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Home My WebLink About36363 Camp Fire Terc',4 Cr 0 C'4 M T C'4 r1_ LO C> 1 �2 r1_ LO C> C14 C.0 C14 co I C%4 U') 0 C14 01 LO C:3 Cn :I_- 0 C14 CD CL E E 0 Q> 9 CN LO In 0 Q_ C'4 C) C14 LLJ iE D i ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or RA, Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag, Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F. F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FIRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SID. Smoke Detector BP or B.P. Bypass(door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWIR 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) SPECSorSPECS. 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 KNVall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space T13 Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T. 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. 0. P. Top of Plate DBIL 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 DMF Decorative Masonry Finish ML or M.L. Microlarn V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Veft. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalarn 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 W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WID or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or VVDW. HDR, Window Header EXP or Exp, Expansion PL or P.L. Parallarn WH or W. H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I. C. Walk-in Closet FBC Florida Building Code PLNT SHILF or Pit. Sh. Plant Shelf WM or W, M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WIP 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 WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin, Fir, Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS VERSION DESCRIPTION —DATE 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 FBC2020 CODE UPDATE 2-16-21 4.0 ENG. REVISIONS PER TRUSS ENG] 06-15-21 4.1 STAIR SECTION REVISED - C.M. UNIT -A 1532 ni M.,M], I n on III mom OMNI 11 0 OMNI HIM 11 U IN I I _U I OZ-4 U IN I I -U 1014+ MEN ME U IN I I -U I IDZI+ 6 - UNIT TOWNHOMES (A C C C C A) U IN I I _U I UZI+ 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS -C.M. IBM 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. 6�U NIT TH (153211111111111111111 1624) UNIT -A 1532 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 V 1 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 EXTERIOR ELEVATIONS 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN 11.1 FIRST FLOOR ELECTRICAL PLAN 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN Ll LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS 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 FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EGIR 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, C-1� C-4 >e C)- Ul) LA C14 C 2 cc co 0=1 90 G., U u LU Les CM c 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 bearmg Engineers signature and seal. W 'm Aft U W N 0 cl) C, C, cc: 0 r- r Lu C%4 CD LU IL 13 ro c, Ca LL LL U) Z 3: 0 0 Z 0 X IM W, C'J C Co Lu wo C'P Z LL 00 0 of 0 Lu LO Ce) Z < 0 = N < 0 Cn Z b d W 0 < f3__ V) 0 Q) 4-1 Lai C, 0 V) V) LU U) U Z5 U) T < Q0 z o z< z E E z < Q ru E 0< Z It -z J3 21 < o 0 0, z Z Q) �z <w 8 3: -. z , 0 W c, < 2. 'o z < 6 E 8 Lu, o-l�w 0 0 C:) E2 (L' 00 > 7 L) 0) C14 CN C%4 cc LO CL E 00 U) co cr) Co +_J 4-1 co 0 (D LO C? co Lo E co C'4 (0 C) C:) M < 04 to Lr) E CY) U') 0 M Z C E E 0 M < JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. C11`1 C.0 C11`1 r') Ln F— Z3 v- 0 C14 9 -Ki- C14 r— Ln LO co -.4- cN C14 tn LC) Cr) 0 __j -.I- c14 r— L0 Ln C=1 I r1) C14 F— cf) 0 C14 CD C14 E 0 E 0 9 0 L= C14 LO C:) cl-A LO Z6 Cn CD LLJ M Cn NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I'" 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 I FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERIVIESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN LU U) I %JN CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" #5 CONT REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=1'-T CMU WALL (1) #5 REBAR @ FILLED CELL N E=-] — 6x6 W1.4xVV1.4 LU W.W.F. 4 4 4 15, 4 4 0 4 (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTIN SCALE: 3/4"=l'- 5x5x3/8" A36 STEEL BASE PLATEA �—T =q 5 4 SECTION A -A A 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 rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL Ole 541-411 18'-4" 18--0" 18--0" 01 13'-4" o, 3-8-- 3'-81, 13'-4" 1.-0%. 13'-4" J 3�-8" 01 '01 '0 VERIFY VERIFY T-0" x T-T x 1 1.0.1 VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD T-0" x T-0" x V-0" (2) #5's PAD PAD PAD -4 HOSE---, 1. Z-O" x 2`14' x V-0" 1 2'.0" x Z-0"x V-0" 2A" x 2'.0" x 1 1-01, �-HOSE -qO —SE - BlBnMT=:�j w/ (3) #5 E.W.. RIR BIB wl (3) #5 E.W. w/ (3) #5 EW w/ (4) #5 E.W. -0.'x V- ,EW C-3 CONDENSATE CONDENSATE U U CONDENSATE -1 F LINE LINE LINE I 4" El FIN. OL -4" ELEV. FIN. -4" ELEV. FIN. f*'7� - 11 IF rA U-1 LU Cl- '--r CONC. SLAB 0- CONC. SLAB CONC. SLAB 1.0 C� CD 2 V 011 �3 4" 81, 1 '-8" " I L. - Z-8" ,1 e 13' J J- I I I L. -101. L. lA L 6'- -10" S-110" Z-8" 2'-8" 3 3 6 6-8 1 3'-10 3'- 10' 0 40 0, 41 4-4- �4` 0 M N 0 11 0 M 0 M :4 Oil - PROVIDE I)LRE�CESS -OR PROVIDE 1 Y2" RECESS FOR Pl DE Yj'l IbE- 19 - 2'- SLIDING GLASS DOOR. �EFER 0 SLID E ll� GLAS--SD60-R RE-FRT-p- �LIDII IG GLASS DOOR EFER F MASON'S SCOPE FOR V IDTH F MASO TS SCOPE FOR WIDTH MASC N'S SCOPE FOR V IDTH 1 00 L 00 cc - I 1 00 A I PROVIDE LINE FOR PROVIDE LINE FOR I ICE MAKER I I I ICE MAKER 47 4-77-1 r 717.. '-1 n 3Y2" MIN. 3000 PSI CONIC. SLAB FOR C� 11 11 1 -1 Hill V HERNANDO COUNTY ONLY. 3Y2" MIN. '�T IT) 2500 PSI CONIC. SLAB OVER 6 MIL. J1 7 VISQUEEN VAPOR BARRIER t DBL. SINK wl C9 DBL. SINK wl DBL. SINK wl C? C.j. DISPOSAL zo DISPOSAL C.i. DISPOSAL cc ---------- fr�- = - - - - (0 r55'� r ---lr- --11 r- 1 0 11 0 1 I 111L Jl, -ill IL -i L -ill I i I L==z- 2 � L i TYP. @ L -L 2-STORY U.N E 3 E 5--1 Oj-- 5'-982" 8 rl 2%' 25" 112'-�2- op 12'- 5�1 8 5'-9j PWO PWO d 0 C.5 14'-6'1 3'- 1011 1, 3--10" 14'-2" 14'-2" LO 3--10" A 00 F-1 I F- --1 F-� M 19 1 10 0'-0-- ELEV. - 0'-0" ELEV. 0--0" ELEV FIN CONC. SLAB FIN CONC A FIN CONC. SLAB -7 7 - C.j. I C.j. 00 1 C. rG G -1-7 �3 1 --_ -7 1 -7 -7 9 @ FOUNDATION @ FOUNDATION I I @ FO �0 UNDATION A 1-0 '01 1 �'-4" L, '2','0" 111 2-10" 16 16-0" 2'JO" 00 -7 ,2 F -11 co F 13 L -11 IL _7 L i 0? C? _7 7 10 JELEV. APPROX. I il-1/2" BELOW F.F. I ELEV. CAN BE NO I N\ N I IMORE THAN 1-1/2" L A BELOW TOP OF F EGRESS DOOR ITHRESHOLD. FIELD rK 19 iVERIFY K (0 K K (0 I\ H N 1\��.HTI/ I PROVIDE 1/2" RECESS FOR 0 1\ �3 �, �3 PROVIDE 112"RECESS FOR PROVIDE 112" RE E R k.. �3 L L CD C S zo -1 T -1 A L FRONT DOOR. REFER TO EFER LFRONT DOOR. REFER TO __j L FRONTDOOR n,,- 12'- M�SON'97501�-EFOl FOR WIDTH MAS-0-NrS 900PIE -FOR WIDTH e_ -1 OTI 91 op 7 FM24 F FM24 Im 110 [[a 13J r/////, Im I I Ed j IM , Ell 411 4" -4` rx INI-LO 4,_O., 101-15" 1 1 10'-6" 1 0" ;l .-0"1 4'-0" 1 -8' V-1- 4'-0" ;I-01VO11 101-6" 01 40 In 10 10 01 co -60 0 o? 9 OIL 4" ELEV. FIN. C? CONC. zo 9 jjk-4'- ELEV. FIN. -4" ELEV. FIN. Si CONC. Sl CONIC. SLAB rpwo L: -A —C.j. C.j. C.j. 9 10 Lr) 7 Uj C.j. C.i. 11-4' 6-8" C�) + ii�wo * 31-01. x T-0" x 1 All Ic? I T-0" x T-10" x 11'.0", w/ (4) #5 E.W. 9 wl (4) #5 E.W. C> I I ELEV. APPROX. ELEV. APPROX. 1 9 1\ �3 L 0 LO 1 1-1/2" BELOW F.F. 1- 1-1/2" BELOW F.F. I r5 5'�-N I ELEV. CAN BE l I I ELEV. CAN BE NO I MORE THAN 1-112' MORE THAN 1-1/2" A BELOWTOPOF BELOW TOP OF EGRESS DOOR o? EGRESS DOOR 2'-6" x 2'-6" x V-0" THRESHOLD. THRESHOLD. LO 24" x Z-13" x 11'-0" C? W/ (3) #5 E.W. wl (3) #5 E.W. 9 A� Cl) FIELD VERIFY FIELD VERIFY �3 rj-*� i - x co 0 S3 - 1 3 A �0 0 "SEE S-3 FOR -1 RECESS OPT." 00 L 50 o? HOSE BIB \, �3 k1HOSE 3) E' (2) #5 VERTICALS —(2)#5VERTICALS BIB BIB SE (2) #5 VERTICALS WIIN FILLED CELL W/IN FILLED CEL WIN FILLED CELL 8'-0" -T1 --8" V-8" V-8" V-8" 6-8" V-8" 8'-0" 13'-4" 1 V-4" FOUN SCALE: Y4"=V-0" V-8" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL DATION PLAN - LEFT SIDE I A�.- t ti LL, Cn CLr— C= cc C-) C C14 In C14 CU E Ilk/ 0 ol" tz '7� 6 F OF E SZ, N� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these Residential th Edition, Engineers s ignature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. E S 0 C81 24 0 W *1 0, C a , ) 6 - - * 00 0 co LL Lu c� L 0- �e CD LL V) MAN -- Z� ?: zo Z 0) i�: 0 Z) 2,0.- 0 4 M Lu :3 CU W 0 z U) Ci 0� 01- LLJ IL 00 z z < 0 z: IN co 0 b z I W U0 .2 4-1 A 0 Ln V) LJJ E U 09 Z § -j E Z< a 0 E U Z @ 0 C1 :E 0 00 E 10 0 < �z �z z U:> 0� .0 0, z 110. m �z 0 2 W I z 00 W C/5 < z Cn 0 1, ej.0 C:) > 00 U co 4i 0 a) CN CT 60 W o co cy) 0 (D C? c) Lo N It c1r) C:) C:) (:7) c-6 C\I < ill (0 -- LO 4i CV) Z, z E CU CU E 4i 0 < C a) JOB NO 23-05719-05724 SCALE : AS NOTED SHEET NO. 2. 1 1]-- -11 -11 - F - ---F--- -- — -- - I - I Fall --1 1. �:,l m I a&, Afklvill� i,i, W�i CN 4� 0 CN U) CN 71- LO CD LO C I D 714 ZD I C14 cc C14 PI-) V) Cl C'4 c1*14 LO CD 0 0 tcz r*,) C14 CD CN E 0 _j LZ C14 L0 Ca._ C14 (ZD C1.1 L0 6 0 cm LLJ S 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 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) 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 LU CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0� _#5 CONT REINF. EE S FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 VV1.4xVV1A W.W. F. 4 4 .4 C? A* (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING( 5x5x3/8" A36 STEEL BA OF- r- LM I ZZ I I 51, 4 SECTION A -A A SCALE: 3/4"=1'-O" 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3i 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT SYMMETRICAL 1 1 VERIFY T-O": LPJAD LOCATIONOFA/C w/(4� PAD �_HOSE 74' x 24" x V.0" &JN w/ (3) #5 E.W. All CONDENSATE LINE 4' ELEV. FIN. LU a- CONC. §5�_B 1 �2 2'-8" 3-10" T-10" 1 It 64 54-4- 18'-0" _O. -0" 10 134" T-8" VERIFY LOCATION OF A/C AC PAD PAD 2',0" x Z-O" x 1 i.U� I I H 0,' W/ (3) #5 E.W. 118-4- T-8" 13�4' 4 VERIFY AC PAD LOCATION OF A/C PAD (2) #5's )SE Z-0.1 x Z-O" x V-0" w/ (3) #5 E.W. q'%NDENSATE CONDENSATE 7 F 4' ELEV. FIN. LINE LINE CONC. SLAB lit" '41-11111 7_2" 7_2" 111" 111 L - 73 4" ELEV. FIN. CONC. SLAB I., 0 F JIB M - Ir rg// 0 N 0 M - M F_ PROVIDE 1 Y?" RECESS FOR PF OVIDE 1 Y2" RECESS FOR PROVIDE 1 /2" RECESS FOR I— -9-S-06-0 - __ I— — — — I— __ —1 — __I-_ — — — I- TL DINTGLA -R. RE FE R TG SLIE ING GLASS DOOR, REFER TO F SLI1 FN_G GI ASS DOOR. REFE I TO F - I 1 ' ONS SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH MA, M) SON'S SCOPE FOR WIDTI- I I 00 _j I 'FROVIDE LINE FOR PROVIDE LINE FOIR ICE MAKER I ICE MAKER INDICATES FILLED CELL W/3000 I �3 PSI CONC. GROUT FROM FTR. r7l 71 --1 TO BEAM W/ 1#5 REBAR VERT. 1 [7 ABOVE SLAB. TYPICAL @ ALL lij, t) I I j �11 1 11( 4- )11 A% M2" MIN. 3000 PSI CONC. SLAB FOR 1 7 PLACES SHOWN HOOKED FTG. HERNANDO COUNTY ONLY. 3Y2" MIN. 1� T DOWELS 17" EMBEDMENT W/ 25" 2500 PSI CONC, SLAB OVER 6 MIL. L j�_t LL �2_j EXT. ABOVE SLAB. GRADE 40 VISQUEEN VAPOR BARRIER STEEL I c? DRIBBISMM/ C? C.j. DBL. SINK w/ C? DBL. SINK w/ DISROSROSAL �0 DISPOSAL DISPOSAI� - - - C.j. C +J. 77 F III " 11 -) Jill I 1 1111 r, 11 r, 11 111 11 -) 1111 1 III, JL -ill I I I 111L--JL--Jl IL JL_ _jT I L ' L - - - L C��j - L L_==2L J A __E__= EEEE E E Z. - 11 __" , E -3- 5 ._93.1 I -A., 5-938-" 102-1" 12._5:1�', 8 8 t 12'- t25 5' I I fp*'VV�01 rPWO,1� \,D 1 zo d d C5 zo cD I I I 101, T-10" 14'-2" 14'-2?' T- 1 1, 1 3 -10" 1714'-6" A 7_ -7 -7 10 In 77 OIL 0'-0" ELEV. 4 0'-0" ELEV. - 1 -7 OL 0'-0" ELEV. - - FIN CONC. SLAB FIN CONC. SLAB -7 -7 FIN CONC. SLAB C? C i C.i. Z_ C.i. Co -1-i0io; �0 7- -7 �3 @ FOUNDATION I @ FOUNDATION @ FOUNDATIO A 6 2-10" 1 -7 1 16-01 '-0" 2"0" 16--l" 1 -7 1 1 1 00 A F L J-1 L i _j r 50 -1 o? [D Z_ F_ ELEV. APPROX.1 1-1/2" BELOW F.F.1 ELEV. CAN BE NO L MORE THAN 1-1/2"1 BELOW TOP OF EGRESS DOOR 7 \17 THRESHOLD. FIELDI o? �0 K K K VERIFYi \HW JI C14 I(\VV H H N111 P ?OVID� 1/2" RECESS FOR il,ROVIDE 1/2" RECESS FOR L <_ S3 PROVIDE 1/2" RECESS FOR F �O LRONT DOOR, REFER TO LOOR. REFER TO LRONT DOOR. REFER TO _j 11E ED IlDr—, TTA I M SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 101" LZ-1041" 1 014" MASGN7S S E FOR WIDTH FM24 FM24 10'-6" _4" ELEV. FIN. zo SLAB'll _C.j. CS rc, 9 r5 5**\ Av �1 2�6" x 2'-6" x V-0" w/ (3) #5 E.W. L 1 (2) #5 VERTICALS \—CONCRETE W/IN FILLED CELL SLAB PER PLAN FM2 BOLLARD DETAIL 11-4' SCALE: 3/4" = V-0" T-O" x T-0"x V-0" wl (4) #5 E.W. A 73 [ 55 1 1_12�1 TYP. @ 2-STORYU.N.O. LO 4" 1.4'-0" 4' �O,,�.[ '4' �,_01, 11_8" 4'-011 0" 10'-6" 10'-6" 0" .-0" 01 4'-0" J.- 01 01 4= C? op I 9 01 01 1 1 C? �0 14" EL V. FIN. -4" ELEV. FIN. OP 10 A CONC. SLAB CONC. SLAB C) 0 C.J�� C.j. 9 1j7 �<, L0 C.j. L0 C.i. 21-1- � + 7 ELEV. APPROX op ELEV. APPROh T-O" x T-0"x V-0� T-0` x T-1)" x V.0" 1-1/2" BELOW F.F. 11-1/2" BELOW F.;-'-. w/ (4) #5 E.W. I w/ (4) #5 E.W. LID ELEV. CAN BE NO MORE THAN 1-1/2" ELEV, CAN BE NO MORE TIAN 1,112" r55 BELOW TOP OF BELOWTOPOF EGRESS DO EGRESS DOOR 0 THRESHOLD. THRESHOLD. LO 2'-6" x 2'-6" x V-0" A w/ (3) #5 E.W. C) 1 1-1 FIELDVERIFY FIELD VERIFY 00 _j % SEE S-3 FOR oc _j EC ESS OPT." m H SE OBIB 80 T L IN 10 S3 '\\HOSE �Wj 1 11 Mi HOSE (2) #5 VERT 1- CALS 1 (2) #5 VE RTICALS BIB BIB W/IN FILLED CELL WIN FILLED CELL V-8" 8'-0" V-8" V-8" 81-01, V-8" 0 11 -4' 1 V-4" V-8" 6-8" 1 6-8" 131-411 22'-8" 7' �A' All I I I 0 1-- 19 0 19 CNI FOUNDATION PLAN - RIGHT SIDE SCALE: A"=V-0" -,j C%j _CD C= C�4 U- Cc C= W C, cu E Q_ Cs,� 0 1,v tv C C=> < -ell To the best of the Engineers knowledge, info7mabon and belief. the structural plans and specffications 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 8 Cq 0) 0 a) WO @ c? _005 u;- u, u- uj v3) co U u- Z 13 8 .0 vi - D X - 1% -Z G in Lu =3 Co W 0 U) z z LLW b _L0 z LO) LTU �) C14 C . :� L) u) i- 0 L) R 7 71 z N W 0 < < - �7 V) M CD Q) 4--J c/3 LL, 0 LU V) [j) LL, E 8 U 0 < < U_ E z - z < E Q 00 � 0 0 0 I < z < z 0 z U:) < Z< �0 z < z < 0- W 0< z < 0 0 z C) > 00 0 M c1q 0 cy') CID FL LC) E 50 U) 00 I? co CY) C'4 (0 CD C:) ZD < 04 a) LO c6 E E LO 0 ca z E T_ cc E 0 0 0 _j cc < 0 1 0 _j JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. 2.2 1, HA.Ai 1 _T_FFT__FT1' "Md A.110— �[ I AL A , I- . 1), 1 � 9 F_ C? C14 C.0 7 C14 C-14 0') 7 C14 r__ U-) C I :� C" r- U-3 co C'4 C14 r1) t2 7 04 r__ LO C=) C I :) NO C14 Cr :5 C� a 0 M_ C-> CN CD 0 0- E E 0 L_ _J to C14 CD C14 ;73 LO EL C14 C> C-4 W Cn [ ME I r m 0`0 11 M---- -0 OWNER'S BATHROOM SCALE: 3/8" =1'-O" 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" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT2nd DECKING FLOOR ONLY) F. FL. F. FL. 9 ao Cy') WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX251 S.H. 13 20X38J 18 J X 37 2 4 S.H. 14 20 X 50 J 18 12X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 12 X 711 S.H. 1H2 27 1/4 X 26 26 X 254 S.H. 27 1/4 X 38 J 26 x 37 1 S.H. 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36JX25 1/2 S.H. 23 37 J X 38 3 36 J X 37 3/4 S.H. 24 37 J X 50 36 J X 50 S.H. 25 37 JX 63 36 17 X 62 1/2 S.H. 26 37 T'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 4 S.H. 33 54 X 38 J 5271 X 37 1 S.H. 34 54 X 50 J 52 4 X 50 S. H. 35 54 X 63 52,21 X 62 S.H. 36 54 X 72 52 J X 714 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE FL. 17 11 6v 15 14 13 uJ 12 Z < -CONT. 0� HAND RAIL < 10 W L1�7_4 F�l I 2x STRINGERS-�/ 7, DRYWALL 1 1/2" MIN. CLEARANCE X X 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED ___L N 2_1 F.FL� HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =11'4' BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. 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) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W1 112" FLITCH PLATE <e>(2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 <@>(2) - 1 3/4" X 7 1/4" LVIL 2.OE Fb=2950 (2)-2X4#2SYPW/1/2-' Follow QIS4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC: Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches, The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 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 glaole 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. 1ST FLOOR PLAN - UNIT -A 1532, SCALE: Y4"=V-0" 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) F_ - - - - - - - - - - - - - - - - - -1 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=1 '-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 S N SHEET.ru, EE SN SHEET 140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES Ll ED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Open i ng/Pen etratio n Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTIM 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/ 11 1 1 1 1 IT-71 BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9-4- A.F.F. F 1 11 1 AF MMMON � � M � M1 � Z11 111061 1 MEMO MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR 2ND FLOOR 677 S.F. 864 S.F. TOTAL 1541 S. F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. cvl� C= C= JIM- C141 QL_ CL=" C�4 Cc C! E cc 0) Q > W L E �/,Aj C14 e_'b < Yxv To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E S 0 08 C) N a) 0 C, CO -, Q ca _- Lu 0 Lu e K- W� Z 0 N. 0 :3 @ 0 a W :P c� 0 C� M Lu < 0 U) Z 00 Lu L0 Z < 0 Z < W C� < U)V) 2! 4-1 LU 0 V) V) L_U E ta 0= U) Q0 C10 09 Z < U_ c6 E C�_ 0 Z. <� Z, ` E ;�o 00 0 It (.1 C: tw < C) 1Z < 0 0 WC. < W M C Cl> C., < .0 a) > U co cc C.0 co Q_ E ca W -2 cc M 4- 0 C.0 LO .7= C0 LO 04 CD C=) < M LO co (y) T_ E 'E co 0 CU =3 U') Z E W cc E 0 0 -0 _J < _J JOB NO: 23-05719-05724 SCALE : AS NOTED SHEETNO. 3 �h 4'' 1; Wkva 1" AA . 11 . L" U 11'. 1, T Cn C14 C14 r10 1714 r- LO C I PI) CN LID -.4- C-4 LD_ 0 C14 C14 r- L0 C I :) Ln CD U) -in 0 C) C14 0 0- E W Cl- E .2 .3 -2 LZ: C%4 =1 C14 LO NO C14 CZ) C14 L0 U) C) LLJ (D U1 9 i�_ OWNER'S BATHROOM SCALE: 3/8" =1'-O" DATA: -STAIR 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) C� �Y) FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) E2 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 184X251 S.H. 13 20 X 38 J 18 3X 37 ' S.H. 14 20 X 50J 1871 X 50 S.H. 15 20 X 63 184X621 S.H. 16 20 X 72 18 71 X 71 S.H. 1H2 27 114 X 26 26 X 25 S.H. 1113 27 1/4 X 38 i 26 x 37 S.H. 11-14 27 J X 50 J 26 x 50 S.H. 11-15 271X63 40 A 04 11,6 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 4a X 38 a 36 J X 37 3/4 S.H. 24 37 1 X 50 1i 4 8 36 J X 50 S.H. 25 37 J X 63 36JX62 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 -1 2 S.H. 33 54 X 38 a 8 524 X 371 S.H. 34 54 X 50 8a 52 J X 50 S. H. 35 54 X 63 52 X 62 4 S.H. 36 54 X 72 52 X 71 J S.H. 39X59 40 X 59 N/A S.H. E 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER 19 3/4" PLYWOOD DECKING SLOPE CEILING TO MATCH STAIR RISE F. FL. F. FIL, AV- - - - - - - - - - - - - - - - 18 17 U U 16 15 14 Lu 13 0 A 12 Z 11 ,,-CONT. HAND RAIL < 10 uJ 9 8 < uJ 7 T_ or1 6 �0 5 F71 I 2xSTRINGERS 4 F. FL. 4' TYP. STAIR SEC HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2XIS #2 SYP W/ 1/2" FLITCH PLATE <e(2) - 2X8 #2 SYP W/ 1/2" > FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 114 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2'. Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When , Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS -1///-- 7, DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THA 38" ABV. TREAD NOSING METAL HANDRAI BRACKET BLOCKING AS REQUIRED U F. FL. 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 TION . SCALE: 3" =11'4' Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches, The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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 glade 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 guaral 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. C 5 C, N L C= cli LO C= Co in ca; C, % 75 ci a, CD C, W11'RIVINIt i'�_ .......... ,A'S E r CN C1W \NN N ,Q)IN To the best of the Engineers knowle ge, 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 'ot E ga 11- 0 0 M �o 0 N y N CY) �; ` 0 4h Co 41, LO (0 u_ Lu 2 LU ffif J Fig 1,D L. Z LL 0 V, 6) 3: 0 25 13 E r- C0,3 - § M n'-i W �5 �2,� �;,M di 0 < W 0 C), W W � r Z 00 Z� d 0� 0 L" Lo Z < 0 C14 0 U) LL a < Z 0 (.5 17� F-1 F-I W (D C') 10 < < 0 C', LLJ C 0 W& V) V) U) A U-1 = E 2 8 = !--: w U 0 0 C.0 Cl> Cl> 0 < _1 U_ Z C6 E 2� < �6 ca- 0 E C: 0 0 < E Z 1�0 fu Z � Z t 0 CIO 0 Z Z� 82 W co < 0 0 2 > 00 a) 7 L) co CU CN (D CN 04 M co M LO E Cc -2 50 U) c1q 0 LO C? M Lo -E CY) C'4 C:) (0 C:) M ZD M 04 1 61 (.0 co T1_ co E 0 6i L0 Z E E 0 M a) 0 a I _J JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. 4 `6 3'-8" AC PAD TH B VERIFY LOCATION OF A/C PAD ------------------------ OUTDOOR LIVING 7 9'-4" CILG. A.F.F. --b.-O"L. CONCRETE 16'-8" 6-8" 3'-10" 3-10" 2'-8" 6068 SGD % 602 5-SH - d 00 ERF !2468 BF 00 o? 8'-3" 3'-2" 6-7 0 0 DINING KITCHEN Lu 9'-4" FLAT CLG. 9'-4" FLAT CLG (D 10 Z TILE TILE o? SINKw/ 0? D[W DISPOSAL EO L - - - 2x8 WAL L 8'-4" 6-0" 3--8" 16" CNTR. AT 42--L-1 7 A.F.F. -1/2 WALL CAPPED UP 2 3 co 4 GREAT ROOM 5 9'-4" FLAT CLG. CARPET 00 14'-0" 80 9 10 rG G �0 11 TYP. , �3 .7 12 2x6 WALL 7'-0" 2'-8" 4-4- lmalimmmmommom ur) C? C? Z0 *NO UPLIFT* (Pwoi� C.0 FLRG.LINE__ I Q 00 _J to � W.d D1 < S4 . N -cr - - - - - - < TYP. 05 171 1 _J LL TILE FOYER� 1 9'-4"FLATCLG. 2868 . TILE 10 o? 00 9'-4" T.O.M. C? 71-4" V-0 FM Cl) 2'-6" 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC A 2'-0" 4'-8" 1 -CAR GARAG E C) A V f f. 9'-4" FLA T CLG. CONC RETE ENTRY 00 LO 9'-4" CLG. A.F.F. 0 C? CONCRETE AV- fl: - - - - - - - - - - - - - - - - -- 10 00 LO o? d TYP. @ 00 F_: GARAGE cq o? H B STONE VENEER 6-8" 1ST FLOOR PLAN - UNIT-C 1624 SCALE: )/4"= V-1)" 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 SN SHEET SEE SNN SHEET 140 MPH *ITHEWIND NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection F 7 Opening and penetrations through walls or ceilings separating the 18'-0" 1 dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. 3'-0" 12'-0" 3'-0" 40011 R302.5.1 Opening Protection 2'-8" 3'-10" J 5-0" 3-10" 21-811 1 Openings from a private garage directly into a room used for �0 I L) L) ) sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors Mbb_�'5 SH M00--n, SH not less than 1-3/8" in thickness, solid or honeycomb -core steel 1 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 LGRESS 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 o? C? material and shall not have openings into the garage. OWNER'S 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 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 0? 18'-0" C? wall: From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. 6-8" 4'-0" k- 7'4" 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. Bills= C R&S e Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bid. or equivalent applied 0. 3ATH 22"x36" to the interior side of exterior walls that are within this area. 8'-0" _LAT CLG ATTIC C kRPET ACCESS TYP. R312.2.1 Window Sills 0? 00 CD C�l 00 1 1 C 00 M In dwelling units, where the top of the sill of an operable window is F_ 06 I FLAT CLG I Ir located less than 24 inches (610 mm) above the finished floor and 11 ICARPET I greater than 72 inches (1829 mm) above the finished grade or 0 L__ _V_ _J other surface below on the exterior of the building, the operable I window shall comply with one of the following: 1. Operable - - - - - - - - - windows with openings that will not allow a 4-inch-diameter (102 A\ R&S mm) sphere to pass through the opening where the opening is in 0� its largest opened position. 2. Operable windows that are provided 5 2868 with window fall prevention devices that comply with ASTM F2090. (PWO 1� 3. Operable windows that are provided with window opening �1 control devices that comply with Section R312.2.2. Q C? TYP� 7' F. 7 7 o? 8 Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier 60"x complying with R4501.17. 1.1 through R4501.17.1.14. 0 ER FAN 10 R/A M15 7. Re -circulation of Air 11 Exhaust air form Bathrooms and toilet rooms shall not be 4" 5--1 1 4'-0" 3-4' N-8" 1 re -circulated within a residence or to another dwelling unit and L shall be exhausted directly to the outdoors. Exhaust air from 13 9 bathrooms and toilet rooms shall not discharge into an attic, crawl 1 14 F, space or other areas inside the building. 00 1 to LO 00 00 15 0? GAS APPLIANCES Q0 04 16 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 UP 18 appliances that are listed as flammable vapor ignition resistant. 7 A,F*FD % 9 AV WALLLEGEND 1 /2 WALL 8'-0"' IfLAT CLG. CAPPED 2-STORY MASONRY WALL w/ C RP ET 'OD S-4" LO 5-4' 5-8 BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9-4- A.F.F. Lo BATH 2868 4068 BF MASONRY HGT. @ 8'-8" A.F.F. 8'-0" FL, J CLG. C%4 4SH MC CAFPET < R&S MASONRY PARTY WALL R&S - - - - - - - - - - - Co 3068 BF n 7 M A 9 MMENOMEMBEEM TYP. 2x FRAME WALL 2668 4068 BF 11,777,77,77,777,11 BEARING WALL 4-4' 3'-53, 6-0.5" INTERIOR BEARING WALLS NOTED "FLOOR 4'-2" 0. 8 BEARING ONLY" ARE FLOOR SYSTEM > SUPPORTING ONLY AND REQUIRES NO UPLIFT > > __03 CONNECTORS TO FLOOR SYSTEM > AREA TABULATION > > CD 7 10 b.) 1ST FLOOR 664 S.F. BEDROOM 3 2ND FLOOR 970 S.F. 8'-0" FLAT CLG. 13E ROOM 2 TOTAL 1634 S.F. 00 -1 CARPET 8'. 0" FLAT CLG. GARAGE 246 S.F. LO CARPET LANAI 108 S.F. 9'-2" 1 8'-10" 9 �0 ENTRY 98 S.F. EGRESS TOTAL SQ. FT. 2086 S.F. cqv MOD 25 39" x 59" H W_ c;i"t C? MOD 25 SH INSULATION REQ. 39" x 59" I EGRESS LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM r-21-11 2ND FLOOR PLAN SCALE: X"=V-0" 7'-4" '�-NON-LOAD BEARING 2x 1 V-4" FRAMING, BOXED OUT FOR FRONT ELEVATION AT THE 001 MIDDLE LEFT UNIT ONLY UNIT-C 1624 EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFTFACED (A� G.C. TO COORDINATE PLUMBING TO AVOID �0� CONFLICT WITH STRUCTURAL WD. COL. BATHROOM 2 SCALE: 3/8" = V-0" C14 L0 V) 0 -0 -0 C%4 9 UL) C I D L0 C:) C%4 C14 ro C14 U, LO C I D r- Lo CD F- CC, 0 V) CI4 C) CL E C" W E 0 r 7 W) C14 CD C%4 LO 0 0- C%4 C:) LO M ;Z�:; Cn C) V) 1ST FLOOR BUILDING PLAN_ SCALE: Y4"=1'-O" C-j C=D C-i CD �0 C= c= cc C4 a) cD tn Cc k N C" LU ZZ L !Z�� N ...... \1 INI 'C.7 S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 'IT E C 0 0 ce) cD N cIj 6 .2 - - (D 'u u- 5 c9 r-- u- Lu 04 cD a_ LU LL u�' co LL (n z 0 2 cm - 0 i;.= Lu 0 :' 5 c� 0 2 r-;; < r Z co d x 0 Lu LD c') z < U (14 < u) 3 z W 2� oo w - izz-, < c> < < 13 0 U-J V) c=- V) =) u) C-) 6 Lu w 4 E o In < z< u- coi- E z< a c>- 0 E U Ij 0. 57 uo E E M o' . z to < ro < � < o Q) z z. :14 z o W cn c� z' o < Q � o o C 2 C:) 00 L) cc L- CN C�D (D W M co U- L0 CL E d) 60 co U) L) M -T- +-a CY) CN LO cv) LO A 04 (D 0 C:) Cn c-6 E 6i U-) 0 z z E T— E 0 Z -j < 0 JOB NO: 23-05719-05724 SCALE : AS NOTED SHEE7 NO. 5 Q0 -4- C14 C14 1"') L0 V) all 0 -0 -0 C14 CI4 rl- Lr) C) C) CI4 C.0 I C14 F- 10- Cn C14 --j -0- C14 r— L0 LO C=) F— C" CI4 C) E 0 F-- C" CD E 0 0 0 01 a) t 7 C) C'4 LO C) C14 LO Cn LU Cn 2ND FLOOR BUILDING PLAN_ SCALE: 1/4"=T-0" C%-) C%j C= O,j LCI) C= C= =t, C= Cl— = M C' M C4 7 -M — LU >< C%4 CI4 CL) CD C'n 4n L E t/v S E' C14 W F L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E S a) C: OD W OD 0 qut U� Lu 04 0 o- U_ LL U) (D Z 0, co C :S .2 '8 Sof =$ Fa C� Lu < ' iu W Z 0 2 r- M c� Ci r- co z 0 LU L0 L) M CY) CN < L) U) i-- 0 EIDD z W < < cl— U)V) 4-- co LU Q ) 0 V) V) C/) all Lj-j Co E (-) . zs 0 , (a I < co - 0 0 MID - C=1 1.0 cl*� CI> 0, < U- C6 E E 'z z 0� �T' < 5 20 00 C" <cE E 0 0, z C.0 CI) t 0 < Z. z .z . < '0 zCD -58 W C) <- z Z M Mi cy'� 0 CD 00' co E2 cc co F- C'%4 0*4 co E co CY) CY) U-) M LO CN (0 C:) co CD M C%4 CN LO 0 E M E (3) �i z E Ir— E W C: 0 0 -0 M < 0 0 -j JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. 6 - 1:R I I C'4 Cr (n Cn -.4- C14 r1_ LO (D ZD I co -I C14 C14 r-) L0 V) 0 C'4 0 _J -I- C14 r- L0 L0 F- 0 a c- 0 C-4 C:) C14 E 9 Q_ S 9 C14 CD C14 1_0 2 C'4 CD C14 LO rn �Z_ Cn 33" A I It 4 1 V 'IT N_ CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 9" A IV 7" KEYSTONE DETAIL SCALE: 1/2"=V-0" 12 12 4.0F _T FIBERGLASS SHINGLES J, 20" LOUVER — — — — — — — — — — — — - — — — — — — — — — — — — — WJ _t 1131M — — — — — — — T.O.R HDR. -1 F E /—VNf OR- FO 0 SH TE 00 C) I &D 0 EU 1 0 LLL 0 0 UTI 0 0 0111 0 0 L L 2=� MOD 25 SH MOD 25 SH MOD25SH MOD25SH MOD 25 SH T XTURED FINISH MOD25SH MOD 25 SH MOD25SH MOD25SH 16" BAND---\ N � cli �� — -BAND - - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - . . . . . . . . .... . 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ar�= CLG.HGT. B A V_ TEXTURED FINISH TEXTURED FINISH 1�_ i I — I � F__ 9 b I? -XV E�] Ll i" �,F. F L. UNIT -A 1532 FIBERGLASS SHINGLES 12 4.01 UNIT-C 1624 Hill UU� EIE-1:1E] El El F] Ulu El = FU 0 EmE UNIT-C 1624 UNIT-C 1624 FIBERGLASS SHINGLES f WATER TABLE DETAIL SCALE: 1/2"=V-0" T.O.P., 1� I 0� 60 MOD25SH Z /_16" BAND J F.FLJ CLG. HGT Ll Ll 1111 ==E1E:1 L-1 1:1 EI El 10 F I Ll 1=1 1=1 D E] j1I 8'x7' C UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" 12 14.0 FIBERGLASS SHINGLES T.O.P. I 1 1 T.O.P. -1 HDR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR.% 9 9 00 0 80 CD A MOD 25 SH MOD 25 SH MOD 25 SH MOD25SH MOD 25 SH MOD 25 SH MOD25SH MOD25SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH 9 Ag�,— N F.FL T.O.M. -O-M1% TE�TURED TE�TURED TE4URED FI ISH FIJISH F H FL. - - - - - - - - - - - - LIL L�[ - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.FL4 6068 SGD U N IT -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" = V-0" General Notes ROOF CRITERIA: e 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 9 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, or ASTM C1 787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1 /2" long, 11 gage nails having a 7/16" head, or 1-1 /2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1 787, or as otherwise approved. (Refer to sheet SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl -1 /2" long (3/4"-1 " crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 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. 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 ma er a s a e In accor ance w one o e ypes s e in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. Continuously above all projecting wood trim. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 0 At wall and roof intersection. 0 ui - n gu ers. 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 manufacturers recommendations. REV. 09.24.21 LU C*4 >e M C= co -C� W r= Q11 S E %C. n < 6�' �UIP t ��111 'I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C,4 0 53 SO C� 0 0 T 0.1 IN C) EL Lu Z, Z ca 0 Ne 9 0 W 'iffia 04 < 0 < W 0 , Z 00 = 0 �LJ aL0 Z < L) Z: N Cl) L) V) Z 0L) 1:1 El W 0 4-1 U 0 LJJ C5 V) V) Lij E Z C) Of < 0 0 C.0 cl'� Z U_ E In 0. < E 8 CU (6 Q R 00 � E 0 0, Z co ro C '0 Z C) ZZ W C/D C) < IM 0 .0 C113 CS 0� 0 00 U co 0) 04 0 C%4 C'*4 CID E L0 CL E 60 cc U) o 0 _r 41 CIII F— 0 LO cy? ce) LO M C'4 CID 0 C:) M Q Cn Lo CN CD CY) 1r__ T_ . a) . E .E L0 0 Z CU Z E E 0 Z a. 0 _J _J JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. 7.1 C14 C14 C14 C14 rl- Ln C I :) Cn r1_ LO CD Cq C14 In 7 C14 Cn 19 C14 9 -.4- C14 r__ LO CD Lr) C I D 11 C14 Cn 0 31-- C14 C14 E en a) E .2 IV LZ C-4 C) C-4 LO CM 0 CL C-4 CD C-4 Ln En V) 60 CLC A- 80 LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" iGT. R. C? 60 a) 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 ASTM C1 063, or ASTM C1 787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1 /2" long, 16 gage staples, spaced in accordance with ASTM C1 063 or C1 787, or as otherwise approved. (Refer to sheet SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1 -1 /2" long (3/4"-1 " crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertical ly1horizontally 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 ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I Coastal Flashings I 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 manufacturers recommendations. I REV. 09.24.21 C1%J Ln C= Cn r -E fa V) C14 W C= cc; C-4 W E t: > W E C:) -M 0 1,.,�-V/v S SE C', < e'j;J <2- F 'T 0 E x 0 N1, NN 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. Enginee�s signature and seal is only for the structural enginee�ng portions of the drawing pages bearing Engineers signature and seal. W E 81 10 0 00 a) =3 U-) 'T -6 U) r- r — E Lu N 0 1 a. LU (6 co "r Lu EL C _J L a. (5 M LL Z ;3; Z 0 ............ E C? 0 .2 =3 Go Lu < 0 W Z 0� 0 Z �L 0 CN < 0 U) d Ell I Z W < V) CD Z5 0- 4-J u�, - LLJ o 0 U-) U) Lu E u 0- C__ cl� 0 Z Z < ,6 E p_ C) E u 0 � 'Z Z < Z @ 0 � 1,2 rd CL E 0 < .0.0 0< t < 8 Z Z co M C: < Z 0 '0 0, Z 0 0 0 < � Z W CD < 0 0 0 < I 8 C:) > 00 co tm T CN (1) 0 0 C_� cc E 0) LO =; a- E 60 co W L) CIO C; C'4 C=) c6 04 Lr) CY) C11) 77 6 E cc Z Z E CU 0- E 0 1 0 _J < JOB NO: 23-05719-05724 SCALE : AS NOTED SHEErNO. 7.2 I � I- - I_ t 1 0 �� L AI I I U ft— A , �C 1 C14 C14 I") LO l__ 2 C`4 r- 1.0 C=> 1 CT) ;�z 1_0 C::) C*14 _-D I CC) C14 I-) L0 F- X� CY) C14 r- L0 CD C114 F_ o.) 0 C/') 0 on C-3 I-) C'4 CD C14 0 C)_ E F2 E M Q> r 7 c14 C.:) c-4 I') 0 0- CZ) c-4 I") LO CD O:� ZD NON -VENTED SOFFIT SEE DETAIL 55/0-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 1 \4:12 77 U ITCH I W -T 0 4:12 WIC H 4:12 WIC H FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED The Minimum net free ventilating area shall be 1/150 of the area of the vented 4'-0" J 4'-0" J 4'-0" J 4'-0" 01 4'-0" 4'-Ou 11 4'-0" 0 4--0" 0 J 4'-0" 1- 4'-0" J 4- 4. 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 he space to be ventilated. Upper ventilators shall be located no more than 3 feet 1/150 Rule (No Upper Ventilators Req.) 1/300 Rule (Must Provide Upper Ventilators) Ridge Vent Amt (Ft.) Off -Ridge Anit, -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 55/D SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1FFOR SEE DETAIL 55/D-1 FOR -1 FOR SEE DETAIL 55/D-1 FOR L (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. ATTIC SPACE Total Ventilation Provided by Upper Ventilators (See Elev) SQ. IN. of ventilation required SQ. FT. of vented soffit needed Total SQ. 1114. of ventilation required SQ. FT. of vented soffit needed SQ. IN. of ventilation to be provided by upper ventilators SQ. IN. of Ventilation SQ IN. of Ventilation -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN- (Values to be verified with Manufacturer Specifications) s OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA I UNIT s SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. STUCCO SOFFIT VENTS - 126 SQ� IN. OF NET FREE AREA I SQ. FT. If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: LOMANCO DECK -AIR (Shingle Roof]i - 9 SQ. IN. OF NET FREE AREA / FT. INFORMATION 0 INFORMATION ON FIRE INFORMATION ON FIRE FIRE] -1 INFORMATION ON FIRE N FIRE INFORMATION ON FIRE -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) 4 N� C-4 C14 C-4 C14 7: C-) FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT - PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4'OFF RIDGE VENT 4'OFF RIDGE VENT :12 IT( � OFF RIDGE VENT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4 OFF RIDGE VENT C'q CD C`14 C'4 Q Cq Q NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12 10�01r� RICH SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING@ EAVE FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12 > PITCH NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12 N Q, "C 4:12 PITCH SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE � E= 0 C-4 4:12 PITCH A 4:12 PITCH FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT L NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND 7 . 7 . 7 ROOF SHEATHING TYP. 7 7 7 7 2x6 7 SUB -FASCIA 7 EXTEND THE (2) LAYERS _7 OF 1 "THICK USG GYP. - WALLED. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit - SCALE: 3/4"=V-10" FIRE CAULK EDGES AT EACH SIDE_/� DBIL. lx FIT NAILER 1/2" GYP. 1 Hour Separation Wall SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2�O 276.0 (Zone 3) 1 1 0.0 276.0 Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0 (Zone 4) 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/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 Aprl 1 0 9, 2018 Bearing Wall Rating - 2 MR. Nanbearing wall Rating - 2 MR This desigin -as evaluated using a load design method other than the Limit Stai Design Method Working i Design Method). Per jurisdictions employing the Limit States Design Method, such as Canada, a load restriction facti be used - sea Quids BXUV or R"V7 Indicates such products shali boar the UIL or CUL CartilitatinA Marklor jurisdictlarnA employing tha UL OrCUL Cerlifitallibin (Such as Ca reds), respectively. 7 i ig� M41, T. ........... 4 Horizontal, secrion 1, corrMa Blocli - Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manuFacturers. 2. Mortar - Blocks laid in full bed of Mortar, norn. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add IY2 hr to classification if used. where combustible members am framed In wall, plaster or stucco must be applied on the face opposite fi anning to achieve a max. Classification of 1-112 hr, Attached to concrete blacks (Item 1). 4. Loose Ma....y Fill - If .11 car. sp.c.. are filled with [case dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicarre treated partite loose fill insulation add 2 hr to classifica bon. 5. Fee ined Plastic- - (Optional -Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1) ATLAS ROOFING CORP - "EnergyShreld Pro Wall Insulation", "EnergyShield Pro 2 wall Insulation', Energy5hield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC - 7.pe R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' C1 Foil Exterior Wall Insulation" and "Enverge I C1 Class Exterior Wall Insulation" HUNTER PANELS - Types Xci-Class A, kci 286 RMAX OPERATING L L C - 'TSX-8500", "X-8510", "Thermas heath -XP", 'ECOMAX&', "Thermasheath-3", 'Durash-th-21" THE DOW CHEMICAL GO - Type. Th.rm.. Sheathing, Thermax Ught Duty Insulation, Thei max Heavy Duty 2nsulatlon, Thermax Metal Building Boa rd. Thermax White Finish Insulation, The- ci Exterior Insulation, Th.- XARMOR ai Exterior Insulation, Ther-max IH Insulation, Thermax Plus Liner Panel. Thermax Hea vy Duty Plus (HDP) and TUFF-R1- r! insulation 5A Snilding Units - As an altemate to Items S. min, 1-m thick polyisocyanumte composite foamed plastic insulation boards, nom. 4B by 48 or 96 in, PMAX OPERATING L L C - "Thermasheath-sl', "ECOaASEW, "ThermaEase-Cl" I Indicates such products shall bear the UL or cut. Certification Me rk for jurisdictions ern ploying the UL or CUL Certification (such as Canada), respectively. li§t JL42Led on 2018-04-09 - 7' M'WWM GA FILE NO. ASW 0 PROPRIETARY* 2 HOU 65 to 69 STC 817 7=7 0 0 = Ct FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS an, t"ca X Vi X Twolayers 1" x24" proprietary type XgYPsurn panels �nserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels (Nli ,teal components and A 3/4" minimum air space must be maintained between r - - - - - - - - adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6- wide battens of 1/2' PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard - - - - - - - NAILS EA. END BETWEEN screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with V2" regular gypsum wallboard each TRUSSES side of assembly and 3-112" glass fiber in stud spare on both sides. 4'-0" FROM SEPARATION WALL. Height limitaliQn 68 reei SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/Z'(Fire) PLYWOOD. BLOCK MUST BE Georgia-Pacific Gypsum LLC ............. ................ 11-3/4"(Sound) "PITCH CUT" (SEE ELEVATIONS) 1" Densolasse Shaftliner Approx Weight: 9.5 psf TO PROVIDE AS MUCH CONTACT Fire Test- WHI 495-1290, 11-15-94; AS POSSIBLE TO UNDER SIDE ITS Design GPIWA 120,04; OF ROOF DECK. ALL JOINTS WHI 495-1295,3.1-r-95; AROUND BLOCKING MUST BE WH 1495-0743 & 0744, CAULKED WITH APPROVED FIRE 1-28 & 3M6; CAULKING. ITS 3160814CQQ-OOZ 8-30-08; ULR2717,04NK03115, 8-18-04. UL Design U373 SEE PLAN Sound Test: RAL TL 10-291, 8-31 -1 TOP OF PLATE TYPE "Su MORTAR (TYP.) 8" CONIC. BLOCK CLASSIFICATION D-2 PER UL U905 i PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD SCALE: 3/16"=V-0" C%J C= Ct C%J LO LU C= cm M CU C-2 C14 >< M C= _C3 C-4 " cm cc - C-4 CD W -- aff 0 :5 E W = �I: cc ol - cc .0 W W = C= .2 E CJ 0 `V .14 '1101 t 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. As Amok E '00 C,4 C) C81 ED 0 u C? , - r-'O LL Lu , (N 0 LU IL C,:) LL LL z Z 0 -ca Cc 0 CD co to W W U) z Z LL a cc) C5 0� 0 tp z L) < 0 z d d El 0 11 =MC> 00 < c _U 0 In YZDv) LIJ CD 01-" =:9�� LU 0 10 En M ul 0 c::P CID ce E 0, c�_ 0 E 0 12 05 Q 0M . W o, 00 01 zE ra t r. <. '0 Zz W� U:) C 0 .0 0, z 15 C? -< z z W c`0 8 ow ro zw < 0 0 0 C:) E2 `U00 > 7 co 0-4 0-4 17L LO CL E oo C/) -2 co co 0 (0 LO CY) I M U-) 1:T CY) C4 (0 0 CY) II Cn 04 LO CY) CY) 0 E E Cy) 4i L0 z E T cc cu E 0 < C: a) JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. 8.1 (M -3:: 0 LO CD LO CN C14 cc Ln l__ 4:j a -0 C14 __j C14 r— Lr) Ln CD tj 0 C-) C14 E cf) a) E 0 _j 0- __j C14 CD C114 LO r') C14 C) C__4 LO V) (D 0-1 SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) & LAKE THOMAS (LT SCALE: Y4"=V-10" 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 1 1/2" 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 1 112" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" 6 HETA16 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 630 510 10 - 8d x 1 1/2" ID . 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 - 1 Od 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" RT1 SA 1025 900 9 - 1 Od x 1 112% 8-1 Od H FGTR 4725 3400 wl (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 314" x 6" WEDGE -BOLTS J HTT5 4350 3740 6) 10dxl-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD31B 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 1 1600 (16) 114"0" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATIR --- --- M VGT - F 4940 3555 N LUS26 1165/1150 8651785 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 1150/2780 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 1480/3520 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d - 1 6d x 3-1/2" R MTS12 990 850 14 - 1 Od x 1 1/2" MTW12 965 810 14-1 Od x 1-1 /2" S VGT - M* 4940 3555 (16) T/T"—x ="D WOOD SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"xY TITEN HID (2 PLY) or I (52) 16d SINKERS (@ FRAME U MG! 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 1 Od x 3" (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY W MdT- V (2) LGT2 4060-M 4080-F 3500-M 3510-F (32)10d 0-1/4" SINKERS & (14) TITEN TURBO LUGT2 331 O-M 4040-F 2920-M 3560-F x 3" & (10) 1/4"xY DEWALT (2 PLY) or(60) 10dx 3-1/4" SINKERS @ FRAME SCREW -BOLT or (64) 10d x 3" @ FRAME "X" HTS 20 1415 1215 (1 6)-1 Od x 1 1/2" HTW20 1 1355 1140 24-1 Od x 1 1/2" spi 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 1 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)10d x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY 3ARRIER 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 wl 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 (B STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 11 OR 2 PLY CARRIER —(A)— SPLICING Iwl 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O" 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. all SEE SHEET D1 FOR ROOF FRAMING DETAILS RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH � WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12] 1 1 1 1 1 a=4ft mrlc;)�% rluur I 2e en 2r 0 3e 3r 10 HIP -35.94 -49.57 1 1 -49.57 1 -49.57 1 t GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -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: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (2%,) or 1V32" EXP. 1 (13/16) TILE: 1V32" EXP. 1 (3 �'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 ly t 1A11'rU ACrhA ClMn7 MCI C1 rll� If)A 131/� A 1')111 KIA11 x vv 0 Q-V� kJ X . V ) IMMILO 3. GABLES- DROP GABLE END& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER DAC:Tr:�D XAI/ P1 nrV1K1f' 6;1 lr,�' () t' ir Kin r)0nDDr:r) f'-AMI M CKIn ATTAMA ') 40 evo D1 (-irIvikin 1 [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. a=4ft GABLE ROOF > 20 TO 45 DEG C*_j C= C-3 Lin C31 (n C-4 Co >< LL. Cj_ cc VQ W G3 r r C13 C= cc W I.J Co cc E C� U 0 W N -S E 0A % "y 0 FESSX .�N ve?i N\\\' *W111 t I I I t t1k'tkV w 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 beanng Engineers signature and seal. E S 04 0 C:) C) 8 0 CNI C� CD a) 0. :3 LO LL LU cli C) CL uj 13 C -1 M Lj_ U) z 0. z 0 C? X: 0 0: W IL W Z �E. F0 04 M Uj < 2 r-- co 0 a) U) r- z 0 Lu co U co z CN 0 0 Li Lj Li W M (o E3 Q) CD Z5 - 4-1 Ul LU 0 DUell CLI" Ma U) L'i E 0 C.2 co z< C6 E 0 E 0 0 1W z < 0 z0 i-'— r6 CL E no M� x 0 <- 00 D 0 01 0 < z Wz z C0 a C: Qj �z 0 z z _j z C. CA 9 < 0. WC A ca '0 2k 101 2 C:) 00 7 M CN C-�j M Co U_ =3 E 60 Cn .2 cc 0 co 0 e.0 co I CY) LO CY) (N (0 C:) M C:) c6 < C.0 co 4i E C11) 0 z E E CU 0 0 _j CU < 0 C: a) _j JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. 9.1 1 11 ii I I lil , .111 1 -1 f 1 1 - __ - I I It IF- i__FTFTFI-� I :. I 11"i.�ililffiLk �ikl I i . 1� 1-1. 1 , 1:: 1 - L __F_F_____T__ - j I I I I I r I I JUNIT-A 15321 ZD I CN c14 r10 LO C3 V) :t7-' 0 _j CN r- LO LO CD I r_0 C14 C.0 -4- C14 LO F__ Cn 0 C14 _j Ln CD I Cr) LO C I D r*0 04 Cn 4:j 0 -0 -0 01 r_0 C'4 C:) C14 0 ca- E 0 l- E 0 __j .2 0 r 7 C-4 C) Ln C'4 CD C14 LO im 77- Cn SYMMETRICAL 1UNIT-C [UNIT-C 1624] NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I [S-2]:(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. 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 1 1/2" 6- 16d x 3 112" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875(1)PLY 1795 (2)PLY 10 - 10d x 1 112" 14- 16d x 3 112" (2)HTA20 2430 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-1 8 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 1 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 HD313 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLTS L ]K VGT R/L 2225 1600 (16)1/4"XX SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SIDS WOOD SCREWS & (1) 5/8" ATR --- --- M M VGT - F 4940 3555 --- --- N LUS26 1165/1150** 865/785** 8-10dx3" JUS26 1050/1080** 840/950** (8)-10dx3" 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 MTS1 2 990 850 14 - 1 Od x 1 1/2" MTW12 965 810 14-1 Od x 1-1 /2" S VGT - M* 4940 3555 (16) 1/4"0" SDS WOOD SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON SET & 12" MIN EMBEDMENT T (2) LGT3 6570-M 6960-F 4730-M 501 O-F (24) 1/4"X2-1/2" 61),'j VVUUU �5UKI:Wti & (8) 3/8"x5" TITEN HID (2 PLY) or (52) 16d SINKERS (a) FRAME U MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 1 Od x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ `32�10d x 3-1/4" SINKERS & 114) TITEN TURBO (32'11 Od x 3" & (10) 1ANY D EWALT V (2) LGT2 4060-M 4080-F 3500-M 3510-F (2PLY)or(60) 10d 0-1/4" SINKERS @FRAME LUGT2 3310-M 4040-F 2920-M 3560-F SCREW-BOLTor (64) 10d xY @ FRAME "X" HTS 20 1415 1215 (16)-1 Od x 1 1/2" HTW20 1355 1140 24-1 Od x 1 1/2" Spi 555 535 10 - 1 Od x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)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 AREA'S & 24'. I OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED W/ (2) - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE wl 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. QD1 Ir'1K1r_' TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C r7r-777777 WIND PRESSURE AND SUCTION 1PSF1 WIND AREA VALUE DENOTES PRESSURE H I P ROOF >20 TO 45 DEG. (SQ FEET� (-`1 VALUE DENOTES SUCTION [4:121-[12:121 a=4ft Amr-A rluur I ze 2n zr 3e "I 10 HIP -35.94 -49.57 -49.57 -49.57 1 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILIE): 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: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2 Y16) or 15/32" EXP. 1 (12/16) TILE: IY32" EXP. 1 ('�'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED �Q 0- k x . I � �Q I IV] F vv f nono-v k X. v I INAI Lo a=4ft 3. GABLES- DROP GABLE END& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING I "� MM �AQAW XAII�U 113A KIA11 Q MA CKI� =A U A IKI = M [4:12]-[12:12] (W . t� "In _ v 0 0 1,41 W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS (LT) SCALE: Y4"=V-0" CCA 09/24/2020 C= C%j > LU C= C= C14 CM Cli Cc Uj 9 1% CUP ff 5: M Lj �5 OWN 71%�'. F_ SF_ v� __j 40 4 F k� '?OFESS\ 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 porfions of the drawing pages bearing Engineers signature and seal. W 11k 't E S 8 C, 0 C: 0 Zo Ui L0 LU -NO CL CL C0 t Lu -- _j CL �4 CD Cu LL z $A z Co 0 13 z 0 0 �e 9 1.1� i :2 Z� 0 W :3 Ca CN < 0 2 T W (0 C� z b W 0 z 00 z Lo M < IL a C14 L) �,",M Od 001 z W 0- V) Q) C!) C A 4--) C/�� LU 0 Lij V) 121 05 V) E 0 -ICA C.0 z 0 'z < U_ E 0 E C13 r6 E 0 0 < 00 0 0, z C.0 0 z It 0" z 00 C> 0 W C0 co < 0 .2 C) 00 (D 7 U cc 0) 2 ca 0-4 (D C_� Cn C0 ILL LO =3 M_ Cr E 50 co Cn u L0 M LO CN :D U-) c.6 04 (COY) E 0 z ca L0 z E C E 0 4-; _0 0 �0 JOB NO: 23-05719-05724 SCALE : AS NOTED SHEE7 NO. 10 . 1 T_ 1 11 W 11111TH 7111 1 _T_ 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 (Are -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET tk:::;'-G F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET k�;= HALF -SWITCHED DUPLEX OUTLET L.r_'h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. m?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 +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION MQ Llz�_ ELECTRIC DOOR OPERATOR (OPTIONAL) FC�H CHIMES (OPTIONAL) kE PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) V� TELEVISION (OPTIONAL) FTV] 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 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR JIL. r LAV -r---. I 3" VTR JIL OPT. LAV LAV I PLUMBING RISER. SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS - UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% __T0_000 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% 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed NEM 3R 200A Indoor Panel Center ]N P I Cable #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP GFI I 11K 26 DINING KI TCHEN F - - - F GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK _1 GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT < FOYERI�. DB �13 ENtRY WP 0— LIG[ITAS (!�kGFI@ PER SPECS DB & GFI TO BE ALIGNED VERTICALLY LU LU 0 x LU LU 0 > 00 I qF-L —.j I I UPSTAIRS L GFI @ 44" �,W.H A.F.F. 0 ]GARAGE GARAGE LIGHT AS TER SPECS GARAGE DOOR GFI r— — — — — — — — — — — — — — — — -- �z Uj P: < X < 0 0 LU _j > U.1 COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1.532. SCALE: y4"= V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS F_ 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. —7 2ND ELECTRICAL - UNIT -A 1532_ SCALE: A"= V-0" CV11 C_j C= LU Q_ LU Zn LL. C' = F4 CC'.24 2 W CL W r CD Z5 co 13 E CD- cv-> cli To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W .4 E c:, Om 8 ED 0 N CN a) 0 L N 0 a_ LU M LL LL - U) Z _j - 3: 0 :� -': �; 0 Z I% C) 6 = LLJ W G M 0 M W Z LL (0 1 -L o' 0 �.j a 0 " < < 0 = Z N 0 U) B Z 0 (5 El r-1 E] W < < W V) W 0 '2 (a) . 4-J LU u 0 Ul LIJ V) 170 U) C) 6 E C) 2 Z6 U) I < 0 cl_� 0 Z< U_ c6 E E CU C1 '0 00 C8 E co 0' "0' 0 < Z ro 4B t <1 . .0 Z Z� CJ3 C co �0 3: 0 0 'Z 3: 2 W M < '0 00 L) co CN C-0 LO 0_ Cy- E 0') 60 W .2 ca L) ML) 4_j *-j 0 LO CY) CO LO C; C\1 C:) C=:) co 04 (M LO N (0 coT_ "rl— E 'E C10 L0 0 ;E M Z :3 E CU r_ ca E 0 0 -0 cu a) 0 _j < 0 1 _j 30B NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. --I _11--__TN I - ' - I. �� 11, 111[10� , �_l 11 11 Vdh_ �F 1__LU�1' � ELECTRICAL SPECIFICATION NOTES: .ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes, unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501,17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6'of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET K)G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET f4� HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FANILIGHT COMBINATION MQ ur� ELECTRIC DOOR OPERATOR (OPTIONAL) PH] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTV TELEVISION (OPTIONAL) [TV] 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A. F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR LAV 3" VTR JIL Li W/C SHOWER PLUMBING RISER. SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS- UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 �000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 LOAD WATTS 0 -OTHER OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 1 PROVIDE 110 AMP SERVICE Optional Overhead Service 200A Indoor Panel 150 Or 200 Amp Service Center Same As Underground ik��p Serial Cable NEMA 3R Power Co. Feed ---- Ll 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. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP GFI I 111K = �.; M�= ----- I --- I I DINING KI TCHEN) F - - - JF I( 0- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT * � FAN/LIGHT < FOYER'� rrm LLLj DB '�x _ / - NTRY , 0 IGHT AS (0 GNP, E) ERSIPECS`��"""' DB & GFI TO x>j BE ALIGNED >0111 VERTICALLY >0111 >01 XA XA M LU P �S (5 0 D Qn1k rQEL rA 1UPSTAIRS r GF1 @ 44" H. A.F.F. 0 IGARAGE GARAGE LIGHT AS TER SPECS GARAGE ODOOR GF1 r- - - I - - - - - - - - - - - - - -- I I Z LU 10 Z I IP: 10 0 1 C) I IU- I I IX LU W I _j 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: X"=T-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. 2ND ELECTRICAL - UNIT-C 1624 SCALE: )/4"= V-0" C5 > U.J = LU -E5 " c2- r� c= = V) C., CN Cl- CC W E E W CU > CD C1`1 C=) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v-N 28 CD C� 6 b C: 0 - a) L-L 6? U) LL U5 r— r-- LL Lu u , J N CD a. - IL .6 _j �e M W Z u_ _j 0 75 0 Z) c: 0 2 0 :L W W :5 ca M Lij 0 W 91 01 Z Z IL L0 0 0 Lu of Z L) Cq co 0 Z W 0 0 < U) V) 4_j LU 0 V) (A LU U) L=u E < = 0 U) C.0 Cl> __j cd, E E 1_21 C, 00 C-0 E 0 < � t 0 Z =3 C', Z < 0 Z 8 Z,< Cc) W C/3 Z < W, < E S 0 2 0;� 0 � 01 00 T. F- L) M 0 C.0 C%4 co U_ E 50 co .2 co L) CY) 4_j 1--i I'll C14 0 LO C? U-) ce) (0 C:) Cn <C) CNI (0 04 Lo CV) CY) 0 E CU 0) 6j LO Z E T_ U) a) a- E 0 3 (U _j JOB NO: 23-05719-057�4 SCALE : AS NOTED SHEET NO. 11.2 PROVIDE A N SEPARATIOP UNDERG ELECTRICAL SERVICE PLAN SCALE: )/4"=V-0" C17 C'I LA - Cc C= CVW CIS :t-_ Zt > Cl> C14 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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. 9 x LU CD 0 E C, AMP 0 N C, 'D 0 co Cl) I gp uj A v) g 0 C6:: & 12 13 z 0 3: 0 Z) CU =3 cz N 7 w W z us 021- z 0� 0 U z < U M: CO U U) ngl, C14 < 0 d Ell I z < U) v) 4—J LLJ 0 V) LU Cf) E C) < 0 C.0 0, U- c6 E �0 Z <� C�- E 0 — I Z. �� 0 a C, 00 D 0 Q. E 01 0 < It0 0 U :) fu C 0 0'. 2: Q) < 0 M W C) , < co < T A C`3 CD I 6D 0 2 C) a) > 00 7 L) CIO CID v— C-�j co co LL LO E 50 CY) (0 LO I M LO co (0 C'4 C:) C:) 1:T CY) C6 04 (Ceo) 4i E I E 0) co -- 0 CU :3 j6 Lo z E E U) 2 -0 0 0 U '0 < CU JOB NO 23-05719-05724 SCALE: AS NOTED SHEET NO. 12 E I T� 1 1 �117 T1 1 1 L !I] i 11A, ,I: � il.,EJA 1AAL lhi I 11.1, J k i � L UOO I � U-1 8F8-11E1/1T 8F8-0B/1T 10 0 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T C V 9 10 0 8F16-0B/1T 0 D 0 T) 8F20-1B/1T 81=20-013/1T 9 (R <§�17=< TYPE DESIGNATION R BAR AT TOP F = FILLED WITH IN. (1) REQ'D GROUT/ U = UNFILLED 1/2" R = RECESSED EAR QTY. OF #5 R EBAR @ BOTTOM OF LINTEL CAVITY M < bF16-IB/1T < §2 '? �2 ZO 4 GROUT tNOMINAL QUANTITY OF —45 REBAR AT WIDTH #5 REBAR AT 0 BOTTOM OF TOP LINTEL CAVITY NOMINAL- 0 "�-BOTTOM REINFORCING HEIGHT �— PROVIDED IN LINTEL --- / 7-5/8"ACTUAL (VARIES) 7 8"NOMINALWtDTH MATERIALS fc preca tels 3500 psi Pc prestressed lintels = 6000 psi. �routed per ASTM C476 fg = 3000 psi w/ 4taximum 3/8" aggregate and 8" to 11 " slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A51 0. