a ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION Cu 1/41-20 mz P" 0 r Q.c "rw, 10 PtAlE WILk 310' - t' cn WALL M ALTERNATIVE UATIO 1 W MOTE SFAffTrM MOM NOT IDIOM FOR p,. TILit, C`AMT` Lu 3/r flt� %% ScAL.L. I, JIM 7 FLORIDA BUILDING CODE (109h Velocity Hurricane Zone) A� TATTOO, SOL rp- 20 GAGE GALVANIND STEEL SIM PANEL D� ft. < 1. OWALLaaws FXSFOM MULDILIGS WITH A.S.C. DES -ON Lo" UP 40-5. --n.0 W 1OWN up 10 LITIT. Tfok FOR WO WOOD FRAME COMISTROC WOOD MILISERS TO SE SOUTHERN TO OF GLOM IFF/w/aftle MTECM PRODUCYS. =. GAVE 4WD S... 11 STREET 2 P09 No. 2. W/ SPECIFIC DENSITY Or GM OR EQUAL M__1wr_* 91.211MMIZ 7__ FILL =I. now OUN11*45W FAX; (m _vw 20-176 is IRMORG - < Pt $L%"NDMTLqw^%Iz *Kq* A 7�9 0. P.A. RARIG, UR, A .1 I F" a_ SHEET NO. S H 1 , l� - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 A, 20�- - _ 3 3" MAX, 1: MAX. 31l 407, al 20/8, MON, feel 7AW/19 A UW/20 I' MIN. 0 0 7- F �FT H 11 I I j ly"c'm Fol ! �LAFAXL 01 l NED" L*t sul am -11L as 7 1�7 L CIT, D.wl :3-- 17 17 ;rAl wa WIN a UFT A, 4" PM16 41VI7. Up& 3- Il =/;�=tg a &*/20 Umm L�l NW/19 III sel I' Mol ANCHO" (SEE SECIKM ON SHEETS 17. 16. is a 20) OPTION #2 FOR WEE SAFETY STORM PANE ELEVATION SCALE 3/1l 1/4- W (Dal 2" -CDOAQ Bell Ol WILM pil I ? SECTION A -A SCALE 3/ilr_i, MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARA71ON PANEL DESIGN PRESSURE L (ft.) TO GL46SS 1 CONDl RATING (P.s.f.) (SEE SECTIONS) +55.0. -72.0 W-8, 1 2 3/4' UNBOLTED v MAX PANEL LENGTH (SEE SCHEDUM INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ill IAFCOFI ANCIAORS 'l 100111 "C"O" 114 1.�41 Tell ANO-ves IN 2. D.C. . r - 0 ; TAPOON ANCHORS O.0 O.0 0. 0C PMM CoNcal OR CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE. OR CONCRETE OR CONCRETE OR CONCRETE BLOCK ROLIWD .1 FLOCK: F&OLqw BLOCK REQUIRED , 'h BLOCK REQU1AEO I --C:�_ -c - I I/v j 1/4' ff 1 1/4" 1/4' r F-C Mal rj wel r _016 z we el IN 3 NUNN= .du As Ne ce NR eel leff, Oal CLASS I :4 Me. IF E.D* E De G E-DA EDl- _E A TAX All W/ -__"FA_'S_ I M WASHER .6- JI VANG MIT WASHER 0 12 I1r 0! (BEYOND) '-,7Jro 3/32' WING FAUT N\�? U32;=) WASHER 0 12 1/2' OC WIINEFT TAPCON AAC10011tS TAPCON AW-40AS 1/2- O.C_ I/r O.C. (WAGGERED W/ STUD) IN 4 1/2- O.C. "All CONCRETE �OURO CONCRETE POUPW cow e9l CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK ON Cal BLOCK nmam REQUIRED ItEQLNRM WOLOW WA"T= WALL M0115M Al WALL MOUNTIM6 DWALLATION WALL MOVONG OWAtIATM SEMM SA SECTION " 0 RlEg" PANEL 0 LIFE Sil PANEL REGULAR PANEL #_LATF�TY PANIEL SCALE 3,11'. SCALE 3/8l SCALE 3/il SCALE 31e.1' SEE Bell IN A 30 FOR AMMM TYPE A, No= "M S"ZM FOR pc%TftL411" NM wm bel -0" WWOO Oil 3 FRAW 9utow 980" ANCHOR SPAM" AM M"N I= DWFAM AM ONMrA?M 04 THIS -N_. �= I. 3 SOMU Me ED UM TWO! ONIGAIED ON semmm AMU= AMCF" SPACING 0 AKLTfty" 9VA:pc N*M ON soeviu _F I aeleese wee, Ill 3 JOWL 91k, am omm IF 5, "a NaLwee, rocmn FOR DO OPOMPOIN 10 IN POSWRL MOROCCO is SPAM OffRARD USING FACTOR OWL "Of IF ums TFAN to"" SPOCS4 "Deva FOR EACH AMCIKIR TYPE ON TFd SCHEDIAS FLORIDA BUILDING INSTALLATION DETAILS FOR OPTION #2 FOR Ll Sl STORM PANEL SYSIEM INIQ EXISTING IZO TAIPCON ANCHM POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I 7APOON ANCHOAS NFI'. mr_ REBUKED) NUMAW"M REGUW49D 11/4 ti Ef . - r gar. 1=1Eq 2 A t7 47 PAKELMATE Pas Tel ;,3/32* WIND MIT WASHER I Okc, REGLO" WALL MQUIMALLATION 3 0 REQUILAIt PANEL 9CALE 3/0*-1" SIX MEET It 111 20 FOR ANMQft WINE A All "Ft 71W.-T 'l -I-- PM T"WERR" VACANT FOR WW^"?Od MM ORION ift mom WNIANN 0.4 FRW @YIN& MDAM now vvzom me LOMM ma osvin " 04KAM ON TM SCWMU MR ILD LM THAN PONATIM 'a, SOM" mma mom WAM IN MULTrLwa SPACM soft ON SCHIMIULF AWAL VA I= own" MICRON, BY M MLONM FACIDAIL me 11011 DAMON TO K POM&L INDUCED js SPACNIC QW-M USING n".=NOT It LENS THAN MOOM SPAC&C FOR DOW AACHC* "W 09 THIS CNEsw 1 1 3 i/r (�=)41/3r WING -IPAIM CONCRETE OR CONCRETE BLOCK REOUNRO WALL 00�kl AT IATWN 41 LIFE SAFETY PANEL SCALE 3/6'-1' No. 44167 Ill. uALAMAINVAEun 9" to w� RB at -0 GO GO FLORIDA BUILDIIMG CODE fth Vl Nu cal Zorw T&T= el 2D GAGE GALVANIZED STEEL STORM PANEL rp In GLOBAL PROTECTION PRODUM, L E C =0,�,, 4m Let. hI $"W Ow FILL 113. moc W.)mo�luc Ill two"-ww 20-176 ec ft INSTALLATION MAILS FOR OnON #2 FOR IFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM 90M MW PANIML INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1 E-Z HAND STORM PANEL "" ON THIS PRODUCT MALUKTICIN DOCUMENT (P-E.Ol Hil SM VERIFIED MR COMPLANCE IN 8-1) M"MUM EMBEDMENT OF TAPCON M04M AND PANELUATE FEMALE M IN, PAMELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDTION) OF THE FLOP" BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SFKL K DETERMINED AS PER SECTION 1520 Of THE ABOVE MENTIONED CODE. El MMWJM EMBEDMENT OF 1/4-0 X 7/8- CAX-41 ANCHORS S."LL BE IS 7/8- VM CONCRETE. FOR THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHAUL BE PERMITTED. T A WHERE =Dl FOR A 16 AND SMALL NOT EXCEED THE MAXIMUM (XS.D.) -20 SS SIDEWALK BMTS USED SHALL BE LONG ENOVON(S"OULD ANY Full MAT 0 To vow W-4DER W= MEN" itcumm 74� 1/4' ERIAL MY) 1/4-0 TAPOON 0 6- O.C, DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 IN, 26. ENGAGE 3/4' IWO AKHM. 1/4*0 TAll 9 IF GC. 1/4-0 TAPCM a r O.C. THREADED IN ORDER TO VERIFY THE AWA CONDITION. ULTIMATE DESIGN WOE LOADS DETERMINED PER ASCE 7-16 W/1 t/2 1114RAGED PENEYMAl ie L i f- ---- mom SHALL BE FIRST REDUCED TO A.&D. DES" 0111111) UDADS BY MULTIPLYING THDA BY 0.5 04 To TE PANELS K FOUND ON THE EXISTING WALL, AT 1 . Ol El IN CASE THAT PRECAST SITONE. OR PRECAST COMORE wow M. WOOD WADE* HEADER TO CCAMPARE THESE 0/ MAX. (AS,D) DESIGN PRESSURE RXIINGS INDICKIED ON SHEETS 25 111 25. ANCHOIRS SHALL BE LOW ENOUr.4 TO REACH THE AWN STRUCTL BEll RICH PANELS. AN WAM HE-= HEM" "LAM RE DMAGE IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE Hall OVER STRESSED, A 3301 INCREASE SHAU. K AS MENTIONED IN 9, 1) AND 04 15.2)� 1/4- IN MLOMKE STRESS FOR WOO LOADS WAS an ISO N THEN ANALYSIS FASTENERS SWING TO WOOD Hl KEN .,/v 1/4- U., I Mel (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEETl OF r AN 'S M DETERMINED IN ACCORDANCE WITH Ill 2015� Idel T 2. V~ACTURER. TIONS HE CHOR STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED W ACCORDANCE WITH SECTION 1620 OF WOOD HEADER 2' WOOD HOW Froul MITI REQUIRED br. THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 2032. AS PROTOCOLS TAS201, it a TAS-202 " TAS-203 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, OLD" IS SHN-1 ABET VERIFY THE SOUNDNESS OF THE STWUCTUIRE WHERE SHUTTER OR WOOD FRAM BUILDINGS. Z THIS SYSTEM HAS BEEN DESC440 TO K OMAILLED ON THE OUTSIDE or T14E OPEWING ACCESSING THE ON rp THE DOING am L INSIDEl"MUSIE OF A LADDER OR UrT THIS APPLICATION IS VALID WHEN INSTALLATION 5 INTETIM To BE PERFOINIED 12, THE PSrALLAT" CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMARK IN CORTNAVA TRW OF STRUCTURE. CONTACT WITH THE Bull 10 PREVENT WM/MN INTRUSION CAULK AND SEAL SHUTTER TMCKS ALL AROUND FULL 57.0a LENGTH. 'll GLASS Al v M.. as (off sal (SIX sceruLt (sal saeom 3. WKS 1000 IS APPLICABLE TO Sell AND DOUBLE HUNG STYLE WHOM VAIEN INSTALLATION tS REQUIRED To BE If) PERFORMED FROM THE INSIDE Or StRUCTUINE. I pma LEMGTw siew Ile PANU LENGTH V Me. Mcl EXISTING Ok SHM s) 11 STORM PANEL INSTALLATION S"Al COMPLY WITH SPECS INOICATO 04 THIS ORAINING rLUS ANY BUILDING AND ZOM#4 'i (SEE NOTE I BELOW) (SEE MM I BEEL RESAKAIMS PROVIDED BY THE JUR1SiM'RON WHERE PERMIT IS APPLIED TO. EMM so -MY!" I PANEL LENGTH NIFFINYON : . PAREL LE14GTH -L M. GLASS Mel ISEE NUT t @ELOW) EXISTING To duss (SEE NOTE I BEl ID o� 4. SERIES 2000 OMM.LAT*N 401 APPLICABLE 10 SINGLE AND DOUBLE HUM AND HOIftZOl SUDEFIS STYLE WWDOWS WHEN _Oa 9DOw PANEL LENGTH NOALLAMN IS REQUIRED OF PERFORMED FROM THE INSIDE OF S7RUCTURL 94 ATINUM WROM AND DOORS. OC. I - Z HANG STORM PANEL SyS IS IFA pe CLASS GAINS 7 (SOT SOMIDULE -4 v PANEL LENGTH TEhl mw JOING 54 am aw 14) ow ow is) ISEE NOTE I BELOW) (SEE NOTE I KLOW) 5' ALL ALLN"All EXTRUSIONS TO BE W63-15 ALLOY AND TEMPERL (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODJCT EVAUJAMON DOC MENT l D.) PREPARED By THIS ENGINEER IS GIENERIC AND DOES NOT PROVIDE 7 S.S, Ml W/ Ulm ALL ALUMINA SHEET METAL USED At CLOSURES SHAUL HAVE 3105-HI4 ALLOY. INFORMAIIDN FOR A SrrE SPECIFIC PROJECT; i.e. WHERE 714 SITE CONDR*NS DEVIATE FROM THE Ill 714,0 3/ 32 WIND Wfl 'Wow (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND MIALLAINON INCLUCKNO LIFE Shl OF NUT Ie4l'# CON 9 TAP 'alp- 7� ALL STEEL SHEET METAL PANELS SHAU "AVE STRUCTURAL QUALITY STEEL� ASTM A-653 GRADE 50 MIT.. GALVANIZED SIM THIS PRODUCT BASED ON THIS PE.D. PROVIDED HE/SHE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON Oc 'r DESrJAIM Wl 58.5 W (AFTER ROLLO). THIS DOCUMENT CONSTRUCTION SAM AT WE IS THE CONTRACTER'S RESPONSIBINUTy. Mill a ALL SCREWS TO BE STA04JM STEEL 304 OR 316 All SERIES OR CORROSION REWAXT Cal CARBON STEEL AS PER DIN THIS PRODUCT EVAUATION DOCUMENT WILL Of CONSIDERED WVAUD IF MODIFIED. r 50018 W/ 50 Ill YIELD STRENGTH AND 90 kill TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (d) SITE SPEC" PROJECTS SMALL BE PREPARED BY A FLORIDA REGSITERED ENGINEER OR ARCHITECT eHl Al 9- BMTS TO BE ASIM A-307 GALVANIZED Sl Olt AM 304 SEP" STAINLESS STEEL WITH 36 1& MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF JECT All. RESP014S OPER USE Cr THE P,EZ, EHG1;6%0#%CE0l )ACRRUGFHES PARODELEGAYOND D*"�OW TKO THE P.E.DBILE FOR THE PR 10, ANDHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SIM SPECIM DRAWINGS FOR REVIEW ENIMME". SMALL (A) 921M. (a) THIS Fil SKALL BEAR THE DATE AND ORIGIN& SEAL AND SKMTURE OF THE PROFESSIONAL ENGINEEFI or RED 1/4 TAPCON ANCHORS AS MANUFAM Rf ITW BKALDEX. PC, (NN. fel Till RECORD THAT PREPARED I /4o 0 IT 7/8 CALX-IM ANCHOl AS 4141OXACTURED BY DEWALT INC. (MAN, It-3al cl,) Cal Call 1/416-20wl M.S. 10. 7/4� US W/ VO. 10 Wl "ITT r ACCORDANCE FIFTH F 718l - - #114- AAWUMATE FDAkE 10 IN PANELVATE PLUS ANCHORS, AS h*MNACnJV4M BY ELCO C TO- STORM PANEL MANU ACTURMS LABEL SNALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW PANEL IN 02' Wh�V 00 3/32' WM NASHER (BEYOND) 1 1 (I*ll P.2 1) ONGTRM Fol PRODUCTS WASHO OF 12 I/T aC WINNER 0 12 1 r 0 C t SECTION 1709-0.31OF FLORIDA BUILOVID OODE ONE LASEL SMALL K PLACED MR EVERY OPENING, t- LADELING TO COMPLY WITH SECTION 709.9.2 OF THE FLORIDA BUILDING Col NUT WINNER (BEYOND) 1/4-0 TAPCW 0 r OLG_ tL1 0 a, O.0 "?Ilry 1 3/32' WIND NUI Al WNWILRA EM9EOXwEW OF TAPODN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4* AND 2' FOR PANELMATE 2.4* wooD 3/32, THRIAGED P" 2.4* W= PLAX NUT THwam D*MWW Flown- REOLWO WA54EM 0 6 1/4- O.C. REOVM wAsHER 0 (wrollia) FEMALE 10 PAINELMATE PLUS. =U`11 OF PLATE -04 ANCHORS SHALL BE IS 7/3' 1 0 Col WOOD PLATE PAhOJiATE PUA NO EM INTO OF PLATE OF PLATE rO* WOOD RATE 114 1 ANELMA #14-10 Il MINIMUM EMBEDMENT OF 1/4*0 X 7/r CAl FIT Im BcDkon PIATE PLATE . . 711/4� O..L 0 6 1/4- O.C. ANY F04H VATOWAL $KILL BE PERMITTED ia�v WALL WUKn1MQ IMIALAIMN Val r:r 1/4' 020 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUCH(SHOULD MY Tel MATERIAL EXIST) TO ENGAGE 3/4- A. MOL THREADED .96r"*" AT mowom OF PLATE AT MtOWWH OF PLATE INTO ANCHORS. Fell WALL WOUNTM WALL M AlFWAM fimp 40- SCALE 3/Ir-I* AL3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE Pull OR PAVERS BE "OUND ON T14E EXISTING WALL OR FLOOR. ANCHORS 94ALL BE LONG ENOUGH TO REACH THE VAN STRUCTURE Bl SU04 PANELS. ANCHORAGE SHALL INIMUT WALL rION WALL MQUKTM I ON a RE= �x a rOw"15 E L SCALE 3/8'-1' SCALE 3/8--l' SCALE 3/0l 1" MO BE AS WEXWD IN A I) AM IN Al). T1 III. T1 0 REGULAR 0 LWIE SAFEN PANEL I No. 44167 ............. (9) TO EXMANG CONCRETE Bl *Al SCALE 3/8--j- WALE 1*1 I. NIMALL&TONS ARE ONLY ilel FOR BUKJNM WITH A_1�0. DES" LOADS F101MA BUILDING CODE (Wgh Velocity Nwwu one Zonal Ile FLORIDA BUILDING CODE (High Velocity TIM cal Zorl - 1/4- 6 TAPGON ARMORS AS ~ACILRED BY 0 1 W ENJILDEX. INC 2. FLORIDA BUILDAING CODE �Nlqh Velocity Hur one Zone) UP To .5S.3, -nO Pl A-40 Pool LENGTH UP 10 Ill %0.4 157 exam NJIUXI. ell am, I el F1 0 X 7/8" CALX-14 ANCHOM AS MANUFACTURED BY OEWALT INC (F*ISCO ps,!.) 