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION N TES 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 U1 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9 , Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 Safe vertical load Safe horizontal load .0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN, (1) REQ'D— 1-112" CLEAR uu Lu C. M. U. 80 L) CO Z6 0 , X 1`1 6 0 t, oo ui ul ui Lid U—) 00 Z U) LU < < L) 0 U-1 U) #5 REBAR AT BOTTOM Z T Z < 00 MIN. (1) REO'D 4-16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1 . Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to 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 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 0 0 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8RF6—OB/lT TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED "T BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 0 0 COORDINATED WITH THE ELEVATION DRAWINGS "0' BF20-1 B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 0 01 COORDINATING THE PROPER LINTEL HEIGHT. 8F24-1E1/1T 8F24-0E1/1T 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. N 01 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION F- - - - - - - - - - - 2ND FLOOR LINTEL PLAN SCALE: 3/16"=V-0" SYMMETRICAL \�)MIN. '\�)MIN. :�)MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=V-0" SYMMETRICAL 0-1 U-) :P 16W CD r- C= M C14 UJ 3: CU M E 0 C, 0 C) 0 C) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 8q E C) co 8 0 C� q SO 46 8 0 00 in ccq) C? C LL UQI Z co 0 .0 -C 2- .0 W 0 05 Z W 0 Z LL 04 < 0 d d Z W 0 < 0 0 (0 El IJ 11 W (D 2: < Ln Q) (D 4-1 LU 0 LU V) V) U) I--- (,) ai LU E 10 W 0 co cl� U- E CL 0 C', `1, E 00 0, Z CC> It .s� C/3 ro C: Z 2: 00 8 3: - -. Z 50 W C� < , on 0 1 < a X L, 0 t '0 < 2 C:) A, 00 co 0) 0 F- L— c1q cii�i 1I Co LO ::3 CL E 50 Cc 0 Ailil +-J 04 0 CIO LO N CD co C:) (M ,6 C'i < (0 Ice) ce) 0 E C0 E U-) Z E ICU E 0 0 0 < JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. L 1 I I I I IF ill lid 4A isl6i 1 !AH E il MiLlilill n � I A ' 'L 1 11 1 1 1 1 1 1 1 In Cn _31M C14 �n 7 CN 110 LO Cn LO LO C I :I :D I CN C`4 C14 C14 r__ LO C I D LO C I D Cn C7 0 C`4 CL E CU E 0 Q 9 -2 r 7 LO CN LID C�$ 0:� ZD U-1 Cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(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;V2 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 CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2,1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3,2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3,1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-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-f-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING 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 ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5� 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 1 Od = 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'XBOLTS 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 A36136M 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 I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318. 1 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sTrinkler systems includin wi all risers and spray heal , i .s shall not be installed wi 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 tra S, etc., shall be made with Iffmanent metal or plastic forms. Permanent forms must Ee of a size and depth that will eliminate the disturbance of soil after the initial treatment. & FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs bef6re vapor retarder placement, retreatment is required. 9. FBC-� Rr3m61 e �ej IC: a egncrete overpour and mort r along the foundation perimeter must e re exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of com�liance must be issued to the building department b i licensed pest control company efore a certificate of occupancy will be issued. TUcertificate 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 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. KInT1:- 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 PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C%8 C2 C= cc th cla X-1 C', ,n 0- C.P �"..),o Wtv \A S FEE . % C14 dn* V N To the best of the Engineers knowledge, informafion and belief, the structural plans and specifications contained wi thi n these drawings comply with the 2020 Ronda Building Code - Residental 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bealing Engineer's signature and seal, W V0 E S c-, (N 0 C, :t-- - 00 00) :3 , -, rLr) (n r-- - u- LU LL, (14 0 EL co q _j LL Z 0 OS Z .0� W Co M LU 0 W Z U) Z 00 Z (if 0 LU 0 Cl) Cn F- Z W (D < CD 11117rum Q) 4-1 U Q) 'U" , 0 (j) 0:� V) V a So LU E j 8 C) < U; 0 C.0 cl� cl'� _j Z 14 Lj_ ce E Cx_ E Z < C1 E 0 < 0 01 0 < 2 Z CD It N C/.7> < � < 0 C) 0-, Z -2 < Z 0 < Z < 0 Lzii0 _ 0, .0 00 _17 L) cc 6 0) 2 CU a) 0 C�4 C_� M CU 0') FL LO =) 0- E d) 00 C/) co C) co 4-1 +_j It M C14 0 LO CY) LO C; N ILO 0 n C:> 0-) N (.0 LO E CY) CY) LO Z co Z E E 0 0 _j CU < 0 1 C: (D _j JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. SN I I - ___ -,IT- f V1 I I : - - - - - - __Tl ------------ -;----F-- -1 � ., �, � I I � ill , miiE."A , Wil H11- ''. 1. L � "L I I 1 11 C14 C14 N-) LO Cr 0 -0 :2 -.4- C'4 L0 C) r- LO C) C14 CD C14 0 C-4 9 LO CD LO C�p C14 0 C-4 C=1 CL E F2 E 0 01 f 7 PI-) C) Ln 45 0 C14 C> LO 6 S2 < IM V) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING I I ........... IT_ 1� - I 1 t`1 �11.i X < ....... I ...... .... . ... ..... ......... � I.. .... .. ... ..... .... . .... + I ..... I ... F_� .... 1 16GAxl-1\2" LONG (3/4"-l" CROWN) .......... I ... I ..... � AX M .4 16GAxl-1/2" LONG STAPLES @ 6" O.C. VERT BETWEEN - - ! !.11 - .11 (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS v (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 HOME H C G GARAGE SIDE 000 U) < z 51-011 (D 10 STUB -OUT FOR 11-01. LO 9 V 0 GAS METER 0 9 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR 9 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL -ry** "ONLY APPLIES TO HILLSBOROUGH AND PASCO COLIN 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'-9" (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-13" (2) 16d TOENAILS 10 2" X 8" @ 24' C. 11 141 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15' 4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIeJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 718" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 118" or two 1/2" 602.0 I I wood panels 2 x + 5/8" or 3/4" wood panel 1 1 F9 02.0 2x lumber Double 2 x lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL—\ STD. 90' HOOK F BOND BEAM uJ STD. 90o CONT. #5 BAR CONT. #5 HOOK BAR F 7 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIORIEXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION INT. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max " . 1 4 max. Clinch nai when possible 7' ls 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" max. 4) Placejoists together and nail from each side with 2 rows of 10d nails required when indicated or 16 6-16 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - - 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 wl loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below.* consideration. Check k local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. S quash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" N Od) nails at 6" o-c. Provide adequate bearing for each lapped joist. Od nails 0" INT. BRIG. WALL SECTION N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE NOCKOUT EXEMPTS) (see table below) D (see table below) Ild Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate BCI 5000si� 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 1 3-8d 14" 2-8d I 5-8d @ BCI 6000s BC16500s 8 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14� 2-8d 5-8d 16 2 -8d 6-8d BCI 60s"�' 11 -7/8" 2-8d -8d 14" �-8d _3 5-8d 16" 2-8d 6-8d BCI 90so 11-7/8'. 3-16d 3-16d 14" 5 -16d 5-16d " d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'oc' Who &1 u314 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 0— (0 mm 1% 1% 7 r Y2" ROUND DO NOT CUT HOLES 61' 6"*q BE CUT ANYWHERE IN CANTILEVER LARGER THAN Al HOI F MAY THE WEB. PROVIDE AT 'ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" A Any 116'jolist Span (ft) 8 T-9' 1, �-I` T-0 11�-2" V-3' 1�-3� V-7' V-11" 24' 2-9' 3-2' 3-7' 1-2 T-U' I �4 " T-Z' T-2" T-3* V-9' 24" 2-11" 3-T' 4!-2' 4-9' 9_4' 16 V-0 I'A" T-Z' V-2" V-7 2-6' 3-Z' 3�10" 4-9' 95�-T' 16-4' 7-2' r20 V-1- I T-2-1 V-2" 12 '1 3'-U� I 4-a' 14-10", 9-11". 6-11", T-11"I V-11" 124 1 T-101" I I'-1" I '-Z' 1. V-3" 1 2�-9' 1 3-7-14-9,' 19-10" 1 T-2- 1 6-4' 1 9-6- 1 110'!�l I 1 *03 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS WNW, W..., I Backer block (12" wide min.) I 11-111-111-111 1 -11111 111 Ill I I— ill — Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM Joist hange SEE PLAN FOR 4 FOUNDATION INFO 4' JI I STEM FOUNDATION In angerb Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top flange is laterally supported by joist hanger. doesn't meet Web stiffner as /required if hanger height requirements 1 0 6 X Joist F��depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN . . -�i . X 4 4, L P (2) #5 REBAR A/C CHASE 4" PVC 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 REQUIRED wl (18) 1 Od x 1 1/2"' NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 10AIX11 /2' 015# TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION A 4*- < .4 SEE FND. PLKI I SIZE & RE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED Cc PENETRATION—\ PIPE PVC OR SCH40 SLEEVE r- PLUMBING LINE 10 z (.0 A A SEE FND. P�LN�. SIZE & REINF, PIPE PERPENDICULAR TO FND. RED @ PIPE PENETRATION PLUMBING LINE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTE FF 4 4 4 4 A SEE FND. PLN. SIZE & REINF. C-1 C= C= _24 U_ a- M C= C�4 31: CM �e W W A,V� �,!,Vzo rD UJI f P LV f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C, E Lo N 0 0 M co V .2-0 L 0 co ch UJ 6 co ;r uJ d� MC _1J It wll� '0 -1 -_ z 0 Z _C0 3: 0 5 :2 2 �5 I C� (0 M Lu < 02 r- m W 05 c� z Z co z X 0 < LLW z W CO �q < < U) 72 Q) 4�_ 4--J L�u M �Ri U L_U V) J14C U) & o LU o` E *> 0 U) < 0 co C6 E E uj !� Z a < FT C6 C1 '0 00 .0 C� E -0 < ra 0 <. .0 0 2! O� Z z M _J - :5 8 z <0 0 W co 3: 0< T 2-. C=> < > 00 a) M I--- C%4 04 C'14 CID M cr) CL T_ I 50 co Cn 0 (-) M "rl- co 4-1 19t co 0 CD LO C? c) U-) M N (0 0 M N M LO < co r- T_ (D E i6 LID 0 z Cc z E C: E 45 0 0 _0 C) _J JOB NO 23 -05719-05724 SCALE AS NOTED SHEET NO. SN 1 C14 CID C'4 N-) L0 I-- Cr V) C14 0 C14 r- LO CD I Cn r� In C14 C14 Q 9 -4- LO C I D 0) r- In CD V) 01 C,4 CL E FT E 0 0 0 9 W LZ C14 C:) C14 In CM 16 121- I-) c14 LO CM V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 1 Y-O" (R302.1 1) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH FTH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . 111 6 - , '. - . . . A SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN R 14-1 FFII: =TI 1=1 1-11 12 ACCORDANCE w/ TABLE (TY P 7.) :TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULANON E ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) WIDRYWALL 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 SHEATHING AND FASTENERS WALL W/ UU I Ulf`1111- I ( GG ELEV. VARIESAk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" `( (Z 11 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA - 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1x2 FIT WD FURRING @ 24" O.C.-/ � �� 1/2" GYPSUM WALLBOARD------"- U,N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER o TO CUT BLOCK OR POUR MUNICIPALITY. z CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LIU /-NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" N99 BELOW GRADE E A I I I a co 6MILVAPOR-�� BARRIER ..Trr;7 t> A D. C\I COMP. SOIL. (COMPACTED TO 95% MODIFIED FIR CTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.-/ ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U. N. 0. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION � �A SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---\ 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S. P. F. S DS 16" O.C. 4 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"xPT STUD SEE CC/S3 OR #5 VERT IN FILLED CELL C14 G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED t RADE MONO OR STEMWALL--,, FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WAL L C ONN ECT ION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 112" WWF OR FIBERMESH in.) 4"--\ z W, SCALE: 3/4"=V-0" GRADE (1) #5 REBAR w/ OPT. -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND 14" O.H.D. RECESS 13" O.H.D. RECESS IT 2� /L A, 4 1 4 A 7 � I. . - - : 4. 0? 4" 0? .1 ':A S E E A/S3 0 R J/S6 `-1 LIF, 1 11 F,�' -r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 --" �I �1, LI , 9-- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING - NAILED W1 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 175zr -17;;Z1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 1 Od NAILS U.N.O. SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" 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 wl (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" 0 ' C ' W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (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 6 W1.4 x W1.4 @ 24" O.C.) 211 ATTACHMENTS /2" z 3 1/2" MIN. 0 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 11/2%,il p: 3 1/2" MIN. /6x 0 A.F.F. p ILL. CD I-P� 1/2"(min')- 4" 112"(min.)- 4- C14 RUT - 00 Ff=' 00 F� I I FEI I 1=1 11 3 1/2"hin.) - 4' 3 1/2"I'min 4' (2) #5 CONT. 4 , V41 1 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP "' SHEARWALL UCV "SHEAR WALL" SCALE: 3/4"=V-0" j��Go\� 1. 0" -\0S01-\`1 I? CIS - 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS N"-#3 OR #4 REINFORCING BAR : D, 11 . t, - i GRADE 40 MIN. Fy= 40ksi t, #3 & #4 LAP SPLICE - 60ksi [GRADE 60 MI Fy FINISH GRADE aO N. t - > I TT 25" MIN. LAP [30" MIN. LAP] 1�'� 0? AAI "I "A T -117-7 17 -m 1 �,=- ,,, q- 6 MIL VAPOR 1 #5 REINFORCING BAR R 1 7/8" -M'E- Flm' '.''F M C, I MIM - 1 11 E =T -11 T 1-1 T I AP ff.r P1 IrF 1 1 "T't 'I- - rti 11 :1 IV: COMP. SOIL. (COMPACTED TO -"M- 7T!--"i -I I I I I I TtIl 171. 111-1. 95% MODIFIED PROCTOR ASTM I r: "T p D1557) ID 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. e. 1/2" FROM SLAB CONT. BEAD SEAL4 A A INTERIOR 4. -3 1/2" Ali, 4- CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB---, 44 0? co 6 MIL VAPOR �102L, BARRIER 14" 14" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" C I I Illy (2) #5 ONT. -t7 4' U.N.O. MIN. TYPICAL BEARING WALL @cy STEP �cc SCALE: 3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE W 0 U) CL LU W U) (2) #5 CONT.- ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 !Z41 c� WWF OR FIBERMESH t 9 (TYP.) 8" 1'4" 8" 101, '--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F� WALL w/ UPLIFT K* G� SCALE: N.T.S. �3 SCALE: 3/4"=V-0" � �3 VARIES EE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 4 SEE PLAN FOR & LAYOUT DESIGN .4 TOP OF BEAM A 4 U- (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 d C', I -A I BEAM SIZE & CONNECTION INFO 41 TI.- E /-2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ S, PLATE SEE A/S3/J/ MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. z ATTACHED PER NAILING OPTION #1 LU SCHEDULE X SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION 1�1 > -j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. L U) -,N� U COLUMN SIZE AND BASE LIj UJI CONNECTION INFO. SLAB STEP & RECESS ('w S.G.D. rM -2X STUDS @ 24" O.C. U,N.O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=V-0" �, �3 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRYWALLAND I GARAGE ATTACHMENTS & 18/D1 PAD FOOTING ZZ--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C, z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. U) 0 ON FLOOR PLAN Uj SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS GRADE FILLED SOLID (SEE PLAN FOR LU L Uj 6 x 6 W1.4 x W1.4 LU SIZE AND REINFORCEMENT) Uj 1-- LU U-1 co WWF OR FIBERMESH co U) a- U.1 0 Lu U) U-1 z < BRICK PAVERS or SLAB PER 00 0 = COMMUNITY SPECS < 0'-0" FIN. FLR./-Ik "'�"-FOOTING L-uJ BEYOND 16 PAD REINFORCEMEN 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4. CONC. PAD INFO, P. �04 SEE SCHEDULE CD rK TAPERED COLUMN -I, FRA ING r T2� PATIO COLUMN FTG. DETAIL �N �3 SCALE: 3/4" = V-0" SCALE: N.T.S. �3 cl-j 0 C= C:I S % -ec CL E -<c > am x-n 0 "VIV d Oz. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronde Building Code - Residential 7th Edition. Engineers signature and seal is only for t e s ructu I eng neering portions of the draw ng pages beadng ngineers signature and seal. W ot E 0 M 0 8 Co . 0 C,4 . 6 W 0 :tE 05 0) *k 'L u, 04 0 C, ILU ro, LL LL z z i -r 0 0 (13 0. Co Lu W W 0 r- ca U) CP z z 00 �� 0 x 0 Z < 0 (N C0 0 U) z LLI < 0 Q) - .2 4-1 LU C) 0 V) 5 C) Uj Ana" = E 0 U) < 0 C:, U- c,i E 0 �0 Z <� IT t6 0 00 �O z -�V- ITT < 0 z C/) C: 01 0M z 00 c/) C:) 2 1. Z . < 0 0 < 0 2 C:) > 00 -17 U co 0 C-0 MCI - C1.4 CO LL CF) 50 U) CC L) v- Cal CIO C? co Lo C10 N (0 CD m (=) CF) <;I- C%4 (0 Lo 00 (y) 0 E CU E LO z E ca CL E 0 0 0 76 -a 0 < a) -j JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. S3 (MONO) I I I 1 1. lIfF- III I . I, I 11L;A. Alki. kh Cn CN V) 3f :20 -4- CN r__ LO C) C� C14 110 C%4 9 -.4- LO LO C> 0 '42 0 c14 E 1�2 01 0) E 0 CL E .0 9 W LZ 45 0 0 c"! C:1 LO 0 cm S2 V) C:) M Cn 12 (TYP) SEE ELEV. j SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND —\t FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADE R SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION �____----2x SCREW OFF CAP (3" DIA.) DEADWOOD@ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE2xTOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" CL TO DRAIN 05�_ // 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL WALL CLEAN -OUT A� ---(2) 2x HEADER v/1z/ PER PLAN SCALE: N.T.S. 