20 GAGE GALVANIZED STEEL No. 44167 20 GAGE GALVANIZED SIM SIM PANEL 11/4. STORM PANEL DRAW MY UNION Vil --# 4-10 PANELMAIT FEMALE 10 Al PANEIMATC PLUS ANCHM, AS MANUFACTURED BY ELOO CONSTRUCTION 20 CARE GALVANIZED STEEL STORM PANEL 2 IN NEW W= FRAME CONSTRUCTION, WOOD MONIERS TO BE SOUTHM IN- 1. WWAUAr"S ABC ONLY VALID MR OVADMOS Wl Al DES" LOADS PRODUCTS (0'.-2071 ;l UP TO .55.5. -72 0 PSF AND PAMWS LENGTH UP TO 9' 8" W/XV3= GLOBAL PROXCrft PROMM LLC. ME NO, 2. W/ SPECIFIC DENSITY OF 0.55 04 IOUAL z 11LIEl GLOIBAL PROTECTM PRODUM LUC. all I MR NEW WOOD FRANC CONSTRUCTION: WOOD IAEMMAS TO BE SOUTHERN 11LIECO. -M Lx i SMUT 1111IFIECO.-I. "BAL MTMM PRODUM U.C. Pull 4140 &w. 51 STEM TIME NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL OR% , em &x 5 wow INAIT I N, OWL Fill- 33314 ONAL It. 33314 Dow. FL 33316 I, Fol rvoll ftow twIewl "All wMew-sm 19- 1 20 Wgll WMIX � .= W. PHONE,, 0*-)M-T*W Feel M4)mw-*M 20-176 Nee 20-176 il v M.. IPM-� _10"011 Fell -.1 a- ININ gnaw AFL CA-0l O%WAV w M-aeol r awsm KI, MV i - MA/SmOLW4,mn sAl . Tew I - I . I - TLONM Ull & ISM9 ! 1 : 1 : swaa Is or n. well 0 a [fill! Ull 4 UP4111 kshwll 4 �4 ,I -_IS.jW(YQTAj WON) 2A5l 1/4' 2.957' 12.5W (EFFECTIVE Wl Ol bell THICK O&VANM STEEL ASTIM A -SW GRADE 50 WPA%JM \ PD* KOARP EDGE KtAIL 3.300 2,2.'2 -RETAIL "AV STORM INANFIL UP W/ NCMMM EDGE. ae 6250 om 130MURIC VIIEW DETAIL 2000. ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED EDGE .750 (N T,S) I 1 -2,000----1 *.r TRAM 7r- 125' (tyl A I - .7513- 3"W(binx.) ALUM. ANGLE STOP BAR I I I LONG 6053-TS Alum. Al RMnEQ `V TRACK -.73l . .450 1 dy'P.; PANEI J� 4WR W61-To *Awn. ALLOY Tyl 2.5DD' 2.2 44" w S REVERSED "l TRACK i2S' 2.060' 2"W(Max.) l ANGLE FLORIDA BUILDING CODE - __ , _e, , , , . "1". 1 .- - __ __ -- I- I LT V I PAI&) INnael r V' - m "M 2. 4 IRM I 1 (00 Poft) su "M 2. 3, NEW. -HII: 32 AM J 40 X -L' WE NOTE 4 @am Me MR CONCRETE ANC.Oft SU I, Fill. -1101"At 1. W 23; R,T" I 0ol OR /Ol su SECMM OFF Ill IF LAST PAW TO HE I MWALLED AT EACH TYPICAL ELEVATION FOR SERIES. 2000 OPENING 94MI Full ME AM KV40LE TO FAGWAX E-Z HANG STORM EL M SLYMM W NTMO TO BE 061AUED FROM Pd" OF STRUCTU111F _jf-v.- - CAP 7 (", "' w I I Sl \ _7_ 1_7 S-7 \ 7 \ 7 7 _7 '77 \ 7 \ 7 j er V-0WOR-0.0 sm MME, 0). aCnIM AE_5E&U_1DQO� E - 2 FANG STORM PANG. SYSTEM CONSISTING- OF FAND. Col TRACKS TOP & BOTTOM. SHALL ALWAYS 13E CONNECTED 'TO BOTTOM! TRACK OTHUMSE A STOP BAR (eDS=10E PROVIDED AT TOP OF SUCH PANELS. (3), rF DID PA14ELS ARE CIDWCM TO BOTTOM TRACK. COWZ-*k SMALL CONSIST Of 47 Ill %Al MINING NUT OR 1 /M4yft A &C ll rALMOSCRE* 9f`= BOTTOM OF FASTENERS AT EITHER OF TWO EXTIERIDIR FIAT FILANOtS OF END PANEL (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.q. A STOP BAR IS ONLY USED I TOPaATNl KV4CLS SMALL BE CONNECTED TO BOTTOM TRACK l USING SPECS CAT 0 ABOVE- N SUCH CASE. CONNECTION OF PANELS To BOTTOM TRACK MAY OCCUR AT 1z PAWL LOCATION (5) SEE SECTION 1% 3' IN 4' ON Sil 24 SEE ANCHOR SCHEDULE ON 54M 25. 3 2'/24 10- 1'/240- (w el 3 Novel CONCRETE AMDCft r M. SCHEOW am I min Do or YC- I T'n i 11-1l 1 60 X -V 5-d 5 AX --171 ITE 4 SM i Fe M 2 3� 41 X L. T-T IF I E OR PANELS TYPICAL ELEVATION EQR E-Z HAN STORM irl/4, Mel GAP ft. w SECTION 8- All (I), DIDEVOTION F qFRWS 1000: E - Z NNW STORM PANEL SYSTEM CONSISTING OF PANEL 0 TRACKS AT TOP & PARELMl PLUS OR 15' LOW 1i BUTTDAA W1 PMELMATIES. (2) END PANELS SMALL ALWAYS BE CONNECTED To M 11,11410 "TIES Ol IF USED PANELS CONNECIED To 4 WALL BY MEANS OF SHALL BE Well NUI Mi" DESCF49D (3). FOR CASES WHEN END PANELS ARE USE JOINTLY IS" LONG Till AT MrEND PANELS ARE NOT CONNECTED TO BOTTOM TRACK Q) STOP W . PROVIDED AT TOP OF SUCH FINVELS. (4). :M=RALLLA== END PANELS AND SONIE INTERIOR PANELS ARE DIRECTLY SILL PMCIAihTES, ONE INTERIOR PAWL MAY K USED JONITLY W1 I = ATIACHINIC BOTTOM TRACK TO WALL %,TWO PANELMAl FOLLOWING 3XT lsk�ON EMIl AND W/ 3 EDGE rrl -Mt NEED MEANS ,a= , S& SUCH THAT ADJACENT PANELS ( LEFT & FUGHT OF THOR OVERLAPS WARNED Eft, 1%, cwlwlm mcm INSTALLATION -DETAILS FOR SERIES PANEL (1) INTO POURED v,� 2000 AND 1000 E-Z CONCRETE OR CONCRETE HANG STORM BLOCK 4 4 New in w NeXT an COMM m Or 777 4 all I Kwo me 7 rw 5 New All- Fee 'No sat soemu IBM wl SPAR%OM FOR suv^vm ss� so4oul OR vWWA.0 i TO GLAM 7 To Ol I 0-1 SMUT 23 W. SPW%O" To el =. _'l Iff"ll TO CLOM -cow awk. mm QLAM. Izwr�v- Nee 3 w L-JIst 7747 - vko" A X`^ -=- ED DO MAN. ONE w Ful 3r awsworso + VAL 0. IFIXT aw ot WALL WALL AKID QWCT MO ING 8M SCALE 3A-"- 4 0 W FIL-4, FLOOR TO l Wwumn INST, BUH-0-gla-VOLIN SVC-AULE 3,1-1 Z -IL grew - I are INST, SfiClUaLP SCALE 3flI.I- C. eel IF 0 lop fta= CA" BE f*: 1110,44167 FLORIDA BUILDING CODE (Nigh Vol His Gone Zan comem & No VIA,, TO Sw STATE OF e rp 20 UK GALVAHM STEEL STORM PANEL Do" & QUAIL 1 0, 11LIECOme GLOBAL MOTECTION PROOWM U.C. TIUJT IN F. Feel "Neel (W)swi I& DIN.Res-am 20-176 I Fee Q*-Gmio uk"p A. now I Ff- 9 1 > Ld) 2 C:j. C 0 0 L_ CD co 0 0 CU C> 0 = 11F_ C1 C L_ 0 CC C 0 .0 4.- CO U_ %,- 0 CU > Cn CD E L- 2 0_ 1E F- ccnu -0 .402 . = U) ca. < Lo r z z w mi Cn _4__j 0-1111 Cl =3 CIO > 0 L U) CL C- 0 ML 0 C0 M LU z z _j a - SHEET NO. SH 1 W'�,lk�li'.I�l,w:%,A.M.l��:,�Zn�,�,i��lij�I 41 F-Br61,-iI4 - - - -Nov,111,11-11 -1111:1,1111111T.." M MVI.1-1-m-,'��-kol-�;mj:�i� R;4rT["r,<71q-Rw - I MOTIMUM PULA). DES.- - -F - -- --w SEPARATION t APPLICABLE TO I MI- ,;-'= QLAS S .=-. 36TOONS .65.0, -75J 70' 011, LOS 2 9/ir 1 DDLYIED 1 - I I'. I'. 3'. I " - r. . 3v, .10.0. -75.3 70* OR = 2 7/r 1 90LIED . 1 4, & 4*w 1 - &TIED W/r;g� & WINCIPAUT At OVEINAP & ADS OF PAM LENGTH UM 8=14�,$.S. M.S IPPANEL 10111�1:41,11JIWR-1-11111,11,1:6 ','N��i*,�-lli,;0:7.11�,�'Ifff7rwnw.!,i.w.�.,,,;_�i,�-i�,.,.Zi.:,I"I,R,7.1�.'4i'�lljj �' '� 1 W�;1-7,J!:�Pw�! OF I -11"W""I jo , I! - �Z�40,�;.EW2.11-m�"Lv-,...If.��'W�,m�$�W.1.1:1�Z��'mmt*.�;iljxmw�:,�4Wz,� � WAMPUM &SO. DESIGN WAMLN ANCHORS SVtM FOR I. 0. - 3 1/2' - I AmmucAnur TO p- I a A;; COMBINATION I WAXIMPLIM PANEL ,,,. 10 (M.) PRESSURE RATING (p.s.f.) TAPCONS I � I FMOAPAFE nWA.t W I FAIMMA1001E - w4marm �.' 70 MICRETE BLOM .0 CONCRETE TO TO - BLOCK To - 12, ./. 14 %/A 1 12' N/A ". N/A 1. , '. (TOP) It* ,.* 10. 1. I 1. 4. 5' 4* WT.DMI, W 1. i2' '. 1. 6' _ r '. ,;;��), +645.0. -75-3 N/A N/A N/A N/A "/A NIA 12 1/2' it' 7. (BOTTOM) 70" OR LESS 7' N/A 6 I,r2- N/A 4 12- N/A 1 4 1/2' . N/A 1 3' (TOP) - 11. N/A 12- I N/A 9 1/2- N/A I 2 1/2- 1 N/A I Y (BOTTOM) . W - N/A - 1 12' N/A 12, N/A 1 12- 1 N/A I .' (TOP) I r777 '. 1 12- 9 1/2- 2- i I it' I I i2. I w 1 4. (BOTTOMI A, UOTIED TO 56.0 P.t. Aso. BERGH PRESSURE RATING A SOL SIM X FOR ANCHOIS �M Ar SPACING FDA 96TNAA706 end WOW nVANE 811111DING. mkwtw mom SPACINGS AM �ft wx DISTANCE ARE POCATM ON ties SCHMILL IN lid. LESS THAN M"To ON SCIIEDALE REDUCE mom SPACwG By MULTIPLY" $1,wev's ON" SCHEDULE my THE FOLLOWING FACTORS. no to$ OPERATION 70 ME POSSIBLE, REDUCLE11 51MONG OOTARM USM FAMOR SMALL HOT ME LESS TWA ONWAN SPACING 0101,011110 FOR EACH ANCHOR TWE 0 ANCHORS UDOG 1, 11 TRIC 1/4'. RPM 1/4% PiwLbww I fewa 0 1/r. - ,"�. PLUS , 1 1/4'. I ---- Q%x`k I dIAL � whom, 00 3 3 3 I'n I .Ume 0= i= t w - - T I 3,/v . "K CA a RIAM I I !T �! I - I - I - -... . - - I 4/r I - - i r I Ibl I I I ,/r I - I I= I - I I=- r4l-�-e + RIVILOICS M. OW44U BETWEEN BOTTOM OF PANEL AND (Z) TO BE 1/2' I/2' V a. r fl-0 ++ Amuffs; M.. DISTANCE BETWEEN IOTTOM Of PANEL i 00 Q) YET W-. 3/is' 1 -13/16- 6L, M" LAR. LIFE SAFEIY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l') --- - - --- - - 15. 1 25� (MAL WIDTH) - . --- --- - - - - ---- 2�18r - - - . � - -- . I- 19y . 1��4*0-20-31-' - - ------ � � - , -.-- � -12-W (E"MIK WIDTH)- - - - - - I - T: - �r - .750'-, S sm W&MM -,a ANGLE 0 6 114 � FL- , - - - - a 1/., (TYP) -- - -374�-- .,25"-- : 7 -)" '.250, � Olt* =C)L .ias' .w. . � ,-;�- - 1,3P. - - I-Isw-- - 13?0' - , - ;,.sad - 00* I 11, I law " W Sw* , I . I I I I -� - - .. [- - am. ' - 9 * - I - 150.� , � , � T . - +i -� ?I 0.024' ON. * I PIS ,'� 3,37S* - - 1167' I I 12 h -'� i Gem. i HEMMED I < . - , � , EDGE // *am . 11, I . I .am" - - D '� F I'vir L --�--�. , GRAM So 2.125' �� . I I . -j _J A.. I - 0- - 7-1 -- �" - DETAIL A 4w - -.6.4 ------- � -- I L .3;5* Im.) (TV) (T) I- - I --1.350- - DETAIL I PAMMS SNALL ME INITALLIED AUIAYS - 2�307* - - � FROM LEFT 70 rAW W/ 1/2' I= (�) 'H' NEAW (�) -r TRACK (�) ANGLE wrTH sw AT DO AT LEFT SM OF PAM Tw TOP 1D)GE ,---' >- � -, . OF PANILL 0.024' (At..) - - GALVANIZED STEEL Avift S END Up --� �1- --270' 7 X--�. - I W1 NVIIIINED FDIW �,� I . - PANEL I � . �� I I,- - - . � I , .� .. ,3r, 9.270'_, - - 11 , 1�' I - I - I - I r ----r. - ?Do- G. I 7 � - f 11� ...� 37 0250`0 - --- 1 7-�, -- I -I , , 'ri - -62w* I -or I � . - -- - 2.521-- . . llr"""� - - I - I 'j - ,-, 0427w 1 -(05 OR (!� 2.250' - ! I iij -0j, -�w - . - ISOMETRIC VION DETAIL A 4 1 270'-!WWL . 1, .1 -937- � I , alon, I .w'l 0 ENDS OF PANECS � -- ROUNDIVID CORN" I - Ab, .00* .�, - - I .125' M UP W/ WhIMED EDGE. I ' r-2-378* - (N.7,S) 375* wp 90110M RZrA&J I 7 2.300* 1 M. KEY HOLE WASHER _ IDGE OF PANEL .094* CITP.) f3-+. (�) 3iOS-HI54 ALUM ALLOY (�) KEY HOLE AT PANEL I - --* - - . I 3.750* 072' ' 2-124* v SEE SHEET 6 FOR APORTONAL __ I jw - .81,3' LOOM" F SUEEY1 UDwTI` IS I V. I .09'. . , - -1 I - - 125' ONLY WOO FOR INSIA"TIONI end . - R 13r WOOD STRUCTURES (�) =M-2 � 1,250' I .375' Ma. UNGTH I , ,1' - - -- I L-2.ow - - 2.0:w 3.7w '�' - 193- L � 2.000 '.. mow, 1 I . 0 125� - .- 2�54!1* -- -- 1m,118 . - ..05010 1 (TYP.), I 750 . .250-' =======-4 0) (�) REV. 'N" HEADER (�) *U* HEADER I I-L I ITYP) ----- --I' ON M 5* U. -- . I -- 2.000- -- @ SLEEVE J' MA)L I ANGLE LENGTH 0 (@ 0 'J' TRACK @ PANEL HANGE ' , " -, - - 3.000, .- - MOI-15 ALLOr I *114 "' .�74- 1:584. . �7--Roo` /..,o � " ,5. � .. 14., (I 1/4- W1QQ I * I ..... I 7 .... (USE ONLY FOR E-Z HANG STORM PANEL . . . . - I . I- f !!;i� .7N�,\-e. -. r 1,3w- M'- - �50 7-_. - - --'-275- .wr \)C.EN,j�.' .t, - i I ,m-- .. .. I % SYSTEM) GM-TS ALUM, ALLOY I 1.1 -;� �-- -- ;I. � - .4- -,�-. E .:: No. 44187 . 1 FLORIDA BUILDING CODE (No,n High Velocity HU arm Zone) - ' � O"', I , � - z*. ; er - * 171. 1�-A (Iw�-' t 27,.,'trN i23* ;�.'1�. T . E I ` MI 24 CAM GALLPANM STEEL STORM PANEL I ? I '. ' F **, t A 0�� f - , am - ., . ' ` ... �' 0 , , I I=; I '��---- F � I - 21w- -- _ . SEE SECTORS - - - - .2.w. 7 1%. i i MIN �tE _ -- ' *._�# I, A- -- - , F Ild E C 0 I., \ GLOBAL PROTECTM PRODUCTS. LLC .= &w. 5, S"w �100 0 30�� / .". OW.L 11. X- - / , . '-- -'t"e- - - mHowi. mowit-me. rm .9.!: . - . = -, =--Tj @ BUILD -OUT Or (9 RUILD-OUT 'F' TRACK @ & (P) WASHERIED WINGNUT a-019011711 -.1 - 1-1-mm TRACK ANGLE QAMPAC 3 ALLOY) WIL I ,=A TLUT J,- PX --I- I I INSTALLATION DEIAILS FOR SERIES 2000 & 1000 F.-Z HANG STORM PANEL In INTO EXISTING WOOD STRUCTURES 11 I � -t- � 1� ::. 1/4-0 LAG SCREWS 6 I- OC W/ - i - T77t- - , �7 - v... LAG Somers e � . �. � '/2. .. T"REww 'EhEmna, I j . E.5-G WOOD .EADIER . . � ! = 2*., imow ,/.-. 'Ac saw" e ii. Oc */ . I I 6* ox. */ �, � - � . -- !, � . - I , , , I i/2' im, THREADED PENVIIATioN � � � . FLAT OR CDOE . I ; I � MRADED Ptwrw1ww - , . W/7* . EIIISTIPHI WOOD - I , I -M D�� WOW .EADM ,. I I z ) - 5...s. I ' I --<AD I. I-, "I 11 �L, -� i I ^ - I ! 11 , , - 'us I . I I - � 6 EA END Ora) �' L " , I 411 1--, G -4-, 4 v-%V�;g_ j@c-c #14.1"sMS " 4 ` " I 'A " AW.- ,� :161 . 11 - I " . I . - - - 0 1, w , " " 'I . I -� mi mr a � " . I . , � 11 ,:LL , " '. i� I �11 / � C- ft4.1' S-!L . , .- R 'i Lvcwvs e 5, cc -11 I � . I - 't, -. *11* .j � I ,--- '*I - � � I . % . "4pl� * I I I , ,� q. -,.-y,-- ... � . TINKAM "o"I'a' I , = * FA END o, @ r I I I � 1 :1 ir - i .m .s. / TO EXiSTING j "/e*.3/32, 's � ,mwr � I Ism ov-Pi. ,/2- & ) Wood �EADER , - - PKIIIE-1A.- T �T 1 � � of rvoingi) rryp) .� . 1 . . - . I I , 15EE OICTAL 1/24 # C�L J, T- -, Lt 5 I � 10 I I 5 3/w N- � WAr7 4 C.t if,mm'. 5.6s ; I I � L NOR-14- . - I - I- figm, I ;I- ,, - ,� . i e wivietam om- Ewj" W & Ek CHO OF 9) I I : .- I �, - - WOW HEADER � ma�- (TO) 7 C- , i I - - - - 8 . - (SU OVAIL 112. 6 I I REOLIXIM . I 'A N=.) -- - i -10 g -- . -N. 17 ER REG I - - I . - *Mo HEAD .J."to I z,.-.�(. , i - i . I I T 1/w um,' . v.,.�Iw/C L , - 2 LIP'. I - W. SCREW V : . w I N 9 7/r..3/32 I I - To GLASS : as --;/27�%"�/32- It `o,-,�-, - I 'a -- - . i sEPNPMI� - w0a; NUT 0 1 - ,/. 2 A :v .2, 01 I a L� N .0 CPOV� OWRLW , ,,, - 1 I MARY &A 0. v - i -u"Z 2 K`N . i To � 1 1/1'-20.3/.' - x"', � i 9 up I - L/z�SA.-/ � 4 I f � - - - 1 I ,.� -2 ii/w " """'-:",/" - /11 uw � ! Ig ; i TO MASS i ViDn' OVERLAP 9 EVERY "e , L, I � � - ! , . , - , i I i A , . f . - - -- , 41 I -L- - --j- - d ; 11 I I I i 1; I I I , # ;w :- I - I . . I I I I I I .. .. � I I - - '§ I� ' -11 - . I i 1 i -1 I., -1 o , , , " , , I � '� . . , : � ___j___j , J =-:�= 4. III I I I g , !I I - - , I I � . ! � , I , 7 i- 4:� I I i�? �� - . . - - , � It I I i�,-,�.=z I If I I ' [. "14- �' I , .. I I , . - - I : )�- I ,� 11 . . ii - -1 --- -,-, j T I I I �' - � 1 I i I � N I ] � 211. . - -- -I _ � - _ I . -lz - - ", " 1 4'8 PML.AlAft FINAL. IC k - 1 SP� I 4 - 1 , , - -D W -- - s , �, ( ; � I - -1 *11 � S1 -ym 31 . _ - i I - , -- I .. 7 3-/ -5 I /=III= - NOTE . - - - � . ,V""*.��-,*M. - 1A INE'DR) - pawft-W&O i2 1/2- 0C - -aI 'L L I I I .. I sa 5�1w"Wow, 1. 11 2 -11 ,� - �, !I �� & mi,, � � a � -�.-, V�. . - =j2krm,1' rM , �.l N . L , I I ,�- , It "Eat"t-D - �,� " ISMS "M CW FLAT OR Ok Em 1. , �, � , , W.W.'NOM 'A BDC*) -�� , � �� JN.3/." M-S W/ 7/11%)/32- - I mt.�--_ =Ew,ftmwe L�n ,v. SEP '000 I G j I I OmP,t 7* cc I&= - :14'. 00; SCREWS 0 = \� 1/2' 44. DIRIADVID T�, ., - I /.,. PAG SCRVIVS & 6' oc, vr/ =121R,mumb I . �/�g. -w,m Kw.v. ALTERNATIVE 2"w ,4'&�" OF PLATT FLAT 00 04 tou . � 10 , "000 FLAT OR ok (DOE SCALE 1/4'* I -R - M* " I . PUPIT RELIN" .., - -- ALTE NATIVE 11"IN � � SCALE 1/0.1- .1 I � Bull ING , � I FLQOR IjW bmw ]' MOM&. � UMIOMNG ALTERNATNE 4"w t PIPSTALLATIONS ARE MY VALID FOR BURDINGS WITH ASD DESPG� LOADS . 10 ic � -- .M.01111,,% scAuE 1/.-.I- va I 'A . WIRMATM 3..w +G&d -75 3 pe AND PANa's LENGTH UP To T-104 '. , - - R- , ,00, 2 FOR NEW *ODD FRAME CONSITIVoTO, WODD INEWERTIS To BE SoUTKRN � , � . ; -§..�:.Nl 11 -1. 1/1. It, - " ` �� NIAL, �PhE No. 7 W/ SPECIFIC OEKSITY OF 0.56 OR rai� " - --- I CEN ..� - ,�# .-* \� - e - S I I r z F BUILD114G CODE (High Vol"ity Hu can. Zone), - ma" "' F. .." ,LORIDA . I : No. 4 . - .2m "O'Loi" - 1P `M`LL cT� 1. TRAC . - PAM# AT W AS = *; - * �z 20 GAGE GAILIPANIZED STEEL STORM PANEL , I Sff SZt'=TW�':�SETAoUUMffloVAkWrr5ft�M�§:�2F BISEC OPP =- : I I . ,- - � �wo 0. 2000 wmvp"" -- -1 1. - FOFt- . !TA � S _ -� � GLOBAL PROTECTION PRODUCTS, U.C. "I"U"a" aot - S '-�..,e ID ' - I. m. csa-L ol,.P� �0 �I,4 ALTERNATIVE TOP HEADER .... .. x-511=016 ... .. mmac ... 3 view . . . . . . . . . .. , I,MV`[. `L. "I - -117��Jtlm _Z=-".11" Im-�, I- 20-176 i�� ", " t1S*U1a�AWMwV1A1t*LmAY1011N1 IF CoMah"d 14 "N' C t t"", 2N I Top I-- WAI zwL ,/4. 11,,� - ,,,, - --I/- - .... C.-owile !tli - n.1 - i-. oftimem; ft, .. swmul nthc-s-w- sl-awN I`00 cLARY, - - - PIE 1- - - 1 � vicinawn - nx:�� I � - . - .1 1 - I 11. -. - I- -A -- I SINPQLF PANFIS(b UNMZMMM WITH TRAM It Olt (i) * MAXIMUM PANEL LENGTH *L+" OR *L-" (ft.) 0 MA)O1wUM A.S.0, OESISM PRESSURE RATING (p,41.) (4 PPt -) 1 CONCRETE & WOW INSTALLATIONS t L+ 16� - 2416 f2"-V' W-0- Sao w-O' W-a* � jaO I I'-#* --io:--9- J&O to�10- tii---w 400 to. -I. --i;- -- d- 45.0 9. . �-fir W-9- -- 5io- - - 9--t- - Mo - - 8�r ---a.-4-- d'-01 - -- -- - - -1111* - i;L5- no .-- -- or-j* -- !�� r-r -- --- - r-71 - � r-4, -7-r- -- ;io- 7*-Sl 81-10, Rao Y*-2*- 91-71 &SO I.-,. 61-5* -.- oo,a drr:;;- 6--r 0 a'-P' I &'-a* FOD'a 8,-5, 5'-It' ,05.0 a'-Jl V-2, f)O.o - S,-7- I $ISO - - 51-6* I Five - :N1,11W."Nillkilm i-,,jl: "W,w . , , . !I.;1i j11;wiq7�-.L=t13vI�wvvI w-Kjr-1.=MA k -E w Iffir poll/4, 3/4, 4/5. 5/5 & 6/5 WIG, 2W/G. 3W/7 & 4W/7 -- -- - - - 3' MAX_ I* wIAL 0 6 - r T I- �-- r I r -I- 1 - - - I- � - 7 -F- -r T t --jr-T--T-r--r--i--r-r- I 41 DIRECT MOUNTED ALJAQL� - , I MAXIMUM PANEL LENGTH "L+* OR *L-" (ft.) 0 DES" PRESSURE RATING (P.m 0 I+ - -) CONCRETE a INSTA41ATIONS t - ----��O 25.0 ps'-fa, )f'-7* 1 JOLO it'-$' Pol-r 330 ur-jo, t'-f' 40.0 9,-4* 9*-21 - 43.0 - - - - - s ox- - - ,.-I. - -07--r- 8--r - -41�_-i; -- - .-- Sao - - 8,-r * -a,- O *- ?*-91 - - i4o - - -W-. a- - es.0 r-r-. --7,-S- - ��--Z�- 0--yr. -- -- Wo- 710 - 71-2* - 61-8* - 8110 7*-o* 6*-5* Mo 1-,. 6.-3. - 90.0 --- or-ir -- 07--1- 910 I r-7. I 5--to- '00,0 " -J* ", S' r road V-5, w-4, F10.0 I - ,-,. - f 110 - ..-iO*- 1 10,6 - ,.-, MINS" SEPARATION TO GLASS SCHEDULE MAXIMUM PAM! UDIGN woo SPEED 4 170 .,* " WIND SPM > 170 ..I,.#, 00 _ ____ I RESTRAINED UASICSTRAPIED 11113TRUNIM 30 on LESS I' '. 6- B 1/4- >u To go I 1. I. 7 1/2- 7 Ilr �90 to 145 '. 1. 7 I/2'_ 7 I/r >145 TO I I" I' - - UINIULIM PANEL LrMM (in) FM A OWN MOUNTING CONDITION TOP DIRECT 1. .U. 1.50PI1.51 "U" Ir 'r TMAC. ILMD-00 'r TIVICK BOTTOM MOUNT ; HEADER - ARGUE I - ..;-M -= - - I owzy MOUNT 48' i 1 32* 1. '. w '. SO. Qj) I ISNI.5- SIT ANGLE 1. 1. 1. U. 42' '. 38* 55* '. 32- 1 42' 67- A .r "A �CK ANDUE I !�� 50. 1 32. 32' i 38' Go. I I 50- 1 32' t'. ! YPA- 60' 2/4 L- 4 a - 13: "A" -- - - -- smirs 2. to am -- MIN - ----- -- - W-uor`15 - i H 11 'i I I il i I ! 1", �. I I ! � � J --- - -1 t I I -1 I . 11 - I ] .�. � It " . �- 1 -I- -- 8 I , - -- - I - 1-1-11 1 -- v - I - - i , 1 17 ,�, ; I I . . � i-- [� - i - ,@h - � - L � - I :1 I � - 1 � - � - -' 0 ' SOLTED P%1TSPPW,Pd40 , W � . / . , W I P I I I - ls- V'S � , OVERLAP � 114V - T(SEEIONS I APPLICABLE) I I (SEE SECTIONS AS APPUCA04 , I . 1 1 . I I i I 11 i 1 1 ii I I i I I I I 1 i � I I I ., �L . 1 1 1 : . ! i I . 0 1 1 i � � , I j I I ; i I I ! i I I . I , ' ! I ; I i I I I I I 1 L ; i - - i I D.M..O. (�)- I ;I i - I I ! I I 1 - - - I L- - - i , �-� L I - Ll! - i . Iiii 1 1 i .I - ,-. . I Ili " 7 @ O'g- - 1 46 - - s. . - I* ON � v; I' ON. : 2/4 1/4. 3/4, 4/5, �/5 & i 1* 1*111116. 2WIG, 3W/7 & 4W/7 :- - - ----- Amcmotts (SEE sc"Eouit ON smerrs 9. to &I 0 - � - In ELEVATIObt L6871 N.T.S. 1/4' M.. GAP 11 (OIL mail±_ -I wim wury) I � - 10 SECTION A -A 1 - - * (D , N.T.S. 0) L+ MIAXAAAM AUDWAKE PNIEL LOOM FOR A CWEIM POS1111K &Sa DESIGN LOW. L MAX ALLOWABLE POR LENGTH FOR A OVEN NEGAY ASS, DV11QM LOAD. (2) PROCEDURE TO DEWWC MAMN PANEL UENUft GIVEN A POSITIVE OLS1. DESIGN LOW DETERMINE WXMLN PANEL LENGTH %4' FROM SCHEDULE I T WVALLATIMS INTO WOOD ARE UOTED TO t 95 jLLL MAX PASO- DESIGN PRESSURE RATING I . I P" -. . LW�11W%V11% FLORIDA BUILDING CODE (Non High voloetty, HU cam Zone) . . : * . , , � 1. .. ... . . , . . . II .441 7 I * -11� I qTE or . -� IRMA...- 'u, wl�-;.- - eam TIL"M INC -=- III., � Z�Talff C 0. : 11 GAGE MVANZID STEEL STORM PANEL I "I I OWN w PROTECTION PRODUCTS, LLC i AMC ", 51 snw oil'.'. IL 3"HP FICINE, M-)M-?"& r- ""_ - "'"' ""' ��- . - 1* - I-- SzFr-u- - � am - 20-175 .4 ,He Nil GENERAL NOTES (C) 19-1.413awliffaw-APIL. 1, STOW PANEL S40WN ON THIS PRODUCT MUAMON DOCUMENT (P EX.) HAS KEN VERIFIED FOR CON C PUAMCE CA AC ORDANCE '/'-# "APCON ANCT� AS ~Ar'URED By ILI W 8 LOEX, INC WITH ME 2020 (Ith EDITION) OF THE rLDROk WLJXNG CODE THIS STORPI PANEL SHALL HOT BE INSTALLED At HIGH - #14- III PANEUIAATIE FEMALE K) AND PANIELVAIIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VEILOCCTY HURWAK ZONES (mLvm-a4DE / IFFMARD COUww5) - ,/4'# LAG SCREWS PER NO.& DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I NO OF ME ASIM ME)PITIONEE) CODE FOR A BASIC WIND - 7/16'0 . 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SMIN. BOLI It SPECIALTY CO I SPEED AS REOUIRED BY THE "ISDICTION WHERE STORM PAWL WILL BE INSIALUM. AM FOR A DIREC711IONALM FACTOR 9�- KO-G.a3, USING ASCL 7-15 AND SMALL NO EXCEED THE MUMM CASLO) DESIGN PRESSURE RATINGS thoiCATED ON SHEETS C 1) MMWM THREADED PENETRATION WtO WOOD OF 7APCON ANCHORS SHAII BE 1 1/2* AM 2' FOR ELCO PANELVATE PLUS 3. 0 MRU 12 & 17, 40 AND PANCLUNJE FEMALE 0 IN ORDER TO VERAY THE ABOVE CONEXTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRS7 -1 REDUCED To A.SZ DESIGN PRESSURE RAIIING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (ALS 0 ) CI) 60NIMUM THREADED PENETRATION Of LAG SCREW. INTO THE VIEM FRAME UNIT SHALL BE I 1/2- NO MIWADED DES" PRESSURE RATINGS INDICILITED ON SHEETS 1. 9 MRIJ 12 It 17. 10 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION IN ORDER TO VERIFY MA ANCHORS ON T I . WERE "07 , A 3M INCREASE IN AU OWALL ' STRESS FOR AZA, VIAMrZ SPACING I C,3) MINIMUM EDGE OISTANCE OF LAG SCRM, INTO WOW SHALL BE AS WL*rATED IN THIS DRAWING RW LOADS WAS IMMU USED IN MAL .ODD .AS BEEN tIETMMM IN ACCORDANCE WITH N,O.S. 2018. STDRM PANEL'S ADEQUACY FOR IMPACT AND WOO RESISTANCE HAS BEEN VERWIED IN ACCORDANCE WITH SECTION 1609.11 OF CA MINIMUM PENETRATIC" OF WOW BUSHMC SHALL BE 5 6 1/4' 0-20 SCREWS USED SHALL BE i 1/2' LONG MNUUM THE ABOVI MENTIONED CODE AS PER AMERICAN TEST LOS OF SOUTH FLORIDA REFORM #0111401-01 AND #021902-09, AS SHOULD STUCCO EXIST, AM " LUMMUM FOR WAPLLS WMI No STUCWL PER SSTO 12-" & ASTM E 33D-02 STANDARDS. AND AMERICAN I 1-10 AS M - TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C 5) Ph CASE THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD 9301us BE FOUND ON THE CXISTIhC FLORIDA WK004 CODE WALL, ANCHORS 94ALL BE LONG ENOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MIENTONED IN C 1). C 2) J, C.4) . 2L ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHEROSE NOTED) SEE g4m. 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICAAMNS OF THE AKHOR*S MANUFACTURER I 3 ALL ALLIONUM SKE1 MFt4 USED AT CLOSURES SHALL HAVE 3105-MI& ALLOY I PANELS MAY ALSO BE WSTAL.LED HORIZONTALLY FOLLOWING INSTALLATION DETAJILS SHOWN ON SECTION I MPOLIG" 6 (SHEETS 4 4� 4 ALI STEEL SHED METAL PANELS SOIALL "A'4 SMXnJW QUAUTY STEEL ASTU A-653 GRADE 80 MINIMUM. G-80 GALVANIZED THROUCH 5) FXCM TI4AT HEADERS Q * (D SHALL Not BE USED r- STEEL UESIGNAIION WIFY- 12 2 1,a (AFTER ROLLED) 9 iT SKALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCrURE WHERE SHUTIER T -4 -!;� 5L ALL SCREWS TO BE STA"MS STEEL 304 OFT 316 AM SERIES OR CORROSION RESISTANT C"TED CARBON STEEL AS PER DIN ATYACHED TO INSURE PROPER ANCHORAGE THIS SHIM" SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD '.. wILDINGS. TENG ND ENIL HA COMPLY W/ FLORIDA BUILDING CODE SECTION ..; 241113.4 10 EACH REG" STORM PANEL WMI LENGTHS OYER W. AS PER SECTIONS 1. 2. 4. 5. 6 AND ALTERPATWS IW, 3W & 4W 11 6 SHEETS 4. 5, 6 & 7 RESPECTIVELY SRALL, HAVE A LEGIBILE AND READILY VISIBILE MARKING tNSMUCW DRINEP? OR TENA1qT To BOLTS TO BE ASTM A-307 CALVAIAZED SIUL OR AISI 304 SERIES STAINUESS StEFL IMFM 36 km MINIMUM YIELD STRENGTH SECURE PANELS WIM APPLICABLE RENrORCIMENT DURING KRICOS OF HURRICANE WARNING. .. ? . 