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 12 114 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEZ� FULL 8x8x1 6 BLOCK SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD —DOOROPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS REQUIRED FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BLOCKING BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE VARIE6 O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE S I M PSON H ETA20 wl (8) 1 Odxl 1/2" REFER TO WINDOW PRODUCT APPROVAL 71 COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL ri TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. SEE TYPICAL WALL SECTION ,----,---PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFTCONNECTOR KNOCK OUT — 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C SIMPSON SP1 w/ (10) 1 Od EDGES & 8" O/C FIELD t NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF #2 . TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NA ILZS BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 11 4 11 11 1� L 8" STD. 9lfHOOK-/8`1ff LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL ------ SEE FDN. PLAN FOR LOCATION IT—- --- IE___ = --- 71EIT -, ]i 5 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. G S4 96 3/8" 88" 71 581, 41 34" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� < LU > 0 FORM CREATES CONCRETE RECESS TO J N RECEIVE GARAGE DOOR AND TO ALLOW 2X4 OM.) FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. -8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER x GARAGE DOOR TRACK CONNECTION ASSEMBLY Z GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL %00 L SCALE: N.T.S. SCALE: N.T.S. 4 I M POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 101, 6 3/4" 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 4T SCALE: N.T.S. �4 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P.' J-BOLT TRACK BRACKET WIMOUNTING ANGLE PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS T, I P, TOP 2 ROWS 10d @ 3" O.C. (14 ��6CE �A SP SPLICE NAILS TOTAL) EA. SIDE OF . AGE SPLICE STAGGERED R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER] K TYPICAL GARAGE DOOR BUC �K SCALE: N.T.S. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA EN D SIMPSON 11 - 4' (1) (2) (1) (2) (1)LSTA30 4' 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 1 Od @ 8" O/C "DO �.- ATTACH ALL -j EXTERIOR STUDS W1 14) 16d TOENAILS TO'fbP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 A *. �- .1 i P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSC SP4 —TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END ;=m U) 2x TOP PLATE \\!2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/""j SIMPSON SP4 2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# S PF) (5645# SPF) (6970# S PF) IS (9335# SPF) N. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. & NUT ROOFTRUSSABOVE F 2X BLOCKING 2X8 P.T. BOT \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " - i T (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ Z-O" O.C. -MASONRY WALL 1 Od NAILS@ 4 10d NAILS @ 6" O.C. ---- STAGGERED A STAGGERED 0 0 TRANSOM FRAMING BEYOND. A N PLYWOOD FASTENED TO TRUSSES I L PLYWOOD _,��WITH 8d COMMON WIRE NAILS @ 4" /_ S101 O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE .—PLYWOOD SP8 FOR 2X8 WALL) SHEATHING d - SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- 9 SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0-' 5/8"X10" J-BOLTS @ 24" O�C. MAX. (MIN. (2) PER BOTTOM Zl T2X8 P.T. BOTTOM PLATE I I UU 5/8"X1 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 K�R� REV. 06.24.22 SCALE: N.T.S. S4 C__1 79 Lj > 0 de" P, ..... . LM < v- 0 k C, 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 E S 8 5 0 a) :5 U- -0 I A 0 12 CO t-- rL LL Lu CN 0 LU Lmu U.- U_ g ��: cz) Z 0) 3: 0 5 Cl 0 0 W W x Lu C� M 0 M co c� z z 0 x 0 U) Z < 0 a 0 U) d z W 0 04 M (0 0_ U) V) - C5 Q) (D (D �2 LL 4-J U-) L6 F W Ln U0 A E 8 0 0 ;.5 C0 —112 < It cll� 0 LL_ CIS E 2,10 < C� 8 E ca CL 0 00 C—=, cz� E 0< 0 0 < z Q0 �8 z C Z, 0 0z C, Cl> 1� �1< 00 CD > 00 1: a) U M CY) T c1q a) "93- CN m LO T— E 60 cc C%4 0 LO -0 c) U-) CY) 04 CID C:) CY) C:i C6 < CN 04 (0 U CY) CY) 0 E j6 LO z E T_ Cl- E 0 0 0 _j 'a M < 0 _j JOB NO: 23-05719-05724 SCALE AS NOTED SHEET NO. S4 _j FTT j I --- T__F__ I I 11: ! 11 1'. W 11111 � 911� f�kjl 141 A , HIN 4 13 n C-4 LO LO r") C14 C-4 c 11 �2 0 :20 -.4- C,4 �2 LO C> LO C) 1 C14 Or 0 t=n C14 CL F= F2 E 9 .2 0 9 q,4 LO C14 LO CD Uj 5-i M SIMPSON HGAMV W/ SCREWS TO BLOCKING & (i (4) 1/4"xl 1/2" SDS 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ NAIL W/ 6d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) ---,\ AN D FASTE N E RS. (M I N. F I RST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL IF 45'± 45'± 45' SEESTRUCTURAL NOTES AND NAILINGY 2x4 CROI BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4,KI SKER @ 8'-0" O/C. 8 _O�O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOENAILS@ EA. BLOCKING 7/16" OSB SHEATHING END ' '\- GYPSUM WALL BOARD ATTACHED W/ 1 Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dXT'@ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS "K w/ 10d NAILS @ 6" O.C. 3 1 1 l x THROUGH CHORD Zx4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE x SLOPE OF ADJACENT SCISSOR TRUSS) \ NAILING SCHEDULE FOR SHEATHING� M7 DETAIL 2"x4" CROSS BRACE x x 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 EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ 'D WHEN TOE NAILS @ EA. END GABLE IS 4' -1 OR 2x FRAME WALL (SEE WALL SHORTER) CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d ,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAI ILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 'i_ AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED X (2) 16d NAILS X W/ (2) 16d TOENAILS . . N 2x BLOC 2x4 "T" ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR KING 1/2" 8" "J" BOLT @ 48" O C THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @4"O/C SPACED WEEP SCREED - - 2x4 "T" ON TOP OF PANEL 1_� _ . . INSTALLED PER MANUF. WEEPSCREED @ 48" O.C. FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING, FASTEN WITH INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" 0 C. " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" 112 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 META1 2 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 O.C. MAX) wl MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24, SECTION WEB, USE MSTAM36 w/ (7) 1� 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE � �5 �5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEESTRUCT CHORD BLOCKING CN 00 NOTES AND NAILING x x INFORMATION 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL wr/:7� WOOD TRUSSES 2 00 c. (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING - 1 ]312' -1 ]12 j- RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS - 10d & (2) 10d TOE ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRYWALL 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. x7 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 BEARIiqG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (� 8 ss j ADDITIONAL INFORMATION. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT ------ 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" ALTERNATE NON -DROP GABLE END DETAI L SCALE: N.T.S. RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES IF >9" SEE 10/S5 MAX. 9" UNSUPPORTED, 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS O.C. FIELD @ 6" O.C. EDGES AND 12" -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @4"O-�- TYPICAL TTI I I W 41� i B GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKI NG @ 48" O/C GABLE TRUSS TRUSS VERTICAL APHRAGM ?CKING @ O/C SIMPSON SP2 w/ (12) 1 Od L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3 16d PER SIDE SCISSOR GABLE 1711 B SECTION SECTION L 3 (" 4 RACE(P SCALE: N.T.S. SCALE: N.T.S. REV. 06.08.22 �5 AS PER HIB 91 SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W1 1 Od NAILS @ 6" O.C. ES AND 12" O.C. FIELD E )T SEE PLAN FOR JACK TRUSS >_ ��:,CONNECTION 2X4 "T" ON TOP OF PANEL--/ L BLOCKING, FASTEN WITH 2X4 BLOCKING 1 Odx3" @ 4" O/C S (2)12d TOENAIIWI SECTION r9 SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAW/(4) 1/4"xl 1/2" SDS SCREWS TO TITEN TO CMU BLOCKING & (4) 1/4"x2 3/4" 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 1_� z C' IINGW/(3,' _dx3"AT 0 EACH CONN. @ 24" O/C S \-MOISTURE BARRIER \-BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. — SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-10" T-0" - 6-0" 6-10" & 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS ---- GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. < I d LU d LU 9 CD z ED LU LU 9 9 9 LU C� -1 9 X_ < < I 9 LI I d UJI I A I I I NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 Cr,) C-1 C=� _01 LO C:2 CC C14 CU = ci, 0 = -% ;P = en .tz W M . =., 0'ttli! I ...... E C11> ro :71 < tj F�_O N'. 11_� 0 F_ S S k�ffil 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W C, F= s, 4 CD co C-2 10, cc Cn Z2 C14 0 a_ I'] "T LL U_ z 3,: 0 .1 C-) - it !�; :�-- � ;S M ui 0 W :3 Co -i < 0 2 W 05 z co Z� 0 0� 0 U� C0 z N < bu z W < 13 < CD Q) LU 0 LU L=u E 0 0 < z C6 E _g Z� <� p_ 0 E 0 0 00 Q0 E z 00 �z M Z, zi z 15 8 3: < 0 "o, W cf.) 3: C, 2< . z co z C11 .0 C) > 00 CD 0) E2 C-0 c1q C_� (0 FL M LO Q_ E 60 co -2 C) 4- co C114 0 C.0 LO LO co (0 n c6i (D Lb 4) E CY) 'E 0 z M z M E T_ 2 Ca E -�-; �0 - 0 0 'a CU 0 < C: a) JOB NO: 23-05719-05724 SCALE AS NOTED SHEET NO. S5 -FFF--T-Fb-.1,7._F__7__1T , I � it ci6j] uwilia,l,vi i i,� i ila-iii., I ff- 1 11 _1__T_ I r T => -.4- C14 CO M Cl -0 < -.0- CN C,4 r- In CD 1 r') CIO CN CD C, 0 < C-4 LO C) LO C) CN Ln rn C14 C:) C',4 E 1.2 0 4) 0 0 9 -2 17 c14 C) LC) 0 C:) V) C� => M -0 C/) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 4z:_1 INSULATIO BAFFLE 0 — --- - - - - - - - - - 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI.1,- SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN �> \\\ 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W1 13/8 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN__ ------ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL lx WD FURRING @ 24" O.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 G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 o U) APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. -i l_- 3RD LAYER 1/8" THICK. _j Uj LU Ll- = IINSULATION PER CHART ON FLOOR PLAN (_B__�R S6 S6 ETAL SEAT PAPER FOR MOISTURE R FELT /__r__M0 -7 BARRIER A It t— STD. 90 TIOOK (SEE DETAIL) BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN, PSI MAY VARY PER MUNICIPALITY I a 7--A - 4 4 E A$ 'd A 4 4 WWF OR FIBERM SH �A III 6x6 W1AxW1.4 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) U_ Uj 0 4"x4" INSPECTION PORT AT zi EACH FILL CELL TYPICAL Uj CO AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE -_INISH GRADE 00 �--STD. 90 *HOOK oil (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-10" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL- SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FEND SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS@ 1 "' - - 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS,( FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-10" FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" OIC, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING ---WEEP SCREED z PLAN !j INSTALLED PER MANUF. \\-SIMPSON HETA20 w/ (8) 10dxl 1/2" 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS E N D WALL W/ (2)1 0dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK _tjM SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION � �R I PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN ) �q� SCREWS TO MANSONRY STRAP WALL PER WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE JIS6 FOR ADDITIONAL INFORMATION B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-10" NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 V-10" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. I TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -1 -7 �F- [_Jill '11� -d 4 7 r �e I EF_ I 1=,.l I 1=1 I 1=1 I I-ILI rI III: i (3) #5 CONT. ON Y T_11___F11I CHAIR W/ 3" MIN. 8 11-811 81, F CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. I-_ U) 0 _1 0 U) 15/32" OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PEA SECTION X-X IF NOT FULL HEIGHT SHEET - KNEW (2)- 2x TOP PLATE BEYOND -11 _T —15/32" OSB 7 T EXPOSUREI SHEATHING Lu up SOLID 2x U) BLOCKING @ ALL zi SHEATHING 0 U) EDGES (SEE OPENING L -1 SECTIONX-X) 1 LU D_ 0 I I Ev_x yj �l F Tx E 2xSTUDS Lu 111 Ffl IFT 111 11 11 11 BEYOND. C70 0 :3 0 a) SEE PLAN FLOOR SYS t J111LI Ll L _L 11 —11 T NRZ \\-2x4 P,T. BASE 41 \--a-'HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S"= NAIL SPACING 314'� 1/2" S 112" S L!r S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 38 S 4S, AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ 16-1 O.C. W1 (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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 u� JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". < u) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z u- 2: NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL, 0 uj @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. C0 STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. CE w/ 8d COMMON NAIL Lu 2 U- P 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 -j >- < 0 C-0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0�i 00(n u) '2 L'L @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 0 LL N ILU 0 MEMBER IF GABLE END LL M = u- NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 2 ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE �yo 0 SEE PLAN FOR REQUIRED UIRED CONNECTIONS LOAD BEARING/EXTERICIR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS TA,= 2x BLOCKING HORIZON @ INTERVALS NOT jj)�EXCEEDING 10'-0" (R302. I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E A 4 C14 A 4 A A.4 A (3)#5REBARON3"CHAII 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 . 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 SIZE — JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 4' (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO _2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD /� 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRA DIE C? El F7=F 117- 9 R� ;__ 2 I 5=1 @ WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" me Or) C_j C= C2_ = 0-tv C-4 , C, " LLJ "C LL_ 0- V) cc C= E = I U CU ;� a CM cc q 0 IV (,NASE clp�) ts < co C, 8 Z. r- � 0 1�� 0, C, tjO .111 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 'It E 0 AAM 4 CD co 8 c� cO MOM 0 'Coo 0,) 'L LU No UJ u_ I LLU U Z_ z 0 z 0) 3: 0 5 00� M W C , 2-- W I md, _l r z - Ci . 0 Z ' 04 Z < L) LO co IL 04 L) U) a < z F r7, I W (D Eta co < < V) (D - Q) .2 ` 4-1 C_/� LU C U 0 V) V) = (0 C) LU I0. E 8 Of CD < 14 Cl> Cl> g 0 z z < L' C6 E z< C� 0 F= Q ni C1 00 10 C=I E < 0< �z z < Co '0 1, 2 z C5 1z 8 3: CD 3: �O R. C .2 C) > 00 (D TZ 6 0) 12 (D (D L_ C1q 04 M (0 (7) LL LO CL E CF) 60 cc 0 -2 0 ca C114 CD CY) I ce) LO CY) C'4 C:) CY) c6 04 < Lo 4i c) -E LO 0 cc z E (n M 12L E 0 0 'a cc 0 < 0 a) _j JOB NO: 23-05719-05724 SCALE AS NOTED SHEET NO. S6 (MONO) __j 11 T- I CD -q- C14 C14 V) 4� C14 C14 r— LO L0 CD C14 C14 C14 U') 0 C14 9 L0 C) LO C I D 1") r_r 3:__ j� rn C14 C) CL E E 0 0 CL LZ LO C14 LO im ;:7 V) LLJ M M SCALE: "' = V-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 VVIALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING J_A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT NRS IN WALL —2x12 SYP BEARS IN WALL -2x6 SYP 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER-_\_7 W/ AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAILS) fI EW "All SECTION VIEW "B" SCALE: 1 V-0" SCALE: 1 V-10" TLIGN THIS STUD WITH FACE OF 2nd RISER X 61. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 21" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 SYP -_ SCAB 2x4 GLUED AND NAILED (EACH STRINGER /7\--,,._ FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BEHIND RISER BLOCKING FOR -lx4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I r +-2x4 BLOCKING FOR 2x12 T-2X4 PT UNDER 2X12 ROVIDE MOISTURE TT PRJOTECTION LZATTACH ALL COMPONENTS OF STAIR TO CONC. W/ -I" X 4 @ M 2 TAPCONS MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 -41" TAPCONS @ MAX. 32" O.C. G. 1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER '�_�2x4 DRAFT ��STOP 2x8 SYP DRYWALL STOP '__�_MUST NOT TOUCH STRINGERS G E-2X4 BLOCKING FOR 2x12 SIMPSON A35 _A" � A 2x4 PT UNDER 2x12 OR LSC E C�H L - l___><__r 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" D NAILED TO FLOOR WITH GLUE-\/\ NAILS) STRINGER CONTACT POINTS I-- __ — — — __ ___ 1-1 CTION VIEW "ID". SECTION VIEW "Ell SCALE: 1 " = V-0" SCALE: 1" = V-01. PLYWOOD SYP CUT TO FIT B E EARS IN WALL x12 SYP ____2BEARS IN WALL BULLNOSE DETAIL. SCALE: 1 " = 1'-0" SECTION D-D �3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON "��x8 SYP GLUED AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING —2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUEDAND AND NAILED--\ NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE----' AT STRINGER CONTACT POINTS Llt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING -1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: 1'. = V-01. 2 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1 " = 1'-0" L �'2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING H /4E SECTION VIEW SCALE: 1' = V-01. 2 -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( -2x4 DRAFT STOP 2x4 BLOCKI t-% - NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER SECTION VIEW VIC11 FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 21' EDGE GOLD 4 OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 a4"X16" LVL ID NAILED TO SUPPORT W1 SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gfl SCALE: 1 " = V-0" SECTION VIEW SCALE: J" = 1'-0'; SCALE: 1 " = V-0" CONN. TO OFNEWEL PER CONT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) F1 00P TRUSSES NEWEL POST. 