7 ANCHDRS 10 W41 SHALL BE AS FOLLOWS- 11. rK INStALIATION CONTRACTOR is TO SM/CAUL9 ALI. SHUTTER COM-OWNI EDGES WIWCH REMAIN IN CONTINUOUS CONIACI . THE BUILDING TO PREVEW WPO/RAIN VORLISION Q11 (A) .21-JUA . * t/4-0 TAPCON ANCHORS AS MANUFACTURED BY I I* BUjLDEX. iNC (144ft V-3192 PIL.) 12 STORM PANEL INSTALLATTON SHALL COMFFLY WITH SPECS INUICATED N THIS DRAWING PLUS ANY BLPIPLOING AND ZONING .,_� S - PROVIDED ET THE JURISDICTION WHERE PEROT is APPLIED T 1/4' 0 . 7/5' CALK -IN ANCHORS, AS ]MANUFACTURED Ay DENALI INC _ 0 - 1/4*0 . 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED ffy ALI POW SCRES', DOLT & SPECIALTY CO ( F3000 P�* 11 (1) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY MIS CHOKER is GENERIC AMC DOES NOT PROYID, ... IMP, 1. A 111r. SPECIFIC PROJECT. ,-e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P E D - #I 4 -To PANCUMATE �DMAIJE & PAINEUMOTE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS, 0 - 1/4-0 ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DEWALI, INC (b) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFr SAM OF Mrs PRODUC/T AT) ONAMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED Commm 94AU Of I A/4'. 2- FOR ELCO PAVELMATE AND BASII0 ON THIS RE 0 PROVIDED fq/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAPH10 ON THIS M#CU1dENT CONSTRUCTION SAFETY AT SfTE IS THE CONTRACTOWS RESPONSOUty 4 3/4' FOR 2AAWAC MARIN ANCHORS &2) CALX-04 & SOM-30 WHORS SHALL EK EMBEDDED 1/8' W410 THE POURED CONCRETE NO EIPIRED" INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INNALO IF MPOO,F�M STUCCO SHALL BE PERIMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MOWN SHOku STUCCO EXIST, (4) SITE SPECIFIC PROACTS SHALL BE PREPARED Eh A FIDRYOA REGISTERED ENGINEER OR ARCHITELI WHICH WILL BECOME THE AND I' MINIMUM FOR IMAULS WITH NO STUCCO. A04D MAX BE HEADED SCREWS OR ALL THREADED SCREW$ w1O HEAD. DQAEER OF RECORD (E U.R ) FOR THE PROJECT AM WHO *ILL BE RESPONSIBLE FOR THE BUT WrT1q WNC NUTS PROPER USE OF THE P E 0 ENGAKER OF RECORD. ACtWG AS A DELEGATED ENGINEER to THE P E,D ENCANUN, SHAI� SUBMIT -to -WIS LATTER THE SIME SPECIFIC CRAWINCS FOR REVIEW A-3) N CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS WE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SH41 BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS (a) THIS P,E-O SHALL BEM THE VAT'E AND O"INAL 5EAL ANO, SnWTURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED MI A 1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT (a) I Ik SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY I I W BUILM. INC. PANEL 94LMEA IN ACCORDANCE WITH SECTION M9.9.2 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING UMKUW, TO COMPLY WIM SECTION I7099.3 ol ME 1/4- 0 . 7/5* CALX-IN MACHORS, AS MANUFACrURED BY DFWALI. INC FLORIDA BUILDING CODE : 1/4'0 X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SftaALTy co - If 1 4- 1 0 PANELMATE FEMALE 0 AND PANUMATE PLUS ANCHORS. AS MANUFACIIIIIIED In' ELOG CONSTRUCTION P 'Ittitut - 1/4 . 0 ZMAAC NAPUN MC14ORS. AS MANUFACTURED BY DEWALI. INC � A I ,tv�..; ... . .... 5F .I.. ;r 99 MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAINEIMPATES AND ZAMPAC NAIL04 ANCHOR. INTO ME \�PCEIV %� FLORIDA BUILDING CODE High Velocity Zone), . . I (Non cone BLOCK UNIT SHALL BE 1 t/4- . - ' -- " 'AIMPI, "Ll= w 11. , . 9.2) CALK -Ph & SOUD-SET ANCHORS SKNLL BE EMBEDDED 7/r INTO THE CONCRETE BLOCK UWT� M 7 . 24 GAGE GALVANIZED STEEL STORM PANEL DROP, r rc - ,*rNQ,44 STUCCO SHALL BE PERMITTED 1/4- 020 SCREWS USED SHALL BE � 1/2- to% MiNINKM SHPOVLD to Dost. * ", . AND I' MINIMUM Fort WALLS Wff� NO STUCCO� -1 GLOBAL PROTECTION PRODUCTS. LLC. "'.n' ��Eco Z .. .. - .4101, S�. I Simon 6.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR 111000 BOARDS BE F'Oft - .11 mc.� �0 I - ----.- Tmmff� I =I. SUCH 9. - ,;� -Wm - - FT-- , 0')su� �Ai, (,)", 20-175 EXt"K WALL ANCHORS SHIALL BE LOW, ENOUGH TO REACH ME MAIN STRUCIURE BEHIND 4S;s;,;;;"-, "' --- ANCHORAGE 94ALL BE AS MENTIONED IN B.�) AND IN 62) - - itimmmmmi,. -"1"Iw1;W`+1""`1E --1 15.1 1 - I QP,,,,W,,,1. 00P I 1w ... -1 11 i I n&%DA I. I . . I F09 2 i i 1WImT1w1I11 INSTALLATION DETAILS FOR REGULAR PANEL rl) INTO POURED CONCRETE OR CONr,RETE BLOCK STRUCTURES CONCRETE -9ST=.w"ftx1`c`� VC401I.M."M � 4,- REQV*EO ... � ,11 I I 1. REOUIRM. 11 Z1,11 CONICREEM NX2$m ,*��- CONCRETE ANCHORS - 11 -- I ��11 I . -- , ��,, (SEE so : , (SEE SC'Em" Do# I HEDULE ON , �-', SHEETS 9 r"MOUGH TO) . SHEETS 9 THROUGH 10) ;-,� MSTING POURED, - S"A. . , OOWRETT OR , -- I -- 4) I - (1) Comostim KO;* 11 ,/PP�M,- -�f t�2 REOUIRED. -S ( 1/2' i/4- f- -- � -'/2' ; 1/4- 4) .w HOM) Imm's, � _ -- , a Ile cc - "�� . I - - , , I . , - I- - - , %kx I . . CONCRETE ANCHORS ..;41 �Ix --T-r I � � � . . '% . - 11 1-1 I I I - - - Lr z,, " L.P - I I SHEETS 9 TFIROUGH to) ��7- , I I 1� , I I . I I I - .�, . I I �11,�,�,-�,.-, ; 1 �fl- � . ; 1 (j) : .(I) (,---n..,,:" I 1 ' : : ,�,`, C, I I �11' o. I 1. - Z�--,O - -I- 0- - 11 1,1,:, i - , � --,/.-3w,- �� T- - ", ,�,O' F -t- Qgiil�o - -VLV?MIS W � IT - .&- ,�, I ! 11 SEPARMION .1 we , ! ' - i Offit no � mm� : F ---(,,`E" Sr,,.Z * U)m 00 r-In A I TO GLASS. /) . CAR r4n .DULE I V Mem. SEE SCHEDULE I 'a"M I : 92-cl ON SHEET 3) ; ' PANEL LENGTH *0 ON SHEET! 3) 1 1 * I (SEE SCHEDULE I �� 'L" is.. IMF. SEPARATION 'L, vim. I ON Stw 3) PANEL LENGTH -4 To GLASS, I PANI LENGTH CONCRrTt ANCHORS It, to L 111 -1 I (SEE SCHEDULE I (SEE SCWDULE - (SEE 904MAK (SEE SC ON , I I 11 i - I ON SHEET 3) I, a" V . , ON SHEET 3) SHEETS 0 THROWN IIV I . I F -_7,3) . - 11 I i --(T) 5ax. 01 1 .01 I � - I �� , �'... �'I. � - � =4 EPOSTIN i �, .- �, or "t -0 I , 1, � ., I t-, - 1 (w 1 vM 11 i sox GLASS -1 i ..�, ... �11. . z ". I - �-s '� �,:�,� . - , �� .. - L . I OF 'L I I ,,.,� " 1;; .� . : VAX - ; � �, ?�`, I - -Q"?; 10. `111�1'-, . . -� 1�� -�� ; ( T) I L ': I . I -� 2. I.- 1. : ' I � I ' , .1 - , , , , r r - r � I _ L, , I - .. I , � � 11 E . D. , i Co. :, ... I : ��' i . E.D, .. 1, �, 11 ... i 11 ,,;��,, ., I 1, ., , 11 , , � I � �,:16, � � . �. t� . , . ". I i L - I . �-,� " -1",-,. 0 ... �L: "? I i:* � -". � , , , , , I I I =&VEP 1 �� ., I I" 11-1/2' Or I , I (AS AMIGA", i 1� - wr - � WN .. - I .. , "I 6= �Nwem HIMI, ; I .1 I I CONCRETE BLOCK I OONCRETE ANCHORS - <.�,.� . I I - -1 I -to- 1/4"-M m SCREW on REQUIRED. (SEE SCHEDUI E , -- -- ,., 9,�- --to- ,' I , I I -'wt , - . tW &S, I&II. W/ PAR .I.., A P � TS 9 THAD : �L _, - -*,It G.C. ' SIMETS 9 THRO 0) . ' - - '. I, " ��, W/ (t ONLY 1101"EN L , _ � L . , a -ALIERNMIlE : ___� S., . , , r -IN 1� I LEG LOCATION .. . CALK . ". ..! EXISTING POURED CONCRETE , , . . 4) ARE USED 41; W/ WHEN OR CONCRETE BLOCK ALTERNATE CONCRET�_ --&?US,r*G CONCRETE PAINEUPUTIES REOUJREDL oht;rM ANCHORS BLOCK REQUIRED, CONCRETE ANCHORS - ARE USED. (SEE SCHEDULE ON STAGGERED W/ STO61 SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 0 THROUGH 10) BUILOT A111fiffM ING WALL MOUNiff WA&M , .),OECT MOUNT SCALE 3/6-1* SCALE 3/8-i' SCALE 3/8-1- 1 A ....... %. "', .... r 1: .. FLORIDA BUILDING CODE (Non High Velocityy Iff4u one Zone)l z : * �3000 MI= - 'J'. f :- 24 Gli GALVANW STEEL, STORM PANEL . . 0.44167 % I OWAN in , i - * .; * � ED. - EDGIE DISTANCE OF SECTXW S . - GLOBAL PROTECTION PRODUC`I% "/W/Mo (SEE SCHEDULE ON 1:= 4W CAN BE I -, ow S-W 5 vow U.C. ]PAIL SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY - ammi. FL 3301. 20-175 INSTALLATION- 1%, .... ..... r lr� ftias, (Miquin-".s. 'a ow)=� 41, - . - i - I owsm � ;, , MAP & ... p� . .1� N(v16m0R,/`aWM," c-ampts M*i Pw . OF Is - - nor" u. 4-167 1 , I 1". ; i i I I -I..-0 0) CD = W -Cu a) -Imma -0 > C-- 0 -Im-0 = 2 2 -0 1 a) 0-0 " = Cu -0 Q- . .a..'...., 0 0 .4.- Cn S? �Ika) -0 0 -0-0 0 0. o " - q CD C CL g -Y 3:: C .0 u- - Cu 0 ImI.- Cu r- > - .0 5 .P . a) a) Cn .6, am. I. J.0, ,� :E Cn ZO CU Cx x- Cu -#--a ,.C- % 's t ... 1 C'4 Im-- -0 . C C/) < I ca i,4 - - 0 %ji. 0�- � % g .;:- 0 cz .!$ CP ., C- �4 .% W W I CN. .,r- r- . 6 * !&7 � C, - lg� - --.T. ;-- I% ;; tr, -, .% �a .!� r , ,�- .- a is .; :;" go C2. r. S 415 CD 0 Mk- , 0 4 � z - INSTALLATION DETAILS FOR REGULAR PANEL J) INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURE -7, - - . -- I -1 INTO WOOD STRUCTURES � - - , � -7 "7--- 1. T - - - jj,- -1 --- - - I INSTALLATION DETAILS FOR REGULAR PANE01) INTO WOOD .1, . , �, � I I , . I SEPAmnow 01 - .�, , - - ALTERNATE CONCRETE - . � L� I �,, WOW ANC401RS . �. I . , : I I I - � - Y0 GLASS. , - -11 i I �, I , I I � ANCHORS "CATON � , � ' , I �� I . -T�u SCHEDULE ON j , r (SEE SCHEDULE 1 I/...- I � I 1; . COW PE ANCHORS (11FE SCHEDULE ON � L . . 0 (4) 1/m*.-2ftI* ,,a* ( - -ALTERNATE LEG EXISTING POURED CONCRETE L . S4M I 1) . 310P.&N, a" I ON SHEET 3) 4 - V.*. 4 W W ,,r I -,7 - --- - , - - �- . LOCATION (SEE: 11EM I*- - EXISTING POURED COMCRM_ gem 9 MeouGH 10) , L' . . . . I , 4 , . ,/.- cc L - - - �� I I-.'- Wmihhs, KAM 1jE�j)Wr3%CrW_ , . . � - - OR CONCRETE BLOCk .. " I -1 �, I --- --- -TIA - -- �7?r,--j Low-ovi,7-n ADEQUACY OF EXISTING WOOD ,. " . ,-z ------------ �, � 94EM 9 Tmw" 10 Oft CONCRETE BLOCK : REQUIRED. I I . , -1 I I I . Cn mmilmimmill' , REQUIRED. *+ ACHORS N.11-�,, 1 I . � , :� 11 I �! � -- - -; I � I- - 1, .- .. - I *L* Al.. OEM TO BE CERTIFIED By - 'Ell- ' -EA ,- . . - - i � , , -WORNATE LEG CRETE , I . L, I 1 4 - , EXISTING 1 PANEL LENGTH WGISTIEREID EMINEER OR , , I . - � , -- - -1E.O. WOW HEAM , �� . � , Iz 1 1 , � ; I 1� - ;i: " REQUIRED --- - w- . . 'L - 11) WOOD ANCHORS ___ I � L "I (SEE SCHEDULE ARCH111LCj PRIOR TO SHUTTER � , 'L� L 1 1 ,, " - . I : 9= =014fb I � COW � '7 KN � , . 0 a) - "'" So"= ON _�,� " t, - , r SHEETS 9 TRIM4wicir".1�, 02 1 . i ISM SCHEDULE ON I L I . I q- ; - -- y0l� -- " ON SHErF I - � �,,�", (SEE , . I 1'. - L. I I - INSTALLATION. , ", /�. ` . � - I I . 1 1/4- 1 r- - . 1 � vM. ANC. ALTERNATE . AIPIC� Wz-- 7 � I* �� - CD a) - - I - - - SHEET I 1) SPACEIR e - 7 , ah - .-.-- � ; . I " we"u, W" ' , p I ; 1, I k - r-I-W71 Sox. i�w I 1) (SEE SCHEDULE ON I 1- ==--v � � �-, ". . � �,-' qx so" on - __;Ir I � �c MAII. v 6arm 0 SHEET I 1) -EO-�-EO- - , IS " ./ .0 I= ... 40, � W. I I 1-11 - -- - I I - ft- - - . . an movot6w 9P i,/2' I , , .1 -e �, F/P - --- A, , . . .. - )I/4* ,� L L L � 0 p L-----Ji I � . '. .. - i , �-- I a ,2 .1r .z pf. ,-�� -� � - ,/. -., ". " ./ � � - MAX. I" I -j I - =-- q) J- , . . I I 1 I I MAX. " - -I -MM ,- LL I CONCRETE ANCHORS ,;g� I ; - 11 � -- I WOOD HEADER .1 ,of I I -- -11111 96, - I I il -,. - -- �,!, 0 12 I/r O.0 22 `," -1 z' - -. - I �- - [I �;, ., . ,",ii'. : [ 0 1 - -- - -- . . . I .1 :::: . I I 2 1 MAX WOOD HEADER I -- . REQUIRED I (ME SCHEDULE ON . . ; . , v it r 1 L'� 4F =*= j 1/2 - -.1 Iff -,-- - - - - � i I i x w I - _ L. _� - I - 11 -- I � -- - -- - -- I -6-0 . _� . _� i 4 i 1^10-3011m`* _ � - � ---- :::: -- - - 1-11 REOUIRED 111 U) _ . _ . SHEETS 9 NRDUGH 10) S�r N[Aa WOU" - - I . . . L � - , j I .1 - . rff- : T-�- - T � � ; - - itz I I , , , 'L` M- _ :: I f I , I I - I .I VI% -L, I.- - -ORRIMBRIP : (�Y- I � , 0, I , r I , "I'll I ! . - -� * . . i � 6,/4 .. I . j - PANEL LENGTH 1 I WOOD ANCHORS ---- I �, : ��,;LI�1111�, , : (SEE SCHEDULE ; , :; = i - - .�� I 1� �0 ,'.; i N - -- i----- , = , ! , , ED � i I 1,, , I : 11 I L &" MO. LONG ALUMINUM SPACERS 0 12 1/2- 1 (SEE SCMEDULE ON - 1 12- 1 01 ; LLLL I . D.C. (SEE TABLE 11 ON SHEET 11.) SHEET I 1) W. � � I Mi. I ", I I 0111�. I I . . I i , , =) CIO - I SEPAOT04 I I SEPARATION � 1 /2- LOW SLEEVES. - min. i I 31E)p : I (� 1�""' ': a . . 0 . i - q) 1. SEE NOTE - BELOW FOR LIMITATIONS FOR I W� L : - C 11 4 "I'll " LLL I -10 I t r- To GLASS. _ "L* WAX. 1. III '. I I I i a -1) > I .1", f , I �� , - i PANEL LENGTH I PANEL "LEW* 111 t - - i:.,�ZR TO MASS I ON SHEETS I (SEE . -r I=. - I vm � I . - ON SHEET 3) Is. 9.76 w I I ON SHEII 31 1 ON SHEET 3) . . - PANEL (MATE FEMALE ID OR PANEL MATE I ON SHEET 3) 1 ,, GLASS. I I (SEE SICHED .. .a�q : � a 1% I I I I A, a�o , tr Fz E�LION TO wX11") --r,. OLE ON ; �'. i 'a OLAM, I ON so 3) 4 ,; I : I §1 PLUS SEE SCHEDULE ON SHEET 11) I - I -- I I - - 0 . , , -y- � I I I I Vol � OJK FOR NO Ir ISET SCHUMA1 ON SHEET 3) "/...- L.- : - " . - - *t' LAW., SHEET 31 1 . I -, . r-0) 'L' MAX I - - - - : . . v MAX ; W.. r I t (SEE SCHEDULE I - , - lit I - - (w " Pon (SIT SCHEDULE I ON SHEET 3) A 11 � . - I PANEL LENGTH ; UMN ciat ?-,11 ON SHEET 3) " -1 ON SHEET 3) GLASS -4 . GLASS SEE SCHEDULE L PLATE REOUIRED . (SEE SCHEDULE :X0 .. .,SWH � I .D!q TO SS. . ') ; I , ; : 01 --.- ,r_____ - - - -i - -I---- - ON SHEET 3) = I - i - ' PANEL UNUTH 'I, Mcm. I ,� - - ;1 4 =M.z2%, ,L. 11 PANEL L94M /) I L , I M... I . I , 4 I I (SEE SCHEDULE I IV 1`1 '�� I I , I .i. 9 I i I , ! A, 1.0 o- I - L I f =r`.) PANEL LENGTH I � I EXISTING 1 1 =4=11-n EXISTING __� STEP 2', raspel� I ,= A- 111001D I , I I SCHEDULE I_ - - �� -- -1 � . .,-- -- ----- T-- - - I T1 I I ON 502 1 Jr- - I I I I - - - L ' - * # ALTERKMIE W - I ! - - -N. - I - GLA : OF 'L* ,� q) OF 'L . I 4 - L -I" - . I- . i I -- - -- -I < i(SEE I - T I - �--- 4k -- ----- ] - -- I : I I P. I ON SHEET 3) - I DIRECT MOUNT W/ SPACER lb 0 0- I SHEET 3) , -� . I-- I U) I li'�'- .." �,.�,-----,'.', -,��,� �g,�'11'�/`, I i . -- C54 SCALE 3/8-,* 11 I " I I MAX ", I,` j �.-, , ��; : MAX. � �, (D T -[0 I ! -01 OF -L' , - , �T � � : , F-9 ;, - 50% T `- I - : ED ,--.-.;� - SPACER - : 11 '0- ' L - I (i) !- � ". I : w!", : �'i ".��,, ;;.�,,�-,-��'3�;.L'�,�:��,,�.""�f' : sox I ! 0 12 1/2- O.0 SEE TAME #I ON SHU I I FOR MAX, PANEL LENGTHS IF 11 i OF IL -IlImmimmill I @ ,- .,-.. I .�., LENGTH OF 'L OF 'L MAX. A-S.0 DESIGN LOADS FOR INS INSTALLATION, I IMPIT - i ) I 9 12 I/r O.C- I �1 I - I I ma I E 04- 11 -@ I I - I , , I ,� " I : 14. M. � : I - . - 11 -, : I 1Z I ,/r �;, '� a 12 1/2- O.0 . - I I U LLLLLL I'll 11 A -- --- I i i 1JQ I - '17- 11 � " - I I I =3 - I - V ---Z:-*::: ) 1 �, � I a 12 112- O,C M ) I I I I : -1 , a) - 4' 1 = Ir I - � -- --' I � I LO -- -- - - I C.H �1` 1, � i Q6. �= I I I - I I ; ED � I C�c , , �, , I , - I ` i I , , " - �, C: -0 '!� 77'. -.Z, i ,", CRIETIE ,,PCHOR� CONCRETE ANCHORS �1. - ---i i I - I I I � EXISTING POURIM ` � (SEE SCHE A - - , � (SEE $"MULE ON E66 "'Ji , � il� . - I 'I - . I i6wlai `�,-- .... THROU , to � -Qat=p - - it i . 0 ,-,�,� ,,, , ,,-�"'.',� �', " GH 10) -,�� . (� SHIM 9 THROUGH 1 2 I/It' LONG MAIL "WNW I I , '. , , ". -, - - - L � � ANCHORS ** Mm I � ��4� , � �-, �. . -- 9 DULE ON - - - -- - .-I I --- - w I I I . Or FIAIJ. . . SHEETS , I SPACERS 0 = , D.C. VALID FOR - - I ; I— - . - - I W-M " w K I 11r LOW F.. . - .1 (ALT. CONDITION) .. - 0,11 09 .1. i - , I I (SSIMMOSIML/ OR 0 . 3/0 \ w; . ! - - . � -, S"J" ! I L- "I OURED CONCRETE - ALL DESIGN TNO PANEL SHEET I 1) . - -- � -�" -= I-xq- W= 2-.4- WOOD PLp%jr_ L .- '. - ETE BLOCK EXISTWG POURED CONCRETE LENGTHS PER SHEET 3, 11 I I') Winitumom .5 UND M A COE smim, majam" W. ,ir-r i " - - DECK REGUIRED ANCHORS CONCRETE ANCHORS- : .... �, -- Oft CONCRETE OLD" I' MAY LONG ALL%W" SPACERS 0 2-14- 1114M � , 1 4 1 *11m. I - " to 1% mmmmm 1110111 NO, I WOOD ANCHORS �- -- - - - i INEWIRED .- I WSCHEDUUE ON , -- (SEE SCHEDULE ON - --- - ED. - --- w 11 REDUIRM -0� t2 Ilr OC. (SEE TAKE #1 ON PLATE REOUIRE6 I I - 0 AW"C*SM 1 ,7,3 ! MOM Musa 0"Mmeffnity mutiourm ON werr Ill, (SEE SCHEDULE ON , . - M Q- SHEETS 6 THROUGH 'a) . 91 I* wim. strAnam To am mom; 24" WOW -- .- �.- � ..... . I SHEET I 1) � LATE REOUIRED 0 ANCHORS 004 7MW � SHEET I 1) - .- � --- L K VOX =IVILPIDWALE 10 OR - - --- It viv Ile -- -- . SHEETS 9 & 10.) */ 0 ON OHM 3 MMY ME MXA= IRS V I - . i I *000 i '" MDO a" O'c' ( SCHEDULE ON LOW As loom 01*01111,01d; ARE i --- - I . I �� ! '9 Cokfum . PMW04L:: 111a "Am T2 t/28 OIC VACM MLOM ON i I I L I ! SHM 4 " --2* Mi., - - --- L - , - . �, I I . - 0 a) - (1) WMM AM DOM POnSM I I � Mum All Wo MOUNTING BUILD-OLIT MOWMNG WALL MOUIN71NQ 101RUa AGM MI 081-'� . MM a .0% -0 p-1- I I (3) MAIL 24 OU PM& LOOM 8 UWU To W AN ANY CPDM M JM WZV w I ; m Cn 11 -- .. - "r, . " 6 A NEPROM FRIM UAW OWn LDOM AUDIRM ON ;Em,p - (2) awpow STOW PAM LOOM 0 1 WALL wouwnNG 6 11RECT MOUNT SOMOULL SHOP I 1) 3/a.,. SCALE 3/8-1- WALL MOUNTING I ?v (4) � CEILM ALTERNATTVE SW UN7ING BUILD -OUT INTING CIO I (3) Slow ft4x laftLAMN 16 ONLY I ALTERNATIVE ZW I t/r LONG WAW 00104011100 IRA VAL St AS $WrJ= OM L. . SCALE 3/8-1- OHM L W I VRIM VA n ORRY . 5ma 4w MO Am 01150010 MO FRAME VALL i i Win fatiMMULAROW SCALE 3/5.1' - &W$w" as rft WROO cr THE FLORIDA , " 1 (4) 0WAL'Anam witto MLY MR WHO I i IULDW am I SCALE 3/8-,' , We ZOM " ALTERNATIVE I 1. 2 ;X UM M I I-Mi TW 2100 3 M OUENU W WPM . SCALE 3/111-1 ZOU 1, 2 & 3 AM AM I . 111101"Aht I ing-ft i � I ;,v. %, ."�)CE�"`- Ikj!47 4 ------ -1 /41��r�F, -rt- % LLJ .. "N - F.T�/.*N .. . , E:!�� .. '... .. . m,\ R -, .. = - or *`--!t� NOTES: � , !1i .: I IN= ` ' . ENse . \ FUM BUILDING CODE (Mom High Velocitty, No loari@ Zone) .. �r,EN-i` NOTE FOR COMBINATION OF SECTIO 1 NO. 44167 - Veloc,fty Hur amit Zone .. . e .. k FLORI BUILDING CODE (Non High Velocity Hur conj Zone) I : M 1 : No. 44167 -1. I Cam 711.31031). - 24 GAM GALVANIZED STEEL STORM PANEL to. NOTE FOR C INALON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX� A.S.D. No, 44167 ' 010H, RI INC. r I . INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D : - . - FLORIDA BUILDING CODE (Non High MOM 11, 24 GAGE CALVA14ZED STEEL STORM PANEL 0 TOP & BOTTOM MOUNTINGS CAN BE . . Pid= R"Im - '" DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS z . - < * DESIGN PRESSURE RATING (p.s I) AND PANEL LENGTHS I : t - . STATE (IF 24 GAGE GALVANIZED STEEL STORM PANEL Oftimil w 1*: * I * 1 . I * , : . ININKIN W. %, 1. NOTE. FOR 9MMAIXIN OF SEC110 . - - - = * - COMBINED IN ANY WAY 'TO SUIT ANY AS PER SCHEDULES ON SHEET 3 - , a/"/=* TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR .1 1. .*z "/"/"a INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD 1. . 01 0 '� GLOUL PROTECTION PRODUM LLC. - ;z �O.. E 0 w GLOBAL PROTECTION PRODUCTS, Lw. OCL. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') STATE - GLOBAL PROTECTION PRODUCTS, LLC. " . .... E.D. -( EDGE DISTANCE I I� r_ F� 1%. 0": MEMBERS 10 BE SOUTHERN PINE No 2, W/ SWMKIFIC / 11LIEC01111C. on %�. . 0 N SEE SCHEDULE ON TOP & BUTTON MOUNTINGS CAN BEE ., , �f �. - - w wpm INSTALLATION 1,0,�, %RID �� . .= tv 5 sew ' (VAL am We. 51 low - SHEETS 9 & 10) COMBINCD IN ANY WAY TO SUIT ANY - ID 1� -, 5 ; � - � - De,),"�M, DENSITY OF 0.55 OR EOUAL - R OM FIL 3XII. eo -Iw -..-�-M-�. me MUIE 11� M. "Mme .... it, M� 3011, - 3WW OVAL FL z � . PIOT , , - - TiLIF ASSS" 5 ...... V noc- M.)NI 20-175 1 2. FOR NEW *ODD FRAME CONSTRUCTION: WOOD N". * P.. D.. 20-175 20-175 We - """`WWW"W , - 5� � POW-'" I.. amit-mim, -Ye�& FAX. - am - - 1,01- New OW)MO-73W FAR INSTALIATioN. _I ',X-� - - oftwom; ft: I BE SOUTHERN PINE No 2. W/ SPECIFIC ::.�r / CA.Zew I M4)$W-IM < N sit CA-400PIO 1.1 - 1 - 1 - 1- BE TO N ��C . .!:� - )06-7"L M (11114)MID-11141Y OR� ft � mm" "" EM �-oomis !!.1 - 1 .n. 1 - pm.[ I - 1001". 460�� .I I 9E=SICIF 0.55 OR EOUAL -1i i is !Mli I - - I w 1 IEW ! i i I 'N"I --- - Tww'URT , I - - . ! i - 1 A. - - ,. I P.r- WAVS-GWn$KAMIE - MMIMM.U., X" tri I, , � F-9 , I . �=M, In Z41 , I . I - W= &I 1�16V . 1 i . . I 11 WNW I w is __j I . I . I a - SHEET NO. SH 1.3 ZtArLIT 4Z L-AL rlAIMW QIVKW O 5* Mi 4) & REQUOU -4 OR(3 2w aw Z REOMED I- . -, �;- ;�Ai 31AT A -- 0 12' D.0 VARIES ST MAL V.. r V IZV 'Ri 31(1 OR am To ALLOY 2 112' 2' - COW. ALM AWGUE - - - - - - ILA& Ile A MLI 41 A e .072 0 12' O.0 3103-40,. OR SOU-r@ ALLOY w/jACANUT C-4 Al- ANXILI C SE A (PLAN) CASE 0 (PLW SCALE I/e-I SCALE 1/4--l- "Go :7 Jr,-� R POURED CONCRETE. -daticiam Kom a- r.4, wow FRAME twoumm -A M&L . I/00 1 3/4 AN04OR 0 Vr*C ., Mi. 1. to.. L.- Luc LOCATOR' 2' s' Iii COW. AM' 3101 SHM ALUAL AMW OR ill - OR 13X VARRES IF U.-Il & 0 Rw 14 WAM VAINES -a -ct 01 T MRA. X B.O DISTANCE -1 1-Ir T - - - - - - - - - - p J A zg�:!F: or- 77, CASE E (PUM SCALE 1/4 -1 CAS SCALE 1/4'-1* F (PLAN) CASE (PLAN) 1/4,.1* SCALE 2' r .093"W05 :;-Z. OR, W.3-6 ALLOY Aftill WN Ve. 1 3/4' T ci I- 41 POURED CONCRIM. OMMIT RLOCK OR 2.4' wwo FRAME REQUIRED CASE Q (PLAN) SCALE 1/4".1' SOUD --WT OR CAi OR ELCO U.'W= AT 00 2'.d* WOW SOM OF On OPDMC PANEUNRL'i %CHEM" I SA Ft" IIEG� a ^-PUQOAI to A 111 t Mwol(- -13/. On L/=o mw mmm (mirvolt CUT Do Amw CASE Q (PLAN) SCALE 1/4--l- VALRD FOR DIRECT MOUNT INSTALLATION ONLY CEWTi PANEL INSTALLATION AT WALLS W1 SURFACE LIM VARIATIONS Wff�M 3/4- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL rl) INSTALLATIONS INTO WOOD STRUCTURES ALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 0 & 7) (VAUD ONLY FOR PANEL(DINST b". &S.D. DESIGN PRESSURE RATING LVJ(MW ANCHORS SPACING FOR i - AS SHOWN ON SHEETS 6 A, 7 APPLICABLE TO YEWIATAU " ANY NATION OF THU MAXARAN PANEL LENGTH v TAPCON LAG SCREW PANELMATE FEMALE 0 PANE-TE PLUS BUSHIM, 13' IF 13* 13, Ar 13' 13r ir Ilr iei�) 6 1/2- 5 1/2- 5 1/2- -i--1-/2- 0 1/2* - - a 1 12 1/2' 6 Ile --- (gai V-w OR LOS S. a (T am 311 (WMM) 13;-'-13- +45, -45 OR LESS 13' 13* Mon-) 13* ir 13' 13' - a 1/2' N (TOP)- -Ir -- 13' 13' 6 1/2- 4 1/2- 6 112- - a 1/4- 12 1/2- 6 1/ . �S'- TO 4 1/2* e 0 1/2, 6 1/2- 14'-4- 4 112' T I /1. r To I t1r 12- A. (TOP) 1 13* 1 t a Ilr (W"OM) SEE TABLE #1 FOR VAX ALS.D. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W* ON SHEET 5 MAX A.S.0 DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SHEETS 6 IT 7 OF THEM LENGTH -L TAPOON LAG SCREW PAND.MATE FEMALE 0 PLUS WOOD MSHM 1 r 13, Tr 13' 13- to M 13' Ir t3" 13 . r Ile (BOTTOM) 6 1/2- 6 "1. 6 1/2- 9 1/2- PW (TOP) 6 1/4' 12 1/2' 6 - 1/4' ZW S.-O on 7 112- 30 mm LESS 7 1/2' 3w (SMIN) Aw POP) 445. -45 To + 75 75. - is' 111 13' 13* 4w (Wrm) -- ir 13, Ir to* Im wr r 13, 6 Ile IN WON) 6 1/2- 5 1/2 6 1/2* a ;-I-r 201 - - Ill L4: 12 1/2' a Ile BIT (Iii >5"-Q -4t/2' �- r _ '. __ 7 11 7 I.,. 5. 5 1 /2 ST Lt. mv Ir 12' 13* 13, 5 112- AN m - 13- 13* 13, to* 4W MMOTROM) -j PACER LA IS I SEE TABLE ft FOR MAX. A.S.O. DESIGN LOADS & k*X. PAM! LENGTHS WHEN SI USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 L A.&D. OEM LOAD MA)MAN PANEL LENGTH 40 PSF OR LESS W-6- > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF V-10, A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE FQMALE 10 OR PANEL MATE PLUS C. ANCHORS & IN egma TLXM OR, 44161 T INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-It TAKON ANCHOR 0 11 CONCRETE BLOCK CONCRETE BLOCK REI*LYM. -C2) 1/2' Ile All to* r 4 w PAWL LENGTH (SEE ELEVATION I' Mw f ON SHEET 12) TO GLASS DnSTM :D CONCRETE BLOCK IWOUIRED, L L/ef PARELWT ssi ANCtIOR 0 12 0 RFGU"R Pi sm "M Is k 19 MR ANCHORS TYPE SPACING tax 96TAUAIDa KM ill= FIRM &ULM= wmm AND" $PAM" AND wow" I= MTAW ARE BOOM OR THIS S09WJ- IN LO LESS THAN to"= ON Sam" REDUCE ANCHOR SPACING at wwftym SPPZM SHM OR SOND" By "C FOADOW FACTORS� FOR rft OPMTM To K POSSOLL ROXICED SAACNC GWMMM LI" FACTOR SH04L "M N I= THAN Molfto SPACING *MgM FOR EACH ANCHOR TYK ON TM SCHMM. LAC, Tin � ALM!, oft" MR" wom DA.) 3 3 3 lmm m sma om "AM 2 1/1 A cou I'm 311. AT da%L . a MAX 6' PANEL LENGTH (SEE EILEVATION 0 ON SHEET 12) w- ..... . . . . . . Or i CONCRETE CONCRETE REOAM- 1/4-0 PANELMATE ANCHOR (BEYOND) UrIE SAFETY PANEL WALL SCALE 3/$-1 24 GAGE GALVANIZED STEEL STORM PANEL rp coom, sm MX MTECTION PRODUC73. LLC am AM S.W. 61 MM 20-175 Dow. n :I1wHxmN-.m .aw. FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STO M PANEL JI) INSTALLATIONS INTO QQNCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATICINS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX. A.S,D� DESIGN PRESSURE RATING NO*" ANCHORS SPACING FOR MIN ED. PER SCHEDU LE SEWN Ali LU&IN v MAX. ASO, DES" PRESSURE PAIM MUMN ANCHORS SPACING FOR U94 E.0 PER SCHEDULE Dam APKCWZ to smim MAXIMUM PANEL LENGTH 11 040 TAPCONI SOUD-SET PANELMATE Puts ZAVAC-k4LIN CALX-IN TAPDON F� 0 PLUS ZAMAC-MMO CALK-W a z. 10 a,"= = TO amcmm 3k GONZ014 To 5-.