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 JOINT - TO )ISTS) 2X STRINAR 2X 1311OCKING PSON MTS12 w/ 1 Od x 1 1/2" AILS 2ND OR AD 2X BLO 5PNG RIS�E� VARIE ECTION VIEW 111-111 SCALE: V= V-0" lip 1A cc ch a) 01 to C) % V S E < F 1-0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Horde Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W cS E N 0 co c-, 0 C, C. .2-0. 0 oo (n Lu C") LL LL z 0 Z . o� C' C�;S. Lu M WW UO) r z Z CC) ��z of 0 I L Lr) c) < Q 04 U 0 < od 000 z W CD < < C�_ Q 0 LLJ JA& U 0 U) 9 < z Z< C6 E 0 E z Z. z < R 0 D 0 00 Q C=� E R 0 0 11 � 0, , <z ' 0 z ru 0 0 (3) < , . z < 0 W '08 E�< < z 2, O� W1, 0 z < 4)00 > cc to F-- CN co M L0 E Cr 60 L) co Cf) �2 c) C13 (y) It C") 0 (0 LO C? co Lo Z? CY) N CD 0 It co C=) Cn < CN LO CY) 0 E M LO z C: E E 0 0 'a 0 _j < _j JOB NO: 23-05719-05724 SCALE : AS NOTED SHEET NO. S T C.0 C14 C.0 I C14 rn 0 CIO :9 -0 < -.0- C14 C" I 0 _j LO LO C 1 ::1 rl") C14 I C14 C-4 ro Cn C14 C14 r- LO CD LO C> C14 E ,2 0 0 E LZ c14 LO LO 45 0 < M -0 DOOR JAMB (REF 1x4 1/2" DRYWALL ER DOOR JAMB (REFER F-1 X4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT 1x4 F 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 4N. P-T P.T TO PRODUCT APPROVAL FOR CONN. x4 APPROVAL FOR CONN. X 4 E o:7 E 'r 1x4 P.T. X 3" LONG E FURRING 3-1/4" LONG X 3/16,10 FURRING 3/16"0 TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" LI-.;2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL W P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" 3 -1/2" 1X4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N. APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F_ TO PRODUCT 2" EDGE DIST. IN APPROVAL FOR CONN. /1 2x8 P.T. w/ (2) ROWS 3/16" 31 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P,T. AS REQ' D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 gy nFTAII 9 114,, nFTAII STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)lOdNAILSINTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 11 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. KG. (FULL WIDTH OF WALL) BTWN. 0 2 x 4 SOLID BL SB INSTALL WDW. SCREW ANCHOR --I" INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSIB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL Ill J� SCALE: N.T.S. 17A Sz 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4"x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT IN K.) /4" MAX Z-10" 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 PROVIDE 2 x 8 DIAG. BRACE B HEN HGT. OTV� VERT. BRACES W F BRACE EXCEEDS 24" B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) )!OS INSIDE TO ALLOW FOR INSULATION 1��ULATION TO BE INSTALLED BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW—�� ANCHOR INTO ARCH BLKG. BTWN. OSIB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSIB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SECTION A -A 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 ---2x845 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 811 PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH 4'MAX. RAD. n START OF ARC EQUAL MAX. 8" PROPER INSTALLATION 1 #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (I B OTH CELLS 71 Ft. M NOTCH WEB AT 11:5' 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 IS2 PLY INSTALL SIMPSON LGT2w/(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 41/? 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. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS IMPSON (10)— H2.5A W/ 2X6 TO 2X4 8d NAILS 2 S NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH . IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" V-0" 1\ �s GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FORSOLIDGLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1 4'1 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP //F-F. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE f THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL A t. REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT . 6 ZI M 1 =1 I 11TI 1=11 PRESS PANEL REINFORCING INTO PLACE, .1 . 111=1 6" MIN. LAP SPLICE W/ > COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH, DO NO FURROW. REINFORCING PANEL 1 17 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST 1, SPLICE CN REMAIN FREE OF MORTAR. . -, �,,,-, NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. CN 5g 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 t, (2) #5 REBAR. (1 -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .20" J0 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTUREIR'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLEDCELLPER FOUNDATION PLAN �R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I BRIG WALL TYPE PER PLAN 1 I F CHANNEL, FASTENED PER NOTE 2 BELOW--L—V--L CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS #5 REBAR (TYP,) 4�'TD. 90- HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 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"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 CALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS S 4", INSTALL MID SPAN BLOCKING PER REV. 09.23.2021 > V THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ��O + t-i4 + + + + + + + + + + . . . . . . 14 4%, + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHEID. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR Z-15" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS � + REQUIRED TO + SUPPORT SOFFIT + "Lvv, SEE ELEVATION FOR OVER HANG 4'-0") (MAX " SECTION @ ROOF EXTENSION SCALE: 3/4" V-1)" QPIP cZPI:PT n,) Amn SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE3 z 0 0 U_ 0 LU U < 0 B @ FIRST COURSE -*4* 2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED AND NAILED W1 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Old @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 CO URSES SOLID W/GROUT T. FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR L FURTHER INSTRUCTIONS. 4 OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 INISH FLOQR I> #5 BAR CENTERED W/ C) IN TO KNOCKOUT/ to P CHAIR BLOCK 0.. MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS to, CLEAN FILL Is. ... DIRT z NDARD STA C) -1 90' HOOK C\1 #5 BAR IN FILLED CEL v L L L It L sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-10" �11; DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6'IN CONIC. FILLED CELL SAW CUT SECTION SCALE: N.T.S'. 4" 4" 4= co C—) C-4 !2 Cc C= CP G C2 cc :;- SE 1. C14 < "C - F L. t4 4N, 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 Engineer's signature and seal. U) W 11- 4 E 2 Cq 3 0 LO 0 u Lu EL Lu U_ z z -6;; -Z 0 SO "'Ar 0 C, W Co C� M Lu 0 0 � W (n z z M co z ff 0 Lu C, < 0 a .. L) U) < h Z W (D co !�2 < Q) (a LU C) 0 -a) LU M NE _= 8 2 0 Cl> U_ E 0 E 0 y Z@ co E 'I 0 01 z co t < ,0 w 0 �0 0 z z 8 o� Z. 0 W Cn Cl 2 � <0 �u z M C=1 I , !� �� ;� -< �O mi Cl) > 00 cc 0) 2 CU lq:*- 1q:t co ILL LO =3 CL 50 0 cr) M 4-1 CY) 0 LO .0 C? C-) U-) (0 c6 < Q0 r U-) ce) 6 E cc E j,6 LO z E M CU C: E 0 0 _j 'a < W _j JOB NO 23-05719-05724 SCALE AS NOTED SHEET NO. SS If I i L HII 1 1, . i UAI I A�I fj� If. I �1 _T ----- F 'DIAGONAL SPACE AT 15-10" O.C. M CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING —ROOF SEE SHEATHING PLAN _--BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A N F- SHI X-BRACING 2x4 SPF OR SYP Nv/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-10" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ1D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS �'A USSES (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 Z-O" 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 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 'S REQUIRED W1 (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) 1 Od X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2W16D 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. DB 13-�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1/2"=V-10" PROVIDE 30" LAP SPLICE @ F.C. REBAR. FLOOR TRUSSES @ 24" O.C. (2 DOUBLE KNOCK -OUT 'UT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HID MIN. 5 EMBEDMENT PER 54/Dl SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT (5�0 SCALE: 3/4" V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM DIAGONAL AT 8'-0" —�-WOOD MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ Z-10"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM f 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING v v I I A— A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT . SCALE: 1/2"=V-10" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 —PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE z 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO O):NE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE� Z :1 FLOOR TRUSSES @ :5 1000 SQ. FT. OF ! � 24" O.C, FLOOR AREA & SEALED PENETRATION AREA W/ -----�2) 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING SHALL DIVIDE THE LEDGER ATTACHED TO CONCEALED SPACE INTO MASONRY W/ (2) ROWS APPROX. EQUAL AREAS. 5/8" SIMPSON TITEN HID, MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT--/ BLOCK W/ (1) #5 CONT. IN EACH COURSE. SCALE: 3/4" V-0" SCALE: 1/2" V-0" Z-O" MIN. 6" '-0" 6" 6" -01, 6 11-01, I I L. �1 TYP. TYP. 0 0 1 0 0 0 0 SPLICE 0 0 0 T-O" \—SPLICE BEYOND 2'-0" .4 PART. ELEV. VIEW 1 All r) r, DBL. KO. BLOCK TYP. El 1:� F1 24" MIN� (2) 2x8 P.T. L ATTACHED M LEDGER W/ (2) ROWS OF 5/8" TITEN HID STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER TOGETHER W/ LAP SPLICE (2) ROWS OF 1 Od @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL ( 54� SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" MASONRY SEE PLAN PIN I -)A -rnCiki A 2XIS P.T. CONT. LEDGER T&B W/ (2) 1/4" X W TITEN2 @ 24" D.C. T&B TRUSS . ..... TRUSS TO LEDGER & (6).162" x 3 1/2" NAILS (4).148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" V-10" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGILASS ULTRA SHAFT LINER OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END- FIRE RESISTANT OSB 7/16" FOR INSTALLATION. SHEATHING 4'ON EA. SIDE 2" CLG. RUNNER FIRE CAULK PRE-ENGINEERED ROOF OF WALL NOT STAGGERED RUNNER TO SHEATHING CEILING BOARD TRUSSES AT 24" O.C. MAX OVER PARTY WALL C ABOVE AT EACH SIDE-7 (2) LAYERS 1 "X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 13/4" TITEN2 @ 16" 0 . C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1 . SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR 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 HID STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD MOM= 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 PC�H FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS HIGH STRENGTH OR 5/8" (1) LAYER 1/2' 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. LU 0 -j 0- U) MASONRY WALL—= c SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE x MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR /—ROOF SYSTEM SHEAR TRANSFER L L EXTERIOR. WA r5 2 SCALE: 3/4" V-0" INI'-� 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 E MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS UCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF �SELEV DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED MWITH APPROVED FIRE CAULKING. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH x SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 13/8" LEDGER DRYWALL NAILS OR DRYWALL 1��—SIMPSON SCREWS 7" O.C. EDGES. RBC @ 36" O.C. W/(6) 1 Od X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. W13 OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W1 GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT EACH FILLED CELL (TYP.) 0 BE NAILED W/8d COMMON @ 6" O/C TO I, —1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA :5 1 (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T�%WHCRD BRG. \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1 P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1 /2" GYP. WB. TYP. "S" MORTAR (TYP.) 0- 1-11y, U) a- -j --4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. STD. 90L'HOOK ON 3" CHAIR (SEE DETAIL) 8" 2 8"' ?r 2-STORY PARTY WALL SECTION �PWOI SCALE: 3/4"=V-0" REV. 05.24.23 -ENGINEERE PRE FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 P. . NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED! 0 SEE PLAN TOP OF PLATE "—TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW —WINDOW PER PLAN 8" C.M.U. WALL rk 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL P OF SLAB 0'-0' T F. F. 00 VARIES WITH C:1 SITE GRADES C14 SEE PLAN C14 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 CV') C-1 C= C-1 .0 C, 0-= cc C*4 Lij cc >41 Ll- mc= CM a) CC NN N\N 0 W e 'NINISN _N "Z` 0' N, F r '0 < 0. ON 4 F L. 4:1e, A? 0 FESS� N\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings romply 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 M8 9 "o R 1� a) 8 M a@ 0 00 w L�,. ,LR , Ld Ca U- co z 0 3: 0 z R 0, 13e: -2 c-, '§, 9 (� �; W 0 2 - Y, W W Td � r z 3 co Ln z c� 0 uj 0 = N < 0 d co l- El El 1:1 z W QALn 4-1 0 0 LU V) V) utft U) U 3h E 8 di 0 ., U) 0 N co cl-.> z U- c6 E v z� E 8 Co IF— r6 C1 �o co cD ro < E �, -, z 0 -z OZE a> t �o w UD C: < '0 0 -j 6� 3: z N 3: CD 3: z w < 0 03 -�T 10, E2 > 00 co L- L- CC CN a) (D C-0 F- C�j M U- LO T- CL T E 0- 32 50 co U) CY) It CY) C\1 (0 LO C? c) U-) CY) (D C:) IZT co C:) I C.0 < 04 (0 Q Lo CY) T— I ce) E CU z E 2 C i2 IL E 6 0 4.j -0 - 0 'a cc 0 < 0 C: C 0 -1 30B NO 23-05719-05724 SCALE: AS NOTED SHEET NO. D1 IHTAIIJILAAA�J,i. Lhii1111L,011.111 h, I --T I i I -T[ C14 �2 1 1:1 Cr U) 0 C'4 M 7 _J -.4- 0 C14 r1_ L0 LO C14 => I In -..I- C-4 C-1 C14 LO 0 -0 C" 0 -:R:z C14 CL E W E LZ t.-) C'4 b3 a 0- - Cq C/) THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRY�LOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT VANDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALA NTFROM INSIDE EDGE OF WINDOWFIRAME WINDOWBUCK ACROSS WINDOW BUCK 3 WINDOW BUC END To AND EXTEND TO WINDOW FRAME Y MASONRY ATTACHED PER CODE 6) TOOLED SEALANT ED SF4LANT REQUIREMENTS RI DGI BEAD BRIDGING NG AND WIN�DOW CLADDING AND VWANDO W �NG 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 WEATHER R S SITIVE E I� BARRIER TAPE (ASSEMBLED WNDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure, resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY 0 SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS SINGLE JOIST NAILING FLANGE 71 I'D VE BARRIER & ZARILY 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 JOI,1 I UNDER DECKING (SEE DETAIL WP07) ED FLASHING IR SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �;-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING 0 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 0 in each detail that corresponds to the numbered items in the list of instructions below: I . Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary 1'4' PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING of draining to the exterior water that penetrates the exterior cladding. BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied ------ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING C EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 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. SELF -ADHERED FLASHING 0 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAA/VDMA 400. INSIDE CORNER 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. PER <: 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 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. W ter Re istant Bar ier 7.7.At built-in clutters. :LF-ADHERED FLASHING kTCH HERED FLASHING 1 2 4 5 41 111 F- - - - - - - - - - - - - - - - - - Z �l V-�, 1 i L " - Til LLI PLASTER STOP -0 W CONTINUOUS BACKiLl U.1 0 ROD & SEALANT LU LU 3: 0 U) FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WPB ONTO THE VERTICAL SURFACE TO TOP OF FLANGEASANAIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGILASS �AL FRAMING �AL SHEATHING 3AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 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 lz Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing -Stampecle 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 buttjoints need to becaulked using Stampede or sim. caulk for all en C_J C= C-i LO LU CZ) E! C2- C= I=. C."i LU _; , O_ In C', = -at co C= Cl> C4 C=> I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W 'zt E S N C) C) M 8 W 0 C, N . 8 0 a) :E - co 5 UD V) to i (5 I_ r- - LL LU 6 C-, C _J Z, 0 Z 20 0 8, :E N C� < :3 W W 0 2 r-- m U) c� Z Z Mo 1 0 .11 Z < 0 < 0 U) 00 000 Z W Cl) - CID ff= _0 C= 0 Q) 8 r, c,-�, U-1 WU 0 L/) L_U V) I— U) U", w E M 0 U) W 0 A cl� CID g 0 0 Z < __J E 0 < E 0 C1 �0 R-� 00 Du E 0< O� 0< W, <' Z 1 ZM CID -S! <' Z< 0 0" C a) Z E-, -1 _5 -2 0 10 Z 15 0 C> M mi C:) 4) > 00 T_ ca 0) 2 CU CN a) 0 C4 CV1) co LO T_ CD 0 4-J +- CY) C14 0 C.0 LO -E cy) Lo C'4 (0 0 M C:) 0.) c6 C%4 C14 (0 Lo . a) . E ,-- 6 -E CY) LO 0 M Z E 7- cc C 12 E 0 0 �0 JOB NO: 23-05719-05724 SCALE AS NOTED SHEET NO. WP I T-F-i il 1- -1 1 kA; I i 'i I T -1 ___T_ E r1go Washers / Self -Locking Nuts Mounting Rrac�ets (10 Gauge� 4-V2'x 4-1,12'x 2-12' Stle Anchurg SOEdule Dolts Q4'r4aA32.5 YI).l 00 -.4- 1- 14 Seli-Drilling 5treVY5 A A/C Unit 5,otturn Edge /C U, Hurricane Strap (Tylpicalt3ir) front) Front Cross Support u rtV (hM4ay b:-e cu I to W) Left Bracket (%Gaucte) 4l4S4d(-Qr11fn9 ScreviisThru bracketi 6 fiatkCross Supportinto A/C Unit 3cittom Side (Typicalt 3 each �Ide for hurricaneuse) Back Cross Support (May be cut to W) Right Bracket 06 Gauge) Florida Department of Busitle5s & Profmional Regulation Fnel oll Building Codes and Standards Product Approval Application Detail Code Intrivor Dat- Datto care Pending Dol. Type version Milnullerghurar c-atilot Enalneor4 Linens. Valldled ft Validated Submitted FlIcApproft Approve samirs Afflamarib. 202a Smart Vert Produals. inc, Mi Graham H arm- F, IN or- P �E. L=k, Bd�dle, P,e. 1 2M W620 IVIV2020 12Q8/2i320 Approved category: Structural Comporents (877) 441-836a PE-7a778 �334)300-18130 SubCaTegary; Products introduced- R-ftor trodamartyertoon, M-Tschnology Cemialf-c. MerthoL Evaluation Report from FlondaRegisterodAmIritacto- Licernecd Florida Poreasicnal Engineer FI.W22-fritlarodud Quellty Assurance App-alf-grIlLs- Approved! for 'Jae Inipal Design Sao# =Mildhd 14-1" orblarn, Product Description rlllll=n 010 1" HV114 Outside HVHZ 1 Duel Function Flood and Ventilartron Vent Yea Yea NIA -1001100 2 N. Function Redd and Wmill,ti., Vent lmlr:202S yas Yes N/A +10DA100 3 smalrVe't Mod, 11,40. 20 ne.�W.d Flood Von ?J31 r2 23 Y d Yea NIA -1001-1�00 4 Sm.rtvdt Model #1540- 521 �� Insulated Flood Vec� �11/2 23 � Yes Yes NIA -IooAl 0 5 S artWmMddaI9154�524 l6&qud;GamgeDoorFIdcci 12131=23 Ya Yes N/A N;A 6 Sm:hv.nt Mope! 41540- 57 Wood Wall Izated Flood Vent Yes Y a MIA -10 �100 S m Vent Mode #154& S74 12J311202 14.5&qua: 0 nage, Door Flood Vent M112023 Y. Y:s MIA 1AD Florida Department ofBiusinoss & Professional Regulation Pg, I at Building Codes and Standards 111V2021 Product Approval Application Detail . . . . . . . . . . . . 4- MAWVMM C.4. ErAlty or Data Oat. Date Pending date T V-1pri Manufacturer Contact Erudmaar & Ll,-a, Validated Ill VI,datod SulorWrIfied FROAmr-al A-r- status Ravi5irm 2020 Dr-t Matels. I.. Jason Shumate Zachary R. Pnost Locke Bor-Morl P.E. 05flo/2020 08419=20 OE/20(2020 10/13M20 Approved Categoi Roofing (SOZI 303-1511 PE-74021 (334) 300-1000 subcategory: Meal Rachng raim-taCtrox man 'em Cminplilande Mellr.,k Evaluation Report from a ,I rid, Regitered Architect a, a Lican sed Florida P,idif-I ... I Eigh- IF Lell 7678-HO froducts Appr ad for Us. Ap,rw*d (or Use Impact gleation Soft 9 �Illtl "i Number or Name larod�pt Elosollption a:�A=A9 In HVHZ outside HVHZ IlesIstaulli Pressure 1 Dr. Floating S�.Ierri Omc I DONS, ONO 15068t VMG 175S. OMC 2008, 12131(202n Yes No WA �(W 180 ONO 5V Florida Departrinhent of Business & Professional Regulation Page 2 04 Building Codes and Standards 316/2023 Product Approval Application Detail . . . . . . . . . . ...... code EdlItV 0 care Dale Pandino Date I". Viarsion Manufacturer contact landiamear & License Validated By Validated Submitted FBC Amidurval Approved status Ravi, I_ 2020 Thermat-Tru Corporation Shave Jasper- Lyndon F_ $ch mdt R E, Ryan J. nn P. E, 04/15(2021 12J3V2020 04,22r2O2l Glaoa/2021 Appr-d Category: Exterior 0.... (800 843-7628 FE-43409 lt;13� 16T.6"6 3ulbCalei SWInging EAtrior Door AsSeri sJasptrsonQnhemearu.c Compliance Method: E,.Id ation Report from a om Florida RegistemdArthitect ore Licensed Floras Profeselonal Engineer FIL#2041511�RS Products QualtyAurtmence A-,,-d far Lee APPI for Use Impact Dss�- $.q %dur or N- product Duscriptio CnotratEL r d. Dts 1, HVHZ outside WH P-sum 1 s!!eda1LN-bahr Tr, , Iter-Cles,is ad 3-th-Ser 12= Nominal 08439:13 8quotlintact8quot, Opaque I dF No Y.. Y_ NtA composts Edge Fitnergl- Single Door raswurglO.Lawing: X configuratim) 2 b 1h.-Ti, Firdar-Cas- and Nominal EZ1a439;B &quc1;Impap1&qudt; O"que 1�1(2026 No Y�� Yes N/A C"'povite Edge Fiberglass Sirge Dd, writ, Sidefte(s) onwinVlOutWng: XO, OX or OX0 telfiglination ) 3 c.Therma-Tru Fiber-Classe and Smouh-Star MordInales)Y39:8 &quotImpaoNtqudt; Opaque 12ni/2026 No Y's Yes NIA Composite Edge Fiberglass Doutbe Door win or .ithwt Sideldes flnswingOutswing. XX or OXXO ocrifigtinition.) 4 pber-Cle-c and Smwilh�Slhar Nominal 8'0 &q.o,ImPadt8.qpt� Cip.q.. iMI12026 M. Yes Yea MIA Composite bQc FlIbergl- sing, Door 11-Iralo.ts"ing; X orfigmentim) 5 Thannne-Tna Filth-01-gr and Shroalli-Sh., Nominal 8&0 &Candirimpeo6ci Opaque Q/31n(3213 M. Yea Yes N/A C-p.111a Edge Fiberglass taaglo D..r.l,h SidellltefQ ilr.wlng�Outa.ins; XO. OXo, 0XO ddrfilumlldne� 6 f. Therme-Tru Filber-Olsesic arld Smorth-Ster Nomirel 8&439.0 Op.q- 12J31MZG No Yea Ys NiA C-p,,it. Edge Fildemi-a Doubt. D-Rin dir without Sideftes 0-InglOutamrg; XX or OXXO conliguradlonEr; 7 g. Therma-T. Fith-Cl-ld add S-h-St.r Nominal 6'8 &dut:1mppt&q..t GI -ad lMlf2026 No Y�a Yea MIA C-p-Its Edge Pibai single Do., (0-ingloutaldrig: X tonfiguraren) h- Therma-T. Rlder-Cla-a ard Snadollit�.a.r Nominal Eau#39:8 9qud1;1mp,rt&quoL Gaead 12MIU2026 No Yes Yas WA Composite E1191 Rinerg.. Single Do. fth Sidaflle(:�! na.inglAO�taqiqg; XO, OXo, OXO -figu' "" 9 1 Th-e-T. Firt.r-Ca.1k end Smooth -Ste, I.in.1.1139,8&qUW:lMpad&.quotGle2ed 12(31=6 4. Yea Yea MIA Col Edge Flla.gl 0-ble DIth or without Sidelites (IrsairgPCtuts�Ang. XX or OXXO Configurations) 10 1 Themne-Tru Fiber-Citiesid and Endoollb-5ar Nordirat a&OKID &q..t;Imp..1&q..t Glazed IW3112028 No Yas ye, NIA Composite Edge Fiberglass Girgl, Door (In"Irg1Ouaswi"l;� X configuration) 11 R. Therma.-Tru Fbar-Claselo and 6mooth-Ster Norninel 8&#39,0 &qurx,ImpucI&quo� Glazed i2J3112026 NO Y.a Y. NIA Composite Edge Fiberglass Single Doorwith Sloaliftsil,(insiOnglCulswing: XO. OX or OXO conifigure 1 12 1, Th.-a-Tq Firb-Cl-lo and 5-oth-Sta, Nordinal 86#38.0lt,.qurx:Impaollqddr Gland IMI=e No yae Yea, MIA Composite Edge Pibegl... Door Ah or With cut SdIlites XX.rOXXO berifig-tions) 13 m. 7th-a-Tru Rb-ClassicardSmoath-Sts, 11-1-16&#30 Ghlead l2r3lns26 NO Yes Y_ MIA Molded Open Composite EVgt Fiberglass Single 14 a. Th-7ni Ribar-Cla-i, and Sradoth-St., Norninw GI -all IMV2026 No Yea Yea N/A Molded Open Composite Edg, Fllaa,.91�s% Single Door �Ihn Glazed Molded Open Sidefleae) �Id-irg/Outlhq; XC, OX � OXO acniffg-ti.Me) 15 Thatim.7rii Filb-Cl.ash, end Smooth-Snar Nominal 6'8 9q.dt;Impad&quot: Gleeed 12J31J2026 No Yea Yea MIA Mold d Open Composite Edge Filacaleas Dcabl. Door k-Yith orwithoul Glazed M,d,d Open Sid,lites �Inswl inglOutswing: XX drCXXO achfiguratiorls) 16 p. TNearne-Tra Filber-ClasSic and Smooth-Ster Nominal 6&#39:8 l).�at:Imp&ct&cIupt Opaque 12f3l/2026 No Yea ye, MIA Condipeeft, Edge Fiberglass Single Doorwith MdId.d Open Sirarters) (Idawirg�DtxaWrq: XO. OX or OXQ r.afigmeti-) 17 q� 7homia-Tru Filber-Classic and Smoodr-Sar N "Inal 6'8 &dardJmparettioucti: Op".. IMIJ2026 No Yes Yea MIA Ce"'site Edge Fitarglam Double D.-Ith or with. t.lsz.d . aided Open Sidelits. (hawinglOurnsv.-Ing: XX or =Q Florida Department of Business & Professional Regulation Face I all Building Codes and Standards 115r2021 Product Approval Application Detail . . . . . . . . . . C-40 Itiel. Dele ostapal"Inu pal. Type version Manufacturer Canted Eft -or & U ... c, Validated By vadid.trad submitted FBC: Approval A,-- Stat., fhs,�Ild, 2020 POT Industries Jena Rosov9ki Mlerrit-Dede BCCO - ;ZFr Miami -Dade SCOO - VAL lVla,2020 W26(2020 I lt2412020 Appr-d han.g." -ne, Do- (941) 466-0100 (746� 315-2590 Subc.t.g.ly: Sliding at.rd, Door Assemblies j-akI@pptIrbbatrasd Compiler- Method! Centiliter- Mark or Dating ord FL#25l-K33 Products QualINA.swraince Arudrar-al To, We Artan.-di for Us. 1,P,t D*al,D tied Product No Number or al- P,,dut Description c. -1 HVHZ all E.Pida".., Data I outside HVH Iteelebant 9 Le rge Missile Ipat) V,,� slicing Eartse Door 04114/2021 �.a Yea yo� MIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/S ubcate gory Manufacturer Product Description Approval Number(s) Test Pressures Expal Date 1. EXTERIOR DOORS ITherrn iFiber-Classic 1 A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL2046 1.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psif 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-315 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL824& 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG Ml Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FI_239�2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psif 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B, HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psif 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349A +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125/2031 D. MULLION MI Windows, and Doors, Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261 � 1 NIA 5/2612026 E . OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS A Iside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/.2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A, AS P HA LT S HI NGLE S GA 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N(A 6/2912023 Plyglass USA, Inc. (fbr Tile Roof) POLYSTICK TIJ MAX FL5259 N/A 12/23/2023 C, ROOFING FASTENERS NOT USED D� ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97�5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FI_7849�27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stomi Panels FL15076.1 - FL1 5076,2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. s ee c ha rt Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. TrusSr Plates FL2197A - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9111/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 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 infbrmation must be available to the inspector on the jobsiter 1) copy of the product approval, 2), APPLICANT SIGNATURE DATE C_ Florida Department of Busiri Professional Regulation Pan. I of 3 U) Building Codes and Standards 1 �25r2022 Product Approval Application Detail 0 (3) o 2 code Entity or Rilk Date Qatp Pending -0 Tvoe verslo Manufacture Carl Engineer & Ucense Validated Validated Sulornitted rBC Approval Approved Starlit Revision 2020 Therma-Tru Corporation Steve Jaspersom Lyndon F. S.Ihmidt, P E_ Ryan J. King, RE 07123/2020 0711212020 07/2912020 1 Oil 312020 Appr-s.d (3) Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-55H U) Subcategory, Swinging Exterior Door Assemblies J..per9.m@th.1metuC. CIO -Cla U) Compliance Method: Evaluation Report from a In Florida F.gi stered Arc' bect or a Licensed Florida Prohasal-al Engine- 0 FL=470-R3 Probhu L_ (3) 0 -0 Qu,[Kv Assurance Appirrivedf-Uli, ApprevaidtrUis, trit Loarn 0 LL_ Seq 9 !z1bril el,14timber or Name Product Description CtuntractlE.piratibirn D. in HVHZ Outside HVHZ Reara r... a ThermaT I ru , lb-Clatislar, and Smooth-Sta, Nominal 3&#3a.6 8quut:Impaot&quot Opaque 12)3W2022 Y_ Yo III CIO 01 C.Mthasirt. Edge Fiberglass Single Door Y&D -_ 0 ��::; to > (I ' tsnAn9'Ohin9; X configuration) C2- U) 2 b. Th.,m.-Tm Pilb-Clatisin and Snindoth-Star Nominal 6&439:8 &,uot:Impact&quol, Opaque l2r3lf2022 Y-s Y E 2 Composite Edge Fiberglass Single Door Wth Sclelipe(s) (Inswing/Outatmlig; XO, OX or OXO Uralic config a) n 3 c. Therma-Tru Filow-Classic and Smooth-Ster Nominal G&OP,$ "Impad&quM; Opaque I �W/2022 Ye. Y-4=2 Ni W C= Co "02 -4cu- ccamp.st. Edge Fiberglass Double Dooronth or _= C%4 Without Sidelit" XX OXX0 CD = -0 . = W nfigunrimma) - L the L -r- HVH 4 d Therma-Tru Fiber -Classic and Smooth-5tar N.mIraI8&# %quot;ImPact&quot. Opaque I D31[2022 Yes yssa--t 390 fA 3. Composite Edgc Filbegless Single Door X configuration) ans N :w 5 a� Them-T,, Fib.,Cl .. to and Smooth-Stal, Nominal S& 9PD &cuctJmrvot&quot Opaque IW112= Yes yeas Y.. fA 4 Composite edga FlIberslass Single Door vvith C4 Sidelws) (Itnevving/Outawno; XO, CX.r OXO -;: configuratio 6 f. Thharnn.-T,� Plber-Cl ... c . nd S-.th-St., Opaq- 12J3112022 Yes Y.. Yea Composite Edge Fliberglase Double Door WHt or ,0out Sidelites (Inswing)Curtanving XX or O)CKO C" cc configumation 7 9. Th.r...Tr. R b-Clas.ic and Smouth-Siba, Nomina 1 69#'g; S Squotimpect&quelt Glued I M1 J2022 Yea yals a N/A Composite Edge Fiberglass Single Door (In SaaWout'ing; X c-figuradi-) 8 h. Thenma-Tru Filber-Glassic and Sm-th,43W Nidminel 8&939 6, uotimpect&quat; Glued IM1/2022 Y_ Yes yos NIA ;8 q Composite Edg, Fib.rgl.Ee Sirgl. Doordrith a Sidelibe(a) (Inswirgid3unawing; XO, OX or QXO configurations) 9 i Therma-Tru Fib -Classic and Smooth -Star Nominal 6&439;8 "Impact&quot, Gtwed lnlf2C22 Yes Yod Yes NIA Composite Edge Fiberglass Double Door Wth of vAtrout Sideldes timaroAng/Outwing. XX or OXXO d.Nguratione) 10 J Therma-Tru FIld-Classo and Smooth -Star Nominal 8S,#39;0 "ImPaGt&quprt Glazed IV31/2022 Y_ Yee Y.. NIA Composite Edge Fiberglass single Door (I n -hinglOut-irgi X configuration) I I k. Thevnirra-Tru Fiber-Classid and Smoplh-Star Nominal 8&939:0 &qWt;I.p.dt&qUqt; Gueol 12131)2022 Yea yet. Yet, NIA Composite Edge Fiberglass Single Dooruth Sidelk.(�) (InamglOqts,�ird: XO, OX., 0XO configurations) 12 1. Therma-Tru FiPer-Clannaro and Smoollb-Sour horm-I 8'0 Glued IM112022 Y_ Y- Y.s NIA Composite Edge Fiberglass Double Denr wth or Wthout Sidelites (Insmng/Ourtswing, XX or O)D* configoradons) 13 m Therms-Tru Fiber-Clasisic and Smooth -Star N..rPI6&#39.5"Irrpadt&quoI Opaque 12131=2 Yes Va. Y.s NfA -porsite Edge Fiberglass Single Door oalth &qu.I;Non-Impsct9quot; Sldeli*s) (1, syAng/Ourtanving; NO. OX or OX0 comfigurall 14 n Therms-Tru Filbar-Classit and Smooth -Star Nominal 6&939;6 &cluct"Impect&q.et, Opaque I 2J31 �2022 Ye. Yes Yes NfA r -amp.9t. Edge Ftberglass Dou ble Doci with &qu.t;Ncn-I-PacbRqudt: Sidelit- (InaeingfOutsvang; OXXO configuration) 15 o. Therma-Tru Fi ber-Classic and Smooth-Ster Nominal d&#39TI) Sq..tfmpact&qut: Opaque 12)31 f2022 ye� Y Y.a NIA Composite Edge Fiberglass Single Door With "Non-Impad8quot; Sideirte(s) II 'svang)Outs�hg; XO, OX.rOXOconfig-tion�) 15 p. Thermo-Tru FibarZinssic and Smooth -$tar N-In.1 8&*9,D aquct;Impec1:&qucI; Opaque 1231a022 Yes Yes Yes NrA -orcip-Ite Edge Fiberglass Double Doorwim 8,ciuot;Non-impact"Sidelites(insvAngiOutsoAng; OXXO configuration) 17 q. Th.md.-T,. Fb.,Cl ... i. and Smm.lb-Str Opaque 12J31=22 Yea; yes No NfA C.Mipcisits, Edge Fro.rglaths Single Do., (IniaMinglOutswing; X wnfiguration) 15 r. Therma-Tru Fiber-C;adsaic and Smooth-Ster Nominal W391.8 6quotNon-Impact8quot Opaque 12J3112022 Y_ Y_ No NVA Composito Edge Fiberglass single Door varth Sid.lite(e) (ireavAngfOuts,,ing; XO. OX or OXO config U'afi.n.) 19 a. Therma-Tru Fiber -Classic and Smoorn-Star N.mina[6	8&quotNon-Impad&quot Opaque 12)31f2022 Yes. Y- No NIA C�Mmlposlls Edge Fiberglass Double Door Wth or without Sictalites (I-IngiOulsAng, XX or OXXO configurations) 20 t. Therma-Trul Fil)er-Clasasic and Smouth-Sot Nominal 8&#39:0 "Non-Impadd5qoot� Opaque 12/3112022 Y- yes No NIA Composite Edge Fiberglass Single Door (I nsArG1Quiai,g; X -figureficm) 21 u. Thernma-Tru FilberClassic and Smooth -Star Mammal 8'0 8q..t:N.n-Imp.pt8,quot Opaque 1213112= Yee Yes No NIA C-P-1. Edge Fiberglass Sing]. Do., "d, Sidelke(s) (InsvkgiOutawng� XO, OX Or QXO confic 'ratdW 22 Therrat-T. Filder-Cl-i-ind Sm-11rSt., Nominal 8&939;0 &qt;N.r_1mp.d9quo[; C)P.q.e 12181)2022 Yes ye. No NIA Composte Edge Fibergiass Double Door Wth or Wthoul Sidelites (InsayingiOultswing; )0' or OXXO configurations) 23 w, Therml Fber-Olasso and SmQuth-Slar Nominal 8a,939;8 "NQn-Impaotaqqot; Glazed 121?112022 Y.a yea No NIA Composite Edge Fiberglass single Door Xponfig-hardin) 24 x- Therma.-Tru Fiber -Classic and Smooth -Star Nominal 3&#39.8 &quot:Non-fmpaot&qqot; Glazed 1213112022 Yes Y_ No NIA composite Edge Fiberglass Single Doorwith $Idelba(s) (Invw1ngiOutsWng; XO. OXcer OXO configurations) 25 y. Trarm.-Tru Fiber-Classicand Smooth-Ettr Nominal 6&939;8 &quotNon-Imphct&qumf; Glazed 12131�2022 Y.. Yes No N/A Composite Edge Fiberglass Double Door Wth or vAthout Sidelites (InwinglOuteWng: XX or OXXO config urations) 26 z_ Th.rm-Tru FlIber-CItsslo and Smooth-Stb, Nom 11.188039;0 &qu.1,N.h-Indpaot&qu.t; Glued 12f3112022 Y_ Yes No N/A Composite Edge Fiberglass Single Door anawnglOutsvwrg, X donfiguinabon) 27 za, Thmma-Tru Fiber-Clueaso and Smooth -Star Nominal 8&439:0 &qqot;Ncn,Impaet8quot, Glued 1W112022 Y Yes No NfA C.m Pdi Edge Fiberglass Sihgle Do -ith Sdelba(s) �nawng/Curtsvang. XO. OXor OXO ponfigunafon5) 26 A Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0"Non-Impzrct" Glazed 12�3112022 Yes ye� No Ni Composite Edge Fiderglaser Double Dcor Wth or vAlmout Sid elite' 0d`WihgVO-ta`i`g; )0'.'OXXO cdrfig.ralrn�) Flandra Department of Business & Professional Regulation Page I of 2 Building Codes and Standards 115;2021 Product Approval Application Detail Code EnUM or Into- Irwrsi- lillaounictuner Contact Frininam-& Lichar- Ravi -in 2020 MI Windows and Doors 3-11 artlingisr Luis Robert. Lomas Cweqory: Ext0or Cours (717) 365-3300 PE-62514 Subcategory: Bid* Exterior Door Aleatantolls b�ftIirgar@nn*d_dom Cempliance Method: Evaluallon Report toth a Florida Registered Architect or a Unen sed Florida Prefi-bral Engineer PL*16312-RO Produors ri-a bor or Name MIN Product D-dallo 1 V11L I'M, U M SGD SERIES 420 ALUMINUM SGD OXO 145 31"qliot;xs0&qu.I: NCN�REINFORCED 2 SERIES 42CALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XIO, >D, 96&dud;�8a&qu.t; NO 1,REINFORCEO 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALU INUM SGD REINFORCED OXO 146-314"uctx9S&quah 4 SeRISS 42CALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX XO. )0' 96&qdot;x9sli,.quot: 6 SEREs 420ALLJMINUNI BOO REINFORCFZ SERIES 42QALUMINUMSOD REIINFOROED X)O( l43&qud:X96&quQt: QPA Wo. V"lor Manufacturer R.v.lor� 2020 Wwyrs_O.Id.,. division PfO,-.ad Do., Corporation Cahagory-_ Exterior Doare %6 bCaiagary!SaWmalGxt�wDooAs�mbliea �Ilanda Method: Elaluation Report from a Fiords Registered Architect or a Licensed Flords Professor.] Engineer IF U11624 M20 Pd,,.. Seats or Nam Z, 105 10 50QW4100200#1123 11 tI000181 0=200 #1124 Date Data Dahe thendin, Me validated By vat"clarl.cl submitted FBC And -I Aiace-d star - Steven M. Ulrich, PE 1010612020 10106�020 10pts2an IZIEW2020 Approved f7l7)31T-8454 QualltyAwilurance APProvedfortjsp Am,.v.d for Use Impact Deslan Corlrg=024on Date I., HVHZ toulsid. HVRZ Rottistairt Pressure No Yea No N/A 12/31=24 N. Yen No NJA l2h31c?G24 N. Yas No `YA 12(3112G24 No Yea No NfA 12)3112024 No ye, No NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.,. i cf 2 1(912WI Entity � Det - oPt. Data Piaraffira, Data Contact 12-fimer a Deal Validatoo ay validated submitted! FIsC Approval Approved 911gim K-Nh Jh 5 Jeffiray P. Arn.s., PE. I Oil 2fZ 20 09129M20 1003M20 1211612020 Appr-d (330) 763-8121 PE-51737 (904) 821-5200 dkohnishO,vayne-darton.c Cluality assurance Raul f. U., ApPr-cl fdr Us, I-cl V-4rdid product Descripdon Camarad Exprall- car. an HVHZ Outside KV Registrant Pres- 96X39; fal- Idth. lWaS: Max height. ni.zing 12/311202� No Yea Yes -31�6005,00 sollabli, 11 top or intermediate section. i6aM Max width. 14&#39, MAxh.ight. Gle�sng 12/31(2023 No Y�a Y. �30,001-3z.50 avafladA. 