-- -a 3k TO - To 10 to :& to N` 3k a appom OF THEM #45. 45 OR LESS Ir is" 13, Ir 13' Ir Ir is' Ir I I [TOPI Ii OR LEN .45, TO Ra. -65 Ir Ir 13* 13, t3l 13, 13, 13* Ir 13- 13' [It 1/2' 1 (TOP) an LESS 'r Ir 13' 13. IY 13* ir i3r iY § � f (Wrrom) 13- 13- 13- 13- 13- 13- SY 13- Ir 13' 13, it 1/2' 1 (BOTTOM) IS" 13 'r Ir 1 r Ir -!3:- 3r 13' 13* is, Ir V3" 2 (TOM 13* 13, 13, - 13 13, Ir Ir 13" ir 13' 13- -;1 it 1/2. 2 cri 13' Ir Ir Ir Ir 13' 13' Ir ir ir 13' Ir 13, 13' Ir 13- Ir Ir 13" 13* Ir 13* 13* tr w ir 3 crop) 13, 13, 13, 13y, Ir Ir 13" 13* Ir 13* Ir It 1/2' 3 (top) 12 IIV 12 f/2- 5 Ile 6 Ile - 12 1/2-12 - 112- -- 6 Ile 6 Ile 3 (BOTTOM) - 1/2* 12 1/2. 6 Ile 6 Ile 3 (OMTOM) -c' ii 7 0. aF- Ir gr as, a, T/-r 4 (TOP) a- 5 1/2- a. a' 6 1/2- a- 17 1/2- a- ii a. 5- A iii 'r - -!:- o- - o- - ir 4 �(W"OM) 5 CROP) 1--r 13' - L 13, A:- 13, - 13* Ir - 13- !�-11i Ir ir - 13* --- - t3 --li It 1/2't (TOP) Ir 13' Ir Ir 13, 13* 13" 13, ;3* L3� 13, 3 (BOTTOM) 13" 13' 13' Ir 13" 13, Ir -Ir 13* ir -1r, t3* Ir 3� L 6 Ile it Ilm 2- 6 Ile (BOTTOM) 6 (TOP) 5 (W".-) Ir 13, ir 13" 13" ir 'r 13' _Ls 13, 13* 13, FaW) ir I -Ir I F t -i, Is. --- le -j-j,4� 1/4. -li -- -- - L----- -- - -- 6 _T3-- a Ina 1 /e 6 I. l Ir S, is, a 1/2' IS* 7 ir 7" 7 1/2 b 1/2 - w 4 112-11 J-1 I 's TO Is'-4 1 is- III. tr 13, Ir JI 1/2' A 1/2' Ir 8 1/2* 9 1/2- 8 1 n. Ir 5 1/2*11 ciii >lv-r TO r-s' Ir 13, 13' 1 IY 9 1/2 Ir 9 1/2 10 1/2 7 1/2 13' s. t (BOTTOM) 13, 7 'Ir ur 13' 13' to* 13 10' It' a' Ir 6 1/2,11 'It (BOTTOM) (BOTTOM) Ir 13. 0 1/21 IY 7* 13' 1 7' 7 1/2 5 1/2 13* -- 4 1/2' - 2 (TOP) ir a Ir Ir Ir 8 1/27 1Y 11 1/2" 9 1/2'16 1/2* 13- 5 Ilr 2 CTOP) jr 7' Ir 13' 1Y 9 1/2 13' 2 1/2 It "2 10 1,2 10 1/2 ' '/' 7 1/2 13* 16 1/2' 2 (BOTTOM) 13' 7 Ilr 13* if 1-r Ir 1 10" it' I W 13 8 1/2' 2 OK"TOM) 13* 13' 13' Ir 9 0 Ir B ' 9 1/2 10 1/2 7 1/2 ' "7 1Y a 1/2' 3 (TOP) 111* 7 1/7' 3' 13, 13' to' Ir I * 21L2 it' w 13' 6 1/2* 3 POP) - 12 1/2"12 1/2' 6 Ile 6 Ile 12 Ilr 6 1/4' 6 - --- 6 1/4- s 1/4- T-(BOTTom) 12 1/2'12 1/20 6 Ile a Ile 12 I/rL2 6 '/A' 6 Ile 3 (901700) 7* 3- a' i -1/2- 7' 3 1jr r 4 4 Ilr 3- 6 1/2 3' 4 (TOP) P 1/2- 3- 9' 4. Lt. A- �1/2 - 3 1/2' 6 112' 3- 4 (TOP) r r - 11,1� 5 112' - 7 1/2' -' 4 (BOTIONQ r - r - r 51/24 - 7 1/2' - 4 (Wrrom) LY 13' 1 r 0 1/2' 13' I'_ 9 1/2- to 1/2 7 I".. 7 1/2' 6, 5 (Ti 13- 1/2 -13* 13' 13. 10. Is, loi I r /2, 13* 13* 0 1/2' 15' T 112- 0 lIr Ir --;F- �l W1. 11 8 1 marro.) I Ir 7- 17 1/2'j 5 1/2- 11 A lj* a* U F- f 3;- a TIr A,-, 6 1/2' 6 CIOP) 14 1/4'16 1/4'16 Ile 16 Ile - 1 1 l4* 16 (WIT T --p-T a Ile 6 I/e six ow 11 no AN04M TVPF A, VACM FOR, #WAUAI&n on wow TWA& BL%Bwm 0 MON" ANC*M SPACINGS AM MDMN WOE PSTAIRCE ARIL NDCAM ON INS SC"ON." FOR ED LIM TVVI SoD"TD ON SD4DW RED= ANCHOR SPACING I" "TWLVM SAACNG SHMW ON SOCOVILE ill THE n%LDWM FACTONIL FOR TOO OPWAXIN 10 K PCSML REMM VIACAG ONDOAM 19M FACTOR Ii NOT K i I" MDOW SPAORAIR PRINCATED FOR LAC" ANCHOR Tift THIS SCHEDULE Ile. I/e, Ile. . L- I ANCHOR WK upm spio-w *nRomilis I -- wwim Awsm simew. ci 1 3 I a W 31/2 11,.) 3 I s yr 'Iffr I . f/l 3 /r 4- Aimmi so NWAM (m) FACTOR -fl 2 Ile List __r_ 3 'Ir 00 r- -SPADNGS ONLY VALID WHEN �R��IS �USM. SEE #1 FOR MAX. A-S.D. DESIGN LOADS & VAX, PM41 LENGTHS WHEN SPACER CSE USED. MAR. 0 0 0 0 0 ImLAL a ALILD. DESIGN LOAD MAXIAUIM PM4EL LEM 40 PSF OR LESS V-131 > 40 PSFTO 50 PSF -2. > 50 PST TO 60 PSF V-110* A MAX. PANEL LENGTHS ARE ONJX VAUD FOR INSTALLATIONS SOLID SET ANCHORS ill/ SPACER AT 12 1/2- D.C. W/ ANCHORS (SEE SECTIONS le ALTERNATIVES ON SHEETS 13. 14. 15 11i A/113, 11i R-WI4, 1111-1B/13. R-21111/13, R-39/14, r MAX. I' mi r*R 1111-11AINJI& R-2AW/15. R-3AW/116. R-IBWIIS. 1111-21MI 9-35W/16. 20.1" S.S, BOILTS W,@ VAX, 11 FOR PANEL.LENGTW I OVER 7'-S PANEL LENGTH REGULAq SIL PANEL Si 0 +40A 40.0 p&C REG" STORM PAN I EL SAFETY FORM PANEL - - ----------------- --------------- (W/ OVERLAP MID PANEL LENGTH BOLT) +50.0. 54.0 Li (W/O QVIDLAIP MID PAMEI LENGTH 801 --------- AT ALL molumnimas AT I VE!CO!RZP A USE 2'-r MIN. PANEL LENGTH L/2 Z&- - + . ----- ---- --- ------ ---- --------------------------- e 21 NOTCHES A STUD L "ON 411 LIFE SAFE PANEL BOTTOM CORNERS 0 t -OVERLAP- 0, WIND NUI AT__, wwc Nur AT IEXMRIOR -r LEFT PARELL RIGHT PANEL 3 t ImstrAL"Tim ONLY VAUD FOR VAND I* MIN. li R-3A/14. +R 1�19/113. R-29/M R-39/14, SPEED UP 70 170 ..p.h. R-11AW/115. R-IAW/15, -- 1 pi R-29W/15. R-39W/16. (SEE SECTIONS k ALrMMTIVU ON SHEETS 13. 14. 15 ji 1/4 VAX. CAP UEE SAFETY STORM PANEL (1-j ELEYATION (t) SCALE I/e-l' 2.W?* REGULAR 01 REGULAR (MN &AtA� "Lim T STORM PANEL _mjl liltrUE STORM PANEL 6 le ---- -------- ------------ - - ------- -- ------- --------- --- FLORIDA BUILD114G CODE (Man High Velmft Hurrilican, 11 PANEL mmwo TiLlama, sic 10 00, 24 GAGE CALVAWED STEEL STORM PANEL EXTERIOR VAR 0/2 11LIECOINCL Gwm MUCTIN IMMICTS. SECTION A -A am 11 91 srnm A. ANAL A� MIL Ft- M 4 SCALE 1/4--1- am ff ORHINI. 20 rAw, 7 INSTALLATION 0 DETAIL5 INTO FOR UFE SAFETY WOOD STRUCTURES PANEL in ro", HEADER RED ZI TA:;T! -=OOTAPCON i=69- O'c r 0 C 0 v O.0 0 91 D.C. -20 <D2 Ai RS Si .6 G'Si tfl:z J 1/4' I/ A- Milik I Ile 1 M" 1/2 0/4- 2 2- 2- M.. 0 Dj.. �u L 10 I 1 - I umm 00 V-0 I 1 I , 11 1 "L* Mu I Dai am FNMR GLAS 'L, MAX. --- - I—- - # -1 It- PANEL LENGTH 'Ll LL --- L L---ev PANEL LENGTH A PANEL LENGTH 1 ME ELrOT" 0 SHM 12) 11 WAN. 1 1 PAWL LENGTH ELEVATION ELEVATION ON SHEET 12) !(SEE ELEVATION IT ON SHEET 12) - 10 T- --A 4 1 Mil i SEPARATION - I TO GLASS (SEE I ON SHEET 12) ---- -- - :-----SEPW _SEPARAIION 10 GZ L/2 No- 'TO GLASS a a. E� to L/2 o ill* RATION GLASS 30' E 1 0. It "'Ir ED j; 17 I =no 1 0 12 va� 04 2 .4 PLATE 114'# TRAM i I'ef TAPCOk REQUIRED W jje# TAPCDN W 0 12 9- OC. Le ANCHOR 0 S' 0 C. ANCHOR 0 9" D.0 V4 -4 TAi 0 STAGGERED ill/ STILID J f4EOUM ANCHOR 0 9 D.C. WOOD Wool) il OW AUJIMES"M AWFI WALL IM SCALE 3/8-1' JA* PFAA=N Ii Th a A. Tki O"Nff U WALL MOUNnNIMS SCALE 3/0-1" -2 Pi .............. rLORI BUILDING CODE (Mon High Voloccity lmw#u no Zone) t 24 GAGE GAILVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR A.S,D. DESIGN PRESSURE RATINGS (i AND PA14EL LENGTHS AS PER ELEVATION ON SHEET IL .441 it STATE GLOWL OVARY ft MTECTM PROW= LLC. 0?/V/MO INTL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0,55 OR EOUAL .11% am 11 6 smw 70,' ORM ONAL n 3DI. MW-7$W FAR, ")$�gm 20-175 n AN. AY. 6w "L�p, Tag jr, z A f A-M I I I . 3= 15 or is MAXIMUM A.S.D DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR i PANEL(f) wsuunws wo coNcRErE & coNicam aLocK sTRucTuREs (VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAIL A.S.D. DESIGN PRESSURE RATING ki I MAXIMUM ANCHORS SPACM FOR Wh ED PER SCHEDULE BELOW APPLICABLE & ANY oomeftam OF THEM LENGTH "L (IT RATING (P-0 wow ANCHORS SPACING FOR WA ED PER SCHEDULE BELOW APPLICABLE . 1" TARM SCIUD-SIET PAHEUA1T FEN41 ID POaMAYE CALK -IN TAPOON SOUD--SEF FEMALE ID PLUS ZAMAC-#&-" CAIX-.*4 10 m Z'k a ccwcwm TO -A-64- ai 70 To - ORION- IV 344 70 ODMMKVM or THEM >.61% -45 7510 + 75 1)* Ir 1 13' 111' Ir to, 51-r OR +75. -75 .1 111-0111 13, r 13' to 't. jj- it If. Ij- 6 1/2' 7 1/2* T 4 'Ir I (HOP) i OR LESS 13 It* Ir 13- Ir - Ir -13' 13" Ir 13- 12' Ir 10" 1 1 13 13 1 1 2 1 0 1 1 - Ir 13, 13, Ir 13' %3' 13' 12,* Ir w (TOP) Ir r Ir 10 1/2' 13' 6 1/2' 13" 6 1/2' 7 1/2' 5 1/2' 13' A 7/2* 2 M) Ir is, 13, 111' t3' 'r Ir 12* ir to, 2 01CITTICIL) Ir - 7 Ir 13' Ir 2 1/2 Ir 9 1/2 10 1/2- 7 1/2- - 13 6 lIr 2 courrom). 13, 3- Ir Ir 13' ir Ir 72' Ir jo� 3 Erom Ir 7- Ir 13' t3' 2 I/2T 13' 2 1/2* 10 1/2* 7 1/2' Ir r 3 OOP) - 2 1/2-12 1/2' 5 I/e 6 Ile 12 1/2-12 1/2' - - 6 I/e 5 fle 3 (W"OMI - - 17 1/2 12 1 /2- 6 Ile 6 1/4' 12 1/2' 6 I/V - - 6 1/4' 9 Ile 3 (gorrom) - "T a' w a S* 6 W* 7, 1. a' 7-1-Ir 4 rmi . 7 I r 31 lr 5 1/2* 7' 3 1/2' - a . 4 4 1/2' Y - 6 Itr - 2 112- - 4 (TOP) -- ---- e UF- ik --- - .-- -1-F- IS- Ir -13;- 111 ir to- s crom ir -43- 10 7 Ilr 13 froli 13- Ir 13- --- 13* Ir 13- 13' to* 5 (Bortami 7. Is, or,- 5 (BOTTOM 11� - If jr 13' -Iliz- -ik- -Ir Ir 13, to* 5 (TOP) W 'r 13� 6 1/2 F)h; i t Ilr +1�13- I . 13* 3 4 1/2' 6 ITOP) - 111 Ile A Ile 6 1/4 -i-1 /e it Ile 6 1/4" (wri - Ile a Ile 5 Ile a 1/4" 6 Ile a Ile 4 1 4 1/11 wit 13' 7 1/2' Ir Ij* 13, 10' IF to* it a" 13' 6 1/2* 1 (TOP) >5i To W-01 ir 1. fy I* 11r Ir It Ilr Ir 6 1/2' 7 t/2-15 1/2-1 Ir 4 1/2- It CTOP) 4 TO 7 V/1r 13, 13, 13, 10 1/2' 13* 10 1121 Ir r f (BOTTOM) Ir 6 7/2' J31 Ir IF— -13' 9. So" 17 1/2' Ir ST wffm -IV is- 7 1/2' ir 13- 13 to* 3. -TW Ir 8 1/2* 20OP) 13. 51 . I.V .10 /v 13' .9 1/2' 13* 6 1/2' 7 1/2' 5 Ilr 13- 4 1/2'12 (TOP) 13- 7 1/2- Ir 13" 3 10 Ilr Ir 13* 7' 2 (Wff*M) 13- r 'r f 13* 3' 12 1/2' Ir 0 1/2* 10 1/2' 7 1/2' ir 6 1/2' 2 (90FROM) - 13' 7 Ilr ur 13' 10 11r, VY 10 1/2-11 1/21 a- 13' - 7' 3 (TOP) 'y 7- i3o tr 19 1/2- 13- 9 1/2' 10 1/2- 7 1 /1- 1 31 ' 61 111 3 Mi 12 1/2-12 1/2' 9 Ile 8 1/4`�2 1/2111, 1/4' - 6 Ile 6 */4' 3 (8077011) - !2 Ile 12 Ilr b 7/4' 6 1/4' 12 1/2* - 6 1/4 - - 6 q 145 Ile 3 (Bottom) 7 1/2' 3 1/2- W s- 7 1/2- 4. 1. -- -- 4 IV12r* Sr- 1/2* r 31 It (TOP) IF 5 1/2' 7' 3 Ilr 8' e 4 1/2 . 3. 6 i/r 2 1/ MP) IT - Ir a' 6' 1. - 4 (WnOM) a' or - 5 - 7. A (surri Ir 1/2' 13* 13. Ir 10 1 13, 10 1/2- 5 /2* 13, -- Ir Ir --- 13' 1 -ilr to' 7 1/2' 'ON 13, '17-1 13- ly to "L'a 1 13 2:_ - 10 1/2-,? 1/2- '12- It Ilr It. Ir Ir ST I.,- 7 1/2-15 1/2 . 7F 1/2' Om-p 16 1/4-14 I/c, 4 Ile -,-e 6 I/e 16 I/el 0 Ijeh SEE OW 11 FOR ANCHORS TYPE At ROOM "M OGUAAMS 000 "M "WA AMMM MIANVAM ANCHOR W0901i 40 MklVA WK DISMARDif AM NOCK1111 ON THS IDCML no M LEW THAN OCOCATO ON SCHEDULE NMa ANCHOR O� & 6MLYOLWC WAM SHM" ON 90"a of THE FCUOWW YACTM M INS OPOWM 70 K M� REDUCED gwem DWMND LUC FACTOR OW� Min K U35 THAN WOMN SINICIAL #MaM IN IAC" ANCHOR "PE ON on SCMUML 1/4 % Ile! 1 I/e. I/V. 1/4'. ANCHOR TRIFE UP= - ii�mi - Jab)" Aus -mmum ami WOM ANCHOR WMM 00 3 2 'Ir 2 1/2 33 A. 3' "IF 3 'Ir + 5 /r ACIUM. m EMPM �m) FACIM 'Lo' OR lee $Vr led Im 611i SPACINGS ONLY VALID WHEN SLP=jp.S,1 9 U,1F?R MAX AS.D. nX DES04 LOADS MAX PANEL W r. 7/4-0 TAPCON ANCHOR 0 Ilx�r =WKIiAMORRED CONCRETE IILOCK REOkM". Po. 44187 TABLE At 6 A.S.D. OEM LOW INUM" PANEL LENGTH 40 PSF OR LESS W-a. > 40 PSIF TO 50 PSF V-2- > 50 PSF TO 60 PSF W-10" MAX- PANEL LENGTHS ARE ONi VAUD FOR INSTALLATIONS Wl SOLID SET ANCHi & W1 SPACER AT 12 1/2- D.C. 24 GAGE GALVAMEM SUL STORM PAWL ORION, W. LTVC-0.7. GLOUL c PROMCTION PRIMUCTS. LL elm/ion = li 51 smw INAL IL 3ml, NW, if-F-Baliffism ~wv m ARANAINNIAL. .1. 