1, top or Intermadato udlon, 180M Max1l ch. 141.1. M. height. Glazing 12131t2023 NO Yea Yes 34.401-n.30 everebtahroo.rhurrhadialtes.fth, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pag.1 art JWD21 H a� Cod. Inifty or Data Date Pee P.ndlmn Date Z121 vanlIpm M.D.fchmer Correct Enain-9 Dcars, Valid,t,d Erg VeNdalmd sullahiffed FBG A,,,,,l A,,r,-d Status Ra.al.n 2020 Curdles Divislern cfAADG. Inc, Tom Rarely U L LLC Troy Bishop. RE IZ-1012020 lZ'OV2020 12=020 Acpr-d CM090FY: Exterior Doors �641) 494-2813 i054)1947-0880 Subcategory: Etteror Door Corniponerts Compliance Method: Certilcardri Mark orl-leting IFW15R�Rfl Quality Ass�unmo. Aypreyedf.,Use, AM.y,d to, Use Impact u.sial, See# Number or be Product D%surptiam Contract salvation ot" 1, HVHZ Duran, HVHZ R,sl,tant Press - 1 147, 751.777; and 847 Single and Pairs of Flualb, Glazed, and Lonered smglamd pairs of 12�1/2025 Ys, Y. Yes N/A Doors hollso, metal doors. Florida Depa rtment of Business & Professional Regulation Pq9e 1 2 Building Codes and Standards Product Approval Application Detail c.d. Enlifty ar net. net Oat. Pa"dna net. T V-1- Mnuhlet.rair contact radur-ar & Lt.,- VIid,t,d Elt Widalsd auhnnifted FBC App-al A,,,,v,d status Revision 2D20 MI Windows and Do rs Brent Istilliger American Amirrectural Steven M. UnCh PE 1111112P20 11/17�2020 11n712020 Apirrond Catagpory; Windows (717) 365-3300 Merimledber- As ... i.ticm � 717) 317-8454 Subcategory: Single Hung o�iHing.rQuil id..m Cornpliarce Method: Cortilloatim Mark a Using Quality As,ur,,co An .... led for us. Aqgro�,d for Use Impact 1),al,n S-49 I'm Model. Nuratter or Name Product Is"Orlption Conl stgairation Dole In HVHZ Outside HVHZ Resistant Pre'sume 2 1� 52r,72 Rn/Rarg& Frame lc3fSG Single Hung 10108,2023 Kid Y.s No -601-60 Lamninutithl Glees E =:3 (D W > 0 > L_ 0- 0 0- 0 U) CL UJ < SHEET NO. PA 1.0. -116-1, Q) (1) C— I a) —CD (D 40 Florida Department of Business & Professional Regulation page 6 ci 9 Florida Department of Business & Professional Regulation Panel or I Florida Department of Business & Professional Regulation page 1 of I Florida Department of Business & Professional Regulation Page I of 2 -0 C-) > Building Codes and Standards 1125022 Building Codes arid Standards 1512021 Building Codes: and Standards U51=1 Building Codes and Standards I F22021 = :3 -' 2 2 -0 Product Approval Application Detail -- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Q) 0- = 0 (3) 0 L— - I - -I 1-111 I 411, �010 "c' - -,, 1 -.1 11�1 - I 111�,11- 1� 11,�,, , Al 1, 7S'�IIPIW -1 I 11 - �. lc ::: , " - - - -,,---It IN , RE 21,11, 11,41,111-1 " M code Entity o pate Date Date Pend Ing Date Mi W A- ,, - -I_ code Entin, Date Pending = CIO -0 a- - im Version Manufacture Contact Enamear & License Validated 8 validated Submitted FBG Approyal Aptuoyed State Code Entity 29-. Dale Date painfla. Date Code anialsor Date Data Oat. Pending me Me T".. Version Manufacturer or Colotad En,in,,r& Li,-s, valid" By Dole pass gets VaHd.t,d Suitkinithrid FBC Approval Aruirdw Status . — 40 (3) (3) Revi.i- 2020 Therma-Tru Corpor-ation St, ... J-p-n Lyndon F. S.h midt; P. F Ry.nJ King. RE 10/0712021 M18f2021 I Ofl 312021 1211612021 Approved 7VP. Version Manufacturer Contact Enalreer & License Validated by Vallditted Submitted Fad Approsal Approved status II-s' Version act En.in..r& Lknunt. V,r,&,t,d 8, Validated submitted F9C Arsonowal Ailar-sed Stan,, Rovision '2020 all Wind—. Do.,, Eason StiNer (M 0 — U) -i-- Category: E;derior Door$ (800) 843-7628 PF-43409 (813) 767-6555 Affirmation 2020 PGTIndult,l.a Jons R...-kl mlemil 81,00 - CER Mi.mil BCCO - VAL 1 QX12020 11,D512020 I 111 V2020 Appro,.Isd Reayshon 2070 MI Nndms and Doors Brent Sninger Amer., Alchrrectunal Sta,en M. Lifth, PE 1 W11120210 10106`2020 T1 7) 265-3300 Mentri.duters As—istion 317-8454 IWT912020 Approved and Category: Windows American Architectural Raver, U Lifth. PE (717� 365-3300 fri'lulactcoar, As—il f717) 317-8454 11122f2M 11122)2020 111=2020 Approved (-- SubCaletfory: swinging Extenor Door Asse,rnblies sjasperwn@thPrmatru.c<, C.1sticsy: Vince- Subcategory: Single Hung (941)486-010D (766) 315-2590 Jrwwski@pg:mdustdey.c category: Whdon#s Subcategory: HaizontefSEder i f7i T) bsftIh,g,rQ.N.,d-m Subcategory: FIXod bQflog.1@nI11,1d-c.m W -0 0 Compliance Method: E-leatort Rapwtfr.m . on Florida Registered Architect Licensed Florida Cernpil.ran, Wall Ce�tlfioafiorr M.A or Listing .. Compliance Method: Cartinficarm Mark or Listing Caunpli.- Method; Car-rilicatior, Mark or Listeng or a Prdessil Engineer '� = 0 0 .-a = _0 FIL#230-ftigi Produ FIL015361,14111 Products F Let 5342-RI 4 Product s L-— (D rLX20461-R7 Products Clearly, hinnerence Acur ... d torus. A corovad for Use Ironed ceekso Quality Assurance App..d for Us, Aorroved for Use Impact Deal Onall, Assurance A ...... it far Us, xr—ol for U, = 0,sallon 0 C) 0- = 0 ?�: Quality Assuranae AponlVadfortilse Apinovedfor-Use Impact Cerskin S-09 Product Model, Number or Name Product Description Contract Illicifirath- Pare In livhz outside KVH Resistant Pressure sesig Pnod.ol Model. Number or N ... Pnoduret D—buthan C-1—t Exteraffl- Data in HVHZ Outside 14VHZ Resistant Poossurs scale Product Model, Number or Name Prodsidt Descrill Contract EXI[ilrethoo DUO In HvHZ Dutalde 1VF1Z .a at * Pressure :a = 0 LJL— sag 9 Product Model, Number or Name Product Description Contract Expiration Date in HVKZ Outside HVHZ Resistant Pressure 2 SH5500 Large Missile ImP.ct) Vinyl single Hung Wndov, 07i3OM25 Yes Y- Yes IIJA 1 HS is$ Fln and Flange F— 73.62 I—litted Glass 021IM024 No Yee No -55/-55 1 185 PW 7S . 72 Insulated Glass 04,b3/2a23 hl� Yes No -GO/AO -0 L&J1 ICU = - — -I — M I a Thermai-Tru Filb-Classid and Smoci Nominal 6&#391,8 8quettion-Impazt8quort; Opaque 1 ?J3112022 No Yes No NIA J-- 0 ii M > Composite Edge Fiberglass Single Dom (InswnglOut�v�ng;Xmnfiguratior�) 1- ., I %2- (n 0 2 IbL Therma-Tru I'llberClassle and Smooth -Star Nominal 69#391,8 "Non-Impadt&qdot; Opaque 12i3112022 No Yes No NIA r-- 1:3� . - Composite Edge Fiberglass Single Door with � � C.�p C. (D L- Sideliba(s) 0 nevvinglOutorming; XO, OX or OXO Cn - 02 Cn L--I-, (D- configurations) C-J LA- . - Cf) M c- c- 3 c. Therma-Tru Filbor-Clositil, and Smooth-Ra r Nominal 6&039:8 &qu.t,N.r,Imp.&&qu&: Opaque 1 W3112022 Flberglla� Composite Edge Cell Door With or No Yes N. NIA c:n C-A 1� CP . - C, 40 -%'.I M 40-2 .4- = < WthoutS�delites(JnsWngiOUt�Mng:XXorC)= 4n C--r I �- -0 . U) configurations) to 4D C� c -,=� � 4 d. Therma-Tru Fie-Classn; and Smooth-5ter Nominal 7&#39�0 &qucr:Non-fiinpactilquot� Opaque 12(3112022 No Yes No NIA 11=111 �, . Ill Composite Edge FlIbergass Single Door (InsvvinglOutsWng;Xconfiguration) r- c: 5 a Thamne-Tou Roar-Ciasalc and Smooth -Star Nominal 7'0 &quk)IrNon-IrnpaU&quct, Opaque 12/3112022 Composite Ecige Fiberglass Single Door with No ye� No N)A (N.- W- 5� co 0 I U) I ... .-- cc aderiba(s� (In-AnglOutsvvingr XO. OX or OXO !� 3: �= configurations) 0 cc cJt 0 t 6 1 Therma-Tru FlIner-Classto wd Smodth-Star Nominal 8 0 &q..tN.1Imp..t&qu.t� Opaque 1213112022 NO Yes No NIA Florida Department of Business & Professional Regulation P.O. I & i Florida Department of Business & Professional Regulation Page i of i Florida Department of Business & Professional Regulation a, tal . 5; C= Composite Edge MberglassSogle Door Building Codes and Standards IrV2021 Building Codes and Standards I W021 Building Codes and Standards 'al 0) I.i- �Insvvrg[Outswriqr X configuration) �;; cx: .= 7 B. Thwona-T. Focn-Claseic and S-th-Star Nominal 8a#No �,quQtNon-ImpaltZlquQt, Opaque 1213112022 No Yes No MIA tr.. Composite Edge Filberglaw Single Door with Product Approval Application Detail Product Approvat Application Detail Product Approval Application Detall �- C 0 i 8 h. Therma-Tru Fiber-Classaic Smooth Sidelile(s) (InswilgirrOutswing; XC, OX or OXO configurations) Nominal 3893,9;0 &qLot,Nor-Impact&qLot; Opaque 12131/2022 No Yes No NA 0 0 - X,11�sph� 1. 1-1, I "I " -, - �,ix�I,L ,__W � � , I , , '� I& ... ymmw � and -Star Composite Edge Fitherglaaes, Double Door with or , 11 - - e" L C-11. En It or a*- case Let, Panel- ad- 1��11, 5wa Code Ent1h, - 10-1. 2112 Case, P-dinat 11" C(sla Entry 0 L�M T LLLL -111111 � I , -1 - � --- Data We [)at- Prinuaren ald- ls - 4 �AthoutSidelMes(in�iN/Out��ftngXXorOXXO winfiBuratibrig) Type Version Manufacturer Freare., & License Validated W Validated Submitted I'SCArs,morol Avor-ad stalues 71-- Ve,!,F M.-Nolum, C.1dech EnW-,,& License Validated Ov Validated Submitted FBC Uproyal Arta-d Stab-- Type Version fifirmurEmbirter Coined Eirrall & LJc-,, Validated By V.11dallial Submitted FBC Appraisal Approved Status 9 [- Therma-Tru Filber-Classie slid Smooth -Scar Nominal 68#U:8 &quot:NonImpaor&quot: Glazed 1213112022 No Yes No NA AffirmatlPri 2020 PGTIndustries Jarta R.-ski M-ro.de BcCD- CER Miam-Dade BCCO - VAL I 11,0512020 1 1 ,0512020 11111/2020 APPlIwed R.Inei- 202a MI Windows and D.6, B,ol5riling., �vis R Lorries. PE 'St.ao R UrIch, FIE 1011313l 40106l2020 109U2020 12115)�020 Approved Affirmation 20M POT ,dusurites J.ns R-la-ki iffl-i-Deds ECCD - CER Mi.mI-0.da BCCC - VAL lV0512020 IM5/2020 1111112020 Approl,ed Composite Edge Filderglasa, Single Door Category! VVIndows (941)486-0100 (786) 315-2590 category: vviod-'s (717) 365-3300 PE-&2514 (717Il 317-6454 Cer.goor Nod- (941)483-0100 (7aQ 315-2590 (InsivinglCutawling Xconfiguratior) SubCatagoiy� Fixed J&xeklQPglind"rl S.C.1'g.,yt Motors baltingtrohIlWo-cOrn subcategory: M.M., ji-ca-RIG?pgtheliusuleac 10 1. Therma-Tru Floer-Cl-ic and Smooth-St2r Nominal 6&X39;84dotNon-Impck,t&quot. Glazed 121310022 Dom P-It. Edge Filb-gla.s. Single D.cFvAth No Yes No NON Compliance Method! Certification Mark or Lhftirg .m Compliance Method: Evaluation Report irom a Florida R agielsned Architect cra, Llcan-d Florida C-pi.c. Method: Cannelton Mark or using .in Sidel,Z) (InavvinglOWS,ling; XQ GX or OXC FLA243-R2411arodninsts; Preeesional Engineer I f L#251 .R13 Produc I 1 k Therma-7ru Fiber-ClasIsic and Smooth -Stu config.rations) Nominal 6&#39:68,quot:Non-[mpsicr&quot. Gis�etd 12131I2022 No Yes No MIA Quoits Assetranes, A,,o,,df,r U, Ano-,al for List, ut 0-kno F LA15353415 Products A -ranee, Ap000lud fc, use A.-Inad nor Us, homead basic. Z Composite Edge Fiberglass Double Door Wth or Sea A Product M,JA N,.ba, or Name Product DesIrIption Calitra.16,piration Date in HVHZ outside HVH Resistant Press., -Sao A Product Model. Number or Nam Coal Product Description otract ElsionatIon Date In HVHZ Outside HVH 111sells'llelt Pressure without Sidelites, (InswurgifOutswins: XX or OXXO 5 PW-5520 fl-sngs Missile in -pact! I vinyl Filed Wind.. 04/3b/2025 Yes Yes Yes MIA QuIlltv Assurance A .... ,atrid toor Us, Aigar,,aal far U- 1, ... t beside I Mu Ill me Tor Al I Doors an U YVI n doyrst Aluminum Mullions 05i2642M Yes Yes Yes MIA configurations) sea * &gSo,t Model. Norrog or Name Product �driofi. Contract E-irafien Ei It, FVHZ Dulaide HVAZ Resistant Presse. 12 L Therma-Tru Fiber-Classo and Smooth -Star Nominal 7&#390 &qL.t,,N.nfnhp..t&quot Glazed 12131 Q022 No Yes No WA 2 57rul Varii,,J A-inurn Mul)i,, lMlM24 No Y- Yes WIN Composite Edge Rbergicas Single D ons"ing(C.tswingi X-figuratnon) 13 m Th,rm,-T,u Fib,,-Cl,s,:,,,nd Sonnoth-Shor Nominal 7&#3g;O&q..t;N.r-lmp.ot&q, GI ... d 12131 Q022 Corhp.ail rog. Fiberglass, S in g 1. Door voth No Y - No MIA Side it. (a) 0 n svorglOw- ng; XO, OX or CXO config.,altion.) 14 n. Tharma-Tru Fib-Classio and Smooth -Star Nominal 8&#39:0 &quol%NonImpaot&q..t; Glluosd 12/3112022 No Yes No MIA Z Composite Edge Fiberglass Single Door (InsaMmigIrOut-Ing: X configuration) 15 a, Therma-Tru Fbw-Clas�ic and Smoorth-Star Nominal 8'0�quotNcn-Impaot&quot. 31starad 12J31=22 No Yes No MIA Cormp-sib, Edge Fiberglass Single Doo,vvith Sideline(.) (I -vorg/Oul XO OX or OXO Florida Department of Business & Professional Regulaton Page I of I Florida Department of Business & Professional Regulation Page 2 via Florida Department of Business & Professional Regulcition Page 3 or4 16 P. Therma-Tru Fiber -Classic and Smooth -Star od,figurati.rus) Nominal M#M;D &quot�Nhon-lmipact&quot Glazed 12J5V2022 No Yes No NfA Building Codes and Standards I A92021 Building Codes and Standards 10MI2021 Building Codes and Standards $1812023 C.mp..it. Edge Fiberglass Double Doorvoth or without Sidelites (hwng�Outswing XX or OXXC ProduCtApprovall Application Detail Product Approval Application Detail ProductApproval Application Detail config-ti-l-is) W 17 q Therma-TFu Fiber -Classic and Smonoth-Star Nominal 3'8&quotNQn-Impact8quof. Opaque 1213112022 No Y- No N/A ,L l,,�, 7p ,, - .1 - � g ,; �.ZN , "I gl� I 11 , ,I- I I I I . PA , � Composite Edge Plinerglinas Single Door with 18 r Therma-Tfu Fiber-ClassicQrd Smoctin-Sour Transom (Inswing/Outswing; OIXconfiguration) Nominal 6&#U;8 "Non-Impact&quot, Opacro 12131=22 No Yes No NIA Calls 1, I I Z, �ttlll 11 ,, e ,� � Entity da Pate Due Oat, standing vat. �sta Entity 0 owe Dar, Pending Dan* am- 92L. Eadin, � Date Data lbef. Ciat, Pending r -imp-lan Foge Fiberglass Sutiglis Do., ,,Ath Sid.IH.�.).�dT,.�.��(in-i,�gfO.i-A�9 OIXO. CIOX or OlOXC) configurations) I T Varsige, Manufacturer Ravel- 2020 James Hluble Building Prodii,ts, Inc Qurdba.t Ennin-A Lic.reft Validated Ily. Validated Submitted FBC A,,.o,l ADvad Bl Chad Derl,Ks V. Andnow Too John Southard, RE. 01,10512021 12JI412020 DIJOM021 ding FBC Appt. Ty.. Veinal- ffic-factu'ar R-1. 2ON Aside contact Enainser & Lt.... vellikunted Ekr Validated Submitted FBC, Anoraval Nick Thompson Lyndon F. Schrildi P,F- Ryan J. K),g, P.EL )2IM021 02i15r'021 02a2)2021 hanix,vad Status 04(13/2921 App-d Is'.. V,,,I,. M,n,f,,t,r,r R.,4.1- 2020 OAF contact EnW...r & U.-sit Validated Bv Michael stish Robert Nierrition John W, KnezeviGh. PE vMil Submitted FIQQ Anor-I A-c-1 I�Jis= I 2il 712022 12120=2 02M712023 Stalue Appr-d 19 s, Therma-Tru Fber-Classic and Smooth -Star Nominal S'S&quotNon-1mpavt" Opaque 1213V2022 No yea. No N)A Category: Panel Walls (W9� 545-83sO PE-81692 (352) 367-2520 Category: P.ral Walls (33D) 922-2389 PE,43409 �913) 7G7-655,5 Category: Rooffing a0i))763-3411 PE-5,9166 (954) 772-0224 Composite Edge Fiberglass Single Doorwith Subcategory: Song �h.d.dlancks�.hsrcl $.bC4.gcry; Soffes nth-F,aPm@asn1 Subcategory: AsphtlifiSningla altiali&.f.e.an MJ Sidl 0msw,g,OubsW.gr XO, OX or OXO Compliance Method: E.Juation Report from a a-. Compliance Method- E-1-tion Report from . Compliance Methoch Evaluation Report from a Continuous Head and Sill cortfigurstrorns) Florida Registered Ardiftset or . U-sed Florida Flodd. R,gst..dA,chIta,n.r. licensed Fodda Florida RagisteradIATchiftect or 2 Licensed Florida 20 t Therma-Tru Fibar-Classic and Smooth-Stgr Nominal 8&939,,O &q..t,N.n-nT.dt&quct Opaque 1213112022 No Yes No MIA Pror-sion.1 Engi-eir Professional Enll- Prr.f,oslotal Engine., Composite Edge l'ituarglaw single Door with Sidelite(s) OnswingiOutavring XO, OX or OXO I'LlIM302-RO Products FI-015277-R5 Products FUND1124-1133 Predict, 21 u, Thermo-Tru Fiber.Ckl and Smooth,Star Continuous Head and Sill configurations) N.mlh.1 6=39;8 &qu,LNdr-Imp.dl&quPt; Glazed 12I3112022 No Yes No NIA Qual Assuran" Approyodfortso Agarroysel far Us. 11111laot Doldin Quality Astruirstince AF,,-d for ths, Apon-ad for use inspect Damon 0"ItyAssitil Appa"Il for Us. Approved Tor Use Impact ol Composite Edge Fiberglass Single Door with Smo Product Model. Numbor or Nam Product Do-Icti. Contract Expiration Date ill HVHZ Outside FIV49 Resistant Pressure S-4 # Pr.ducn Model, alurnbila .1 N... Product[ Des.rIpUmn Contract ExpiratlonCalls In HVIl Outside KVHZ Resistant Poessunt :sea 0 Product Model. Number or Nam Product DOserID11011 Corel %xvinallon owe In MVHZ Outside KVIFIZ treatment Pressure Sidelll (lnsWrg1OutsvAngi XO, OX or OX0 1 C,mpi.nk LainSdim; ilb-c-et I.P.iding 12J3112023 Yas Ya,r MIA MIA I & &qsia�21F"Uot Soffit Vent or ScIld Vinyl Wit 12131,2023 No Yes No MIA I GAF Aspretift Roof Shlngl.e for us. in Fe-C hHVHZ Fiberglass reinforced 34ab, laminated. S�tob and 1211W2025 No Yes MIA NIA Continuous Head and Sill configurations) 2 H.rd,PIsmk L.p Sding lba,.m..t .P.1dh9 1213IJ2023 Yes Yes NA NIA 2 lb� ikq�dt.Alllinrca T48ol.ce: &cffft Vent or Solid Vinyl Soon, 12131,2023 No Y No Nuar Jurisdictions hip/ridge -ph.1t,blogles 1 22 .. Thshm.-Tru Filber-Cliass,G and Smooth -Star Nominal 8&#39:0 &quct,Nw-IrPaCt3quot: Glazed IM112022 No Yes No NIA 1� c "Greenturriar Vntage Beaded&.#39: Sotrik Vent or Sold Vinyl Soffit 121311202a No Yes No MIA I Composite Edge Fiberglass Single Door with 4 d, &qu.t;D5&q.ct; Saint Vent or Sold Vinyl Serflit 12MU2023 N. Yes 14. NJA Sidelfte(s) (I nstMng;OutS,Mhg. XO, OX or OXG 5 e. &quot.Charlar Dalki Soffit Vent or Solid V.yi,q.flt i2MI12023 N. Yes No N)A 23 w Thenross-Tru Floe,ClassnG and Strebol C - ntlnu ... Head and Shl configurations) N minal 6&450;8 &quot Non-Impact6liquot; Opaque IV51=22 No Yes No NIA 6 f. &qu.nsuns, spemkuatl 9.1fit Vent - Solid Vinyl Wit 12131,202� No Yes No N/A Composts Edge Fiberglass Door Panels Vill Vented Sid.1ii (th.wing/Outevving; XX, >= or XX)Q� configunsiti.n.) 24 x. Therma-Tru Filbef-Classic and $mrooth-Star Nominal 8&#S9;0 &quct:Nor-Impseot&q4ot; Opaque 1 2�31,`2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelibe(s) �InnngtOutswhg: XX XKX or X)= configurations) 215 y. Thermet-Trin Fific-Clilssio 1 S-th-St., Nominal 6&939;3 &qudt;Non-Impadt&JLct: GJazed 1D3112022 No Yes No N/A C.ni Edge Ftbwghass Door Panels vAth Vented Sid.Ifts,(.) iIr.v,finIpOutsvvng: )OC XXX or X)0' O( Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation page 1 .f I Florida Department of Business & Proferssional Regulation Page 1 of 1 26 zL Th.rme-Tru Fibae-Classic and Smoath-Sts, courfigurati.ne) Nominal 8M39;0&quotNor-lrnpaot&quat. Glazed 12J3112022 No Yes No MIA Building Codes and Standards 1002-021 Building Codes and Standards I ar421 Building Codes and Standards 102021 Composite Edge Fiberglass Door Frimel-alth Vented Stddlte(&) onsoAngJOutswing; XX XXX or XXXX ProductApprovall Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 27 as. Therma-Tru Fiber-aasse and S,coth-Star Nominal 8&93S8&quotNon-1mpac1&quot Glazed 12.13112022 Composite Edge Fibc,gla,ss Single Door with 38#39:0 No Yes No N)A -,o ... N � 81- ',�M�," MI� - - - I- I ,, - , , �� " - 7 -", I IL -1, `�, '�r��"- -,�r�-,�', , -,-- -.-I�;�,��P-,'- � � � �, �-, ',� , '��I2 .t , N$Dj�gm;c ,,.� � z,l,�;zli',,'t�A�I.";`� � , , , , -,',-,,�:t�,' '-� ,�:�', Seelil (In-inglOutsving. XG, OX or OXO --- , 'r _. I � .... .. L 11 "I _ L '_, ; , 11111 44� ZL L " ," ��`,,I'' , - , �,�, .�7 ,��,-- ��,,�-,-"��,'i,,"-,'�,�.�,i��4z:-�',� " -, 11 �. '�� L' configurations) `;.d. Ertitur or L& PUR Oat, P,,d,a P& Code Entity. Data Date owe Panel Plait code Entity a Det. Pending owe U. gets 28 zb Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3B;O&qVcdtNon-Irnpadt&quot Glazed 12131f2022 No Yes No MIA