20-175 A-1 INSTALLATION DETAILS FOR LIFE SAFETY PA ELQ-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPOON �PtGTM POURED "/ro TApfC0rH -D.0 -CIR&PWORKED ANCHOR St 91' D.C. 0DNCRErE OR CONCRETE BLOCK CONCRETE BLOCK 4) Ile JAW JANX VA I ill. I PANEL LENGTH v V` (SEE ELEVA110111 0 ON SHEET 12) 1 IN. TO GLASS, I A I or 1/4-0 TAPCIn ANCHORGIIII D.0 ED CONCRETE BLOCK REOUNIM. -4) I' Min. PAPA -SVEWUTKW To GLASS on wl', I No, Pill& I ollo; r-�li it 0 11 1 IL" MARL 0 PANEL UENGTH A 41 PAWL LENGTH 9 I I (SEE nEVA11ONI Ilk, I t (SEE ELEVATION I ON SHEET 12) 1 ON WOW 12) 4 -V MAX. TO Gum, I A It T I I i I - C, L/2 ,77 11 �1,111_0 el- , I q%0 '�' v 4) E 1 0 a ur : IN: 3/4' I TAPOOM 0 a, D.C. POURED DOING" OR SUTIQK 0 L CONCRETE BLOCK REOLOM. JL--1A A WALL INITININ SCAM I q I a To vii A I 4. -0 TAPCON1 __1/4 ANCHOR 0 9' OC� EXISTING POURED CONCAETE 00 DONCRETE BLOCX REOLMM, A-41"ANEL SIX IN= 15 At 14 FOR ANCHORS ARCH= Tin & SPACING FOR OWA"r" lom SYLOM UM" ANCHOR SPO== AND MNWM we" Amomme WPON W mixii 3 S`%HC=LFM 'rm ON SDMU REX= ANCHOR SPACING of SCHEDULE Of ?HE FOLLOWING FACIM loft m FA" FM YM CPVWM TO K POSSM.L REDUCED 9YOW OVA#" USM rAmm TAILL NOT K LIM TWIN as, MPOMW SPOCM SiDMVM FOR Ciiiii ANCHOR TVK ON no SCHOUL 3 Ilr qZ 1- 1/4' 01 TO Gli A I P.LL LENGTH (SEE ELEVAT)ON 1 1 ON SHEET 12) T F7A-. 1 t I E.O.- L ED t ED I 10 - Eco F01 0 1/4-0 TAPOON I/ef TAPOOk ANCHOR 0 SIT D.0 ANCHOR 0 91 OC. -EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLOCK PEOUPED COPKITETE BLOCK REQUIRED R-2& REGULINA NAELS 0 0 NN"ANEL WALL MQUIRINGS WALE 3/8-1* FLORIDA BUILDING CODE INSTALLATION DETAILS rOR UFE SAFETY PANEL INTO WOOD STRUCTURES --------- woac W-N" wm HEADER NEQU"to C. D.C, /2, 1 Ve 1/4- v §W-- 10 EX I *� - I - . - I , CLASS It a ^L" Ai I PANE LENGTH no i PANEL LENGTH R - - �i a. (SEE ELEVATION a (SCE E""N 10 �40 ON SHEET 12) T--ON SHEET 12) I I' W. 1 1, -01 --- SEPARATION— a It 17 L/7 1 1 1 �0 r 2-.4- WCi 2 WOMI-�[1- - PLATE PLATE REOL-oto i ill REOLWRM -0 PANEJLMi PLUS 1/4 /;L D.0 tin" ip-� W&L WUNTIINQ SCALE 3/111- NO. 167 FLORIDA BUILDING CODE (Man Hilgh velocity Hu one Zone) �MM Iii Ric, FA 24 GAGE GALVAMIM STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX A.S.D. a"" ow, S"TAYE OF DESIGN PRESSURE RATINGS (pi AND 'PANEL IN PRODUM, ILLIC. 07/V/UW ILECO.149 � GLOM MTECT am L04GTHS AS PER ELEVATION ON SHEET 12. 4§M &w. 51 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 20AL It. No 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC Allow- DEW. Ams 1m. ONANNI, NA 'FlY OF 0.55 OR EOLIAL A 1. Ox I non, Irl i- FE9 CD cn -cu CD > Ld) 2 (1) 0- a) CD- 0 2 cu -10 0- .4., a) CD 0 - cl) =3 cu -ca cD -0 0 -0 -0 0 - (D CL c - 0 LL 0 -6--j -0 E w 0 Q- U) ii tv C:)- cu U-) Ca. X cm -4 =6 c" 'ca ci C -0 L.L. co - - v; 5 ciiii, C-11 Ali -0 in as or -, lip go 6) .0 U) c- .c Lo ISO V.- cn CD -&=a cu > CL o- CD cu cn cu uj Ai z a - SHEET NO. S H 1 Ai Ez1/1a. EZ 1 yl 18 ANCHORS (SEE SECIION E21 a WERNATNE FZ1N ON SHEET Is) - _3• Mee.' -.1, W. - " A6n. 1' Min. •'O(BEE (SEE NDIE it_i�-'w/liB NOTE 2) jpFf Y' 3/I6Y ALUMINUM ! i'60P RIVET UST PANEL©TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE t/Y O O O O O O i 0 O G O --_T- PROVIDED W/ REAR HANDLE TO FACILITATE INSTM1AT1pN IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE AI RA PANEL NOIU or TTT-T- Or 'L' (') - E-z HANG STORM PANEL SYSTEM (END PANEL) (INfERWR DNMEEL) (INTERWR PANEL) (WTU WR PANEL) (END PANEL) MMt CONSI NG OF vANEL + Cont. TRACKS TOP A BOTTOM SEE NOTES 2. 3, 4 SEE N07E5 2, 3. 4 6,-o- (2). ENO PANELS SHALL ALWIj/5 8E CONNECTED 70 AT TOM TRACK A STOP BAR CYJ SFuiLL BE PROVIDED AT TOP OF SUCH FAN IFNGm PAWLS. - ; # w •/- 4pL D-41 (J). IF EL PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION NSIST • I � SHALL CONSIST Of 1/4'111-20X3/4" M.S. W/ 7/B'fA3/32' WING • THUMBSCREW TAPPED 15D PANELS w/ 1/4rlimi1 NUT OR 1/4'40s3/4" Min INTO BOTTOM I SS BRTS w� • FA OMONN+ TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO fI EXTERIOR MT FLANGES OF DID PANEL. L_LI_I�I l SUx gL Or (a). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM ,Alu TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWC i_ PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS a INDICATED ON NOTE 3) ABOVE IN SUCH CASE, CONNECTION OF JJ_LLJJ_LLJJ111JJ_L��IJILLJI>z:�L1J111JJ_L1JJ141JJ_LLJJ-__.1______) PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. • P e • o SEE NOTE 4-.-._ - 3` Y44. L. �. I. hour. E ,_ - F• - 1' My, 't INSTALLATIONS ONLY VALID FOR WIND fVj f w!� NOTE 3 PATE 3 SPEED UP TO 170 m. n � IHM -I _ (SEE SEL'riON QI A AITEANATM QiM ON SNEEf Pa) _ -. .._ . _..-.. _- EZi/18. EZt W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 1` SYSTEM (t) SCALE: 3/32"=+ 2667'(Wa (A4R.AP '/4' ra ". WP CAP SECTION A -A RCALr 3/32-_T" `�k„Fk„Il,rffrNrrir r�P� • '' EN -!/P S: FLORIDA BUILDING CODE Non High 11 i Hurricane Zone = 0. 441BT atma aK. 24 GAGE GALVANRED STEEL STORM PANEL alwr'an ° I�E C O Llee GLOBAL PROTECTION PRODUCTS. LLC. y t STATE 0 y .em s a sf s Am ruff rc A cwwq*&Wm,An P�#s4(r m w M'n[. a star. (vs420-t75 ,r F-...... •' Fp i -•r. rxPV m., �y#sl sl, -,v, PNDYt, (a6'I)aeR-TNS. TAX �-mr west& N. %t7, u-c6Pn1a �m + SNPunNIE/Wn P,E Y Ir•,Y I,ILrq A IUir h. r.l ) TMm '111111"„ 1� '=NGINEEi<Ir-,i ENGiNEERiNG EXPRESS PRODUCT EVALUATION REPORT September 15. 2020 Application Number 1786%1 - R2 EX Project Number 2D-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Perm Beach FL 33409 Product Name a Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Repon is being issued in accordance with the requirements of the Florida Department ➢I Business and Plotesslonal Regulation (FbMa Brooding Commission) Rule Chapter 61G20-3 DOS. F.A..C., for statewide acceptance per Method I(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with The Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertment Florida Building Code modifications or revisions Substantiating Data: . PRODUCT EVALUATION DOCUMENTS Non- HZ sheets 1-5. - ) 4 aGalvanized Steel Storm Panels liVFIZ 8 h1V EX drawing R20 31543 t tilyd 2 g l ) prepared by Engineering Express, signed d sealed by Frank Bennardo, P E is an integral part of this Evaluation Report . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards Del test report(s) ABT-ASG-17-001 by Blackwalef Testing Inc Large missile impact resistance and cyclic loading performance has been tested it) accordance with TAS 201 and TAS 203 lest standards per rest report(s) 08T.ASG 17-001 by Blackwater Testing Inc. STRUCTURAL ENGINEERING CALCULATIONS S L Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design criteria. I. Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAMBPEMG t Meta I MGExPRess.CON ENGINEEAINGEXPRESS.COM ENGINEERING ` Page 2 of 7 All American Shutters and Glass - 2.1ge Galvanized Steel Storm Panels No 33% increase In allowable stress has been used In the design of this product. Separation frnm glazing is not required for installations outside of wind zone 4 and essential factilhes Impact Resistance: Large Impact Resistance has been denwnstraied as evidenced in previously listed lest reportis)• and > accounted Inf In the e gind-nnq design of this product Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span schedule(s) on the respective Product Evaluation Document (i a engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document 0 e engineering diavnng). along with all components noted therein Product components shall be of the matena(specified in That product s respective Product Evaluation Documenl (I a engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed toads and shall be of a material listed in this product's tespecWe anchor schedule. Host structure conditions which are not accounted tot in this products respective anchor schedule shall be designed for on a site-speeffic basis by a registered professional engineer. All components which are permanently Ninstaed shall tepr projected against corrosion. contaminationand other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. eENN EM 'r"? /rIMA1 Frank Bennardo.PE ENGINEERING EXPRESS" RPF0040-549 1 Con Auth 9885 360 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ E NGINEERINGE%PRESS. COM E NGINEERINGEXPRESS.COM -ii �w Fo n -„FN' 2Mu C2CMnTYRL _ �!:"'�•'• raeMMX:'ncro" 'PC}eaov : _ - _ - .N U . . bN af. Vtl O „ ~ M TK!I LL2/2 r.•. i yJ oU 4v.nA :arc. FI w><- 4 - 4 r u':i: r. r.• - Sit s p �0 " D n gg Tt CrAN. Life, - w a„ riar p,' w ii]1 :Li3 LP,,•R: w - +:, A•• F� HL ML.W_l IMP Ynlr -.( .. �y -11•rU S� - '( 1 7R �a5" fJ1 L D OA C hL N - Q ir-u.-H of :Irt O.A._ Z M ':.-I NWNiIM; EXTR1610NS - // t'iH41NN• •vu , 1 e.IvTl•l. RAR•TL�'*rn.'vi"�rv�F ✓i,l vA 3C..-O F>: "a ,.IiA.I: ri A:- (f1 w 1` 'A NtLAFL' - ,k.lJk.--,t'•NR rA _ VT H Y. r--n.-. I H (C➢ING RDOR NOUNi SCRiON �! �s -v'l NII IIMxM'N-(.IInK.•. n ..'-X• OCC. - xWl P%h _JN 1" W = z O x M Iv,'r:JIHI�Y.in. x � .qI p (•j •Nf Ht4.�„ - !l WALL MOUIn eEcrloN JrnV .n'.^' r'!A-INt Ar",I,c - Q 7 .+Gi C Lj .v,-Ili. J E Tr*YL Tro Wi. ' L_ rP z M g� ML MA w Mgr YAMY O•'D 4JFYN-I.,•,r-ti.r•` ,r ` o r W^f-�Y • ! g d t !act N x. NI E$ r�;•.�cu I H %ii.Niv J 1 Y! H. u,. u•Nv,/�F _:r N Eru-^�cY Ra �i m4 r.f rERLO-FECEF E Y -,-11 Hla�l.,ri I:r+ rrF. �• AA IRA. I.Li •" rr>�' H �M Tr -'a.s^ T mvmalrrAve rExwmca Ise wlAT£ 'L. AA ,"Ili`!!! - ;DTI 20-31543 rr' r PTT YTIf rAVPk _ . . PAT! alJCRIPT%ON• /1 OPRONAL TOD/60T10M C1O511RE 0_tAa^` .:,IM1It - Wr E.kt J4u r we. - amr x 6 J �f: FIN1yNnM,N MtXMI F1•IYIN -i^.: .T \^.J •r Inn Jllllh.l NtXn INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES I EXISTING POURED CO00 NCCRETETE eeuxx REQUIRED, ' ''----T----- 1/4'• TAPCON _ I f14X 1' NrE% IIFi1D TEN WOOD HEADER I I 1 y ' V 14N1' HEX HEAD TEN ANCHOR • 12' OC . r � a ,a/4• FROM RFOWKD i it 1 EDGE OF 'ROM J 1� tJ ,/rrg,r L� ss�Bpn'• ii Si eDLi3 W� e N G It +• MinFa[Mi111E1 R-SEPARATION 1 [GX TO CLASS i 3/AL{AWIIM POP T' Mrs. � 1 i 1M POP R .0 RAIE'f A I _T RIVET B it G1S14 .6a MAX. ; __. _ _._..- I PAN.LENGTH ♦ ry'N .. MAJ, -i_.I PANEL LENGTH 1' C G I11 -SEPARATION-j 0 TD GLASS t 1 -.� 6 1' MIrL R--SEPARATWN•-- I I/i`a-20FT• 1 n1UMOSCREW 50% 'L' N 6 70 CLASS_ 1 OF P 1 4'0-20xY or •L• B 1 i 1 6 1 ( 1 ED L f 1 road, � 0~� 1: 4•0 TMCON ANCHOR - j I•. 1 ... C 12. O.C. r/4'► TAPCON ExSTNG POURED 1•+4• W000 ANCHOR O t1" .` - CONCRETE ON _ _ _ -LATE REQUIRED WALL MOUNTING CONCRETE REOMED. N .� -.. . WALL MOUNTING SECTION EZ1 SCALE 3/8-1• ALTERNATIVE E71W SCALE 3/8-1" e. 0.0 .HIIfllM4, y, °J<rENfit' urftrc. I. INSTALLATION ARE ONLY VALID FOR MAX. ALSO. DESIGN RATING +/- 40.0 P.O. AND 6'-0• MAX t MIN. PANEL IENGTI'1 SMALL BE 2'-fi" yA: ZZ Tir : %q�- :9 FLORIDA BUILDING CODE Non High VII19CIfy Hurricane D. 441 it JX✓Q90 Tattoo• M. 24 GAGE GALVAMZED STEEL STORM PANEL 11 $TOTED ` D E C O GLOBAL PROTECTION PRODUCTS, LLC. Zone f z. PJIt7/m10 m r PANEL LENGTH. 90,f: mic 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,fLORtDEN.. 1.•�"."°rar Wr..Ni au: inss+Ef n MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. S� i�' Y6 7 L I+w)•RP-T rw (as•Nw-ofA7 ...... 20-175 Iw..Nc w NrNlnlwtll /SKaMIJIIC/aAR .an*Ow�,i'> Pc ua. ui 7 m•,-,•+ aM[n ,e lu .e ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) / WIDTH UNUMITE7 (PERP. TO PANEL SPAN) TOP MOUNT(CONN TYR TYPE 05 REQ'D) SECTIONS OPTIONALBOLTS WITH W081IT D WINGNUrS FASTENED F OVERLAPS O MIGSPAN (USE APPROPRIATE SPAN TABLE) ai PLAN VIEW a�Lu~ 'W^W � a g NTDasE" / 1 H BOTTOM M(Jl1NT \ i 1 N (CONN TYPE RC•0'D) \ \ R0.391` MAY BE AT T O.175" B. BOTTOM TYPICAL VERTICAL MOUNT ELEVATION 1 _ ELEVATION TOP MOUNT (CONN TYPE a REQ:DJ IJnaR (SPAN ABOVE BOTTOM TRUCTION) JmWM itvv (CONK lY -2i 0O0 -OOCATION MAY MAY VARY) (LOCATION IH Sf Z TOP M(N1Ni �751Y t'bNTYPE AS RN.) BOTn3M MOUNT (O9NN Lou (SPAN BELOW TT PE AS RII la) OBSTRUCTION) PA.NEl5 MAY SE NOTCHED PREQUIRED, OPTIONAL )4'-20 ITCH S5 BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED O SPANS ABOVE 6 BELDV708.57R11CTION, OVBUAPS O hBDSPAN (USE 4PPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS) ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MI MJ1 STORM PA l SEPAMTKrN FNOM GLASS � N UM NE (INHa, WIND ZONE 4"E55ENTIAI FAO11itf3) DESIGN IALLOWABLE AU AIIUM5 LE55 I STANS GTER I P`ESSURF SPANNMA.1N0ABOVEGRADE I THI ASl IGNI)VAIBOVECRDE (PS) •i30 1 130DM 61l6b 2.16 6D6 in -_-_- _2.16M .- I -/AD }k�--_E30AW . •14S IWA wT 6,06e 2,16M a .SO / L40AM 6061" 246M •/-55 106 6 w a -6.ae Wt __ _- .3S Fit_.(j +/•60 1- 631m 609._ 25)G f .745 S9.$In 6.311. z.721n ..7D / 36AM 6.12m 2.90 Nr. A7-72 270M EL13 in 2AIn :)PAN SL HtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITHNEGAn NE GATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DMGN LOADS. 2. "PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F'-TRACX, STUDDED ANGLE. ETC.) USE 6.25- 0.C. PANEL FASTENER SPACING TABLE VALUES MR ALL'H"- AND'V'-HEADERS (INCLUDING BUILD OUT CONDITIONS) 1. LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAM SCHEDULE WITH POSITIVE DESIGN LOAD TODETERMI NE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION 9ETWEET•i LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD FORINSTALLATIONST TH MVM AN T 3 0 ou sfOE O E Z D OUTSIDE a ESSFUN IAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS ReQUIRED. PIV ' n. PEie (Tees LY lXyil MA)CIMUM ALLOWABLE _ FrJIW .: DESIGN PRESSURES: 4S NOTED IN DESIGN DESIGN NOTES: SCHEDULE$ a r POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED c % FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE wI- m $$$$ q GOVERNING CODE, PR.ESGU RE REppUIREMENTS AS 1N ACCORDANCE 7 AND �( A u DETERMINED Y71TH ASCE CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR UAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITT VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SNOIVN, Dry 9 £ GENERAL NOTES: 1. THIS SPEC""ARON NAB BEEN DESIGNED AND SHALL BE FABRICATED IN U' F. " ACCORDANCE YRIH THE REQUIREMEMTS OF THE FLOR IDA BUILDING CODE SEVENTH ELUTION Ot7TUEE)) FOR USE INSIDE AND OUTSIDE OF THE HVHZ; PER .0 ST PROTOCOLS. CONTRACTOR µD ALL �NDMENTS � - ,- CONFORM TO LOCAL BUILDING CODE WHICH MAY APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY ReQUIRe N ADDITIONAL Srr&,SPECIFIC SEALED ENGINEERING. 2 NO 33-11 Jui INCREASE IN ALLOWABLE &TRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITKnf NGINEER OF RECORD FOR THE PROJECT SUPeRSNU CTNR! WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FORTH INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHIM E 0 &MALLBECOORDINATED BY CITH E PERMITTING CONTRACTOR. 4 PARATE [D [rl SEALED ENGINEERING SriALL Be R EIQt Z R To De JATF FROM LOAM ED ORDER. DMAT! FROM LOADS, DeFL oNS, OR SPANS COMMY,11 q Q O « C HAY CONTACTTNIS ENGINEER FOR ALTERNATE SPAII CALCULATIGNS AS MAY BeB! w ESYSTED. 5 THE SYSTEM DFfAILFD M[RHN IS GENERIC AND DO14 NOT "117RWIDIIy INFORMATION FOR R FOR SITE CONDITIONS DIFFERENT FROM W THECONDITIONS AILSO HEREIN, ENGIFEEROR TERED OETATLEE HERE IN, LICENSED REIN, TSfo,L ARCHITECT SHNIPRHIS OSITE CUSPECIE][FOR USE IN DOCUMENTS USE HET 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 6. DESIGN RESS RES NOTED 7 EI 2 E PPJE95U L FASTENERS DT W DED BY R 15 SAFETY FACTOR. 7. ALL B! j:'YB OR SAC GRADE 3 UNLESS NOTED w y CJ FASTO CADMIUM -PLATED OTHERIY19E. FASTENERS SHALL BE CADMIUM-►UTfD ON OTHERWffiE "SPECIFICATIONS Z N ~ a C CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH FORALUMINUM 9TRUCTVRES-SECTION I.3SYTNEALUNSMUMASSOCI.ATNIN, Q W IN C,� 6 ANY APPLICABLE FEDERAL, STATE, ANO/OR LOCAL CODES. V ; B. ALL STORM PA MSw LL Be 24G SREL. Mo 02 " R P 4 e STORM PANELS SHALL COIL FORM TO ASTI•t MSD Y Ci a STRUCTURALOUAU GNILVAMIzED COATING WITH R MINIMUM rT�e.N W ALLizioOHE EXTRUSIONS SHALLBE 6D63-Tit ALUMINUM ALLOY, 10. ALL ALUMINUM M UN UNLESS NOTED OTM ERIYISE. •Q HANGED AS FIELD OETANE SNDYIN NAYaE ED VERTICALLY N DICTATE- CONDITIONS CONDITIONS DICTATE PANEL. NAY BE MOUNTED VERTICALLY OR J HORRONCRET AS APPLICABLE,SNOT 12 CONCRETE AN[liOR5 NOTED HEREIN SHALL BE EMBEDDED TD Q NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURERS RECOMMENDATIONS. 13. THE CONTRACTOR TS RESPONSIBLE TO INSULATE OR PROTECT ALL SB @ ! 9 MEMBERS FROM DISSIMILAR MATERIAL& TO PREVENT ELECIPLOLYMS, 6 6 24, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR• z1�lh tl1 et. EI t OEMNIFI S 6 SAVES HARMLESS THIS ENGINEeit FO AL COST 6 DAMAGES H sA P L 5 LL e INCLUDING LEGAL FEES A APPELLATE FEES RE6ULTING FROM MATERIAL li E FABRICATION, SYSTEM By LOCAL, A CONSTRUCTION PRACTICES BEYOND THAT (J1LLm FOR BY LOCAL. STATE, A RDERAL CODES 6 FROM RRRR ♦t C U y� DMA O OtV1AEXCEP OF THIS PLAN. isEXCEPT NO ADOP7011AL EXPRESSLY PROVIDEDARIF l CC NSOR IN EN, O ARE tR. MAN TO TNIS DOCUMENT 16.ITI cTIRM ON5 OP A ADDITIONS A. ALTeRATIONS, ADDITIONS. OR OTHER M a �B RR lGS TNIS LED WIDTA lI PRE NON ELS S AL'DANO RM A PERMANENTLY LABELED MIN 17. PANELSSHALLB MINIMUM OF fI)IABEL R a ONTAINNENTLY MG. FORMA'TON PEP EVERY 3 p FELT, CONTAINING THE FOLLO.YING IN PGRMATION' = Yq WEST PALM BE SH CH, FIL R5 Air GLASS WEST PALM BEACH, a C ! T TAS 2DA TAS UC aTAS VA FLbR10A PRODUCT APPROVAL NUMBER � OL9MPfrRW"X NNMO�M 20-31543 acue: VISIT ECALC.10131643 ■Era A6 u _ .. ,,,• faN-,..;�qvp « ter,.., •,-9 Z• J r "D ■ TgiML M RErpn3 fle-CCl MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT Jt < g rid 45Q a .gg Z a 1tp d U 'H' H.aa.I ff ff ff a4^ as 2T a4' ff a^ z3• e' O.kk 1-ut Hpaair 0" 0" 0" ZY 24- 25- Zr 211' T 2 35 V Ha•Oer d P P a' 2T 2 4' 25 2Y 2f O' 2! 2S tie' n 2s5691utl Anak, 2T Y!" 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AEWi SE r7pM OM [AAA al 6£ P[A ¢[T4I1 -r • 'at3 APHt I, r080rH 22 .(WfrM On WDHOIR T1TiCn LY)LTS AND' PANElS,•&7T., WITH PANEL • 7 244A EASYEN[•5 f it 3' M 4.25' O C 5. w. ,srrA wr Sw✓r !6- MigMW+ USIPN ONE 111 DP 1HE OS.Orq a BD1TCw• CiDSUA6 PER INGRM tPFTAII % 1, u91NG ANY MOWING CN"OmaN S.O.N.II IN TN[BE C4LMMN,S L OPTIONAL INTERIOR FASTENING DETAIL N.T S. -1 PANuL INST aLEL rFOM 1NTlAl04 Nnit. 1•s.s sinew L AC19NE sTAtW •++ M A'I 9 NVTA WAS,"1 PC .v •.::. 1N NNE FAR / K' :e . 1' MAL1rlAY AAEw / STUD W/ WASwER[6 MTI,6NJi 1 Ir♦(' D f. {CONNlCIS AOrTOM NOum ["1FUSI0N r0 ACNCPM P •i Awf- 1 3. Ui coark FIRE As "iya (eke". ANCHORS .1 ' - r.x'Mq,r-FN. NInAYr.:-. Easrlwec. E HOLLOW a- a - HOL WACIMI,w wFTwe VALUE WKN 11• ANOGN 20 31543 wJDD nANINO sM4anDz:aLt. f tA[-•• ANEL Mf4tt 10 EGII[5J PA F6I EA$t tMXRtPT1M' M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING /Z l 2.990" 2 250" 1-2 250"� P 09a" �0 0EA" - V, 2V sluu x 2 250" 0,750" 11UUy1 z i ?• • L4P U.L. - 0.094'. -r 0.fA4" 8.09i�' F i �.625" � 2 1131.1M -^w1• .-r.LE03.W0"FR ; 3 D.062 �ram-. � D62" -T.W0125�$ 18 GA8004094" T T U.0 .0443. 6 006$$ PrvT3 0.TL77Ps• 2,000" II{ --o�Iw]e/IJ00e;2" 711 9093d' , 375^, 5 2.2502.00•)2.020 W'BIIEO_OUT.vr��uH :gEeU} V HEADER 4T�-µ= �J-PNI L:L09URF /.�Sil� 6u 2 1.SL 1.560"L- �L.360" 1•i A -'1tIj.TqrfT4,_--B-UIlIIL'3O-0.17"9 MAY RD 6:NTn.uCT0A�I 3D"13" 0.19T.wWnN 00090.o.251455" 2001 ..5 6i'150" 00.0.36055.20 12.5D6' PANEL COVERAGE 14.a75' PANEL ENGT -D090-TYP• 5' 0� '000.2.70510500..' " .I".007" 3�Q9S'ITYR 99•" LA -OUT -OUT''r TRACK.TRM � !""/GGG�;"'/ll.rrriJttt3 cW `uw ��bM� E� 0. 190" IT z _ LEC DIACiVeiDN F rl•. vAv.: _LL'1vi 0.125' �•� PE/EHSED w /MARG•.:a5• 'rye AY4L @ "r" ANGLE - tCK IEXTEH 1 • *rnI A:.•.NI .RJv: '� z m ' � lid a 3AOO" `:�D•2'-';Du'•cc a=CArhi = 8 x > jj;; OVERLAP U:iTP4[e?YI •I. NI>tlrr lf) ov � $ � � C A- MAX. (.\ COWIER LOSURE DETAIL 1. �.2S• MAX. 3 fJ MAL < MAX. rL' ,l,r ::. 25, D Tlv w.; i rYBUILD� ,l, y "r n _. CT!•N :I ^-. EIf•N D DISTANCE rrc u^..T cr ucly vi/."YfWMY •✓Y'] TST,Y NI IIUIIMI ,. nod OLSTANCE UJ CE NOnNnffl -- J - l - 1'". J \ .Il [. Y-:IL• _ -_ v.:rk`hPt:: H;: IF':vJVYSL". _":Ii•.a :M EMBED _ _ - Cr S.IET LP-.; :A Fa'rxY N•>V :_r6L2 TAN.} ':s E-�i 1.ODD" ,•Yyr1,r,,4,,' '1"�-1'.w OVERLAP ,".Trio, 3.82D -1 0 211 A f� lid ih MA �25"MAN /1wll lW>wl Nb lwr l:N\rNr nFlnb Soo rARNF 1J T4T NI 9 777 77 MIN MAX. , M]N low -EMBED MB W N fN "� n001HNE0. ClO5lIRE OETN lClOSURE OETNI _F' ".n}' F§g •� EMBED Y y $fir g /\ TP,PY MIXlm CIA5U0.E llElA1LCIABURE 11ETA1L WPltl R ,-n.F�r Q g P G E'j Ea1 NTS rf ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS,. PANEL FASTENERS 4 12 5" O C EiI®��Ef�l��■®F�'711�GBY ®MMM®Hod MM tIE1�MM _ � i ' � , , P• y ®Elm/O/,!/ii,'q//%i�'�//��,%//iy/�//�y��,%�.s/�e�-�Y/�c9�i. [�El�am��®[T9■�E�� MB iMMOMMME �®MM �00 �E III J( N UESIGN AYCNOA PIPRE55uRE T♦Pe !SF ''� TIP ,D' •, !q'M IP ILA P-I f:,NM TIP tl 11' r C'ONN TY!' Cl Q C3 C4 CONN TY/!I CS C2 C3 Cq COMN T♦PE r.l C2 C3 C4 V"rr EMAED J3 I-- u p-�� r,� 46 p- aw'- 8-- 52 7Z t2.5' 16,0 16,0' 10A" 12.5' 16, 0' 160 7.5' rz5' lad! 160" e.B' 12-T' 36.0' 131161" 32 T' 1a 0' 14 e' 6 D" 12.5' PLO 16.0" 7.: 12,5 160' 14 7' 6A` 5 2 ' 36.0- 14.7 6.0 11.5' III T' 16.0 16.0" 15Xr 14T 69" 60' 12.5 3Z 3!, 16.0' 161' 147" 60• 14.7' A.0" 125' 125' 10.0'1.T 60' IAD' 14T' ell' O q •34J IVY OUCL. 33 WOOD SCREW 41 /0 52 72 12.5' 16.0 16w ]01' 12.5 16.0" 121' 7.0" 125 f6.0' 30.8 6.2- L2.S' Mo. 141" B1' 12.5' 16.0' 9. ' S 7 6 12 S 76. 0' 9.7' 3-1 12.5" L]S' 12.5' 1fi.0' 120' 78O Ill' I&C' 9.61, 7.0" 64 5.6• 12 S' 12-5 12.5' 16.0 360 160' 9,5 5,6 6A' S.6' 9.6' 5,6" 12 ]s5 125 160" 0.8' i0 16.0° 9.5" S.o' fls Le•. I-VO WRCD 3; TAP CA11i 41 W Laid 52 72 12.5 16.0 16,0` 12.5' 16.0' 11.5-am 12 S' 76.0" 16 2" 12 S' 115.01' 133" 12.5 16.0' 9.2' 12 5 16.D" 9.2- - 12.5' 1b0 114" 12.5' i .0 12 4 6.a" 1 9.1' 12.5' 12.5' 16.0105" 1A0 91" 7 2" 12.5' 12 T' 146 .0' 16.0 9.1 ' E e.t" 72 S 12.T 1 6.0' 9.1' ]A.0- 0.1- 7/1U'r 5,W EMBED 33 AIPI'IHI�'HIA'1 /I WOOD[/•-, tn( 48 �C ,3.I/fWW 52 �"'.a�P I2 125" 16.0186' 12-5, 15.5 6 0' 5.1" 12 9 13.8" 5.3" 41- 12.5'3b.O'TO' ill.12 S'12.5' 46" .1' 6.21" 12.4-lie 41. 12.5' 15.4' S9" 5W 6.25" IZ.3" CT' 10" 6125` 12.3- 4.7' 4A` L2. S' JI2' 35" A.?- 619- 123' "'. ♦O•' A25" ]73" 4,T" 4.0- 6 25' 123" 4 7" 4-W 627' IZ I' 4 D' 6.25" - 1" 4 4 a - AN H R NOTES: C O I ANCHOR SCHEDULE APPLIES TDALL PRODUCTS CERTIFIED HERE IN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EKISTING STRUCTURE MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELEQ CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR W ENII F)CATION OF CONNECTION TYPE). 3. 'PANEL FASTENERS* ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS ' I " TRACK STUDDED ANGLE ETC USE 6-25" O.0 PANEL FASTENER SPA TA R ( )QNG TABLE VALUES FV ALL"N' AND "U'-HEADERS (INCLUDING BUILDOII'n CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTLRERE' RECOMMENDATIONS 5. HOLLOW BLOCk HOST STRUCTURE SHALL CONFORM TO ASTM C90 U XX. 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, J MINTNUM EP98EUMENi AND EDGE DLSTA NCE EXCLUDES 5T1K01, EDAM, BRIIX, AND OTHER WALL nN15HE5 WALL FINISHES SMALL aE LINKED TO 1/4" MAX OR SHALLEE yE0.1n6D BY OTHERS TO ADEQUATELY TRANSFER LOADS TO H0.9T STRucrUaE 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE EXISTING STTLUCTURE)5 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" K 4• (MIN:) WOOD STUD ()','EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE''OU rHERN PINE"G-055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 11. REMOVABLE A ARE DEWALT PANELMATE ALL -PO HCF100. INTO SOLID -SET 9 BRASS BUSHING L2. MACHINE SCREWS SHALL HAVE In- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. NO I3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES S71JCCO OIL OTHER WALL FINISHES. 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5. * DIRECT MDU NTING CDNDRIDNS. LB LINEAR INTERPOLATION 15 NOT PER MrTTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET N N > O� U N C= o C co CD-0 Z3 CU U V r o o Q s_ _o CU O O -+- LL E� U) W LA O or- CU .� ��/� V/) Q Q E Z Z W J W }A W U) 0 L C/) ir. Q) 0 U (3) LU c C Z Z Q J (Z SHEET NO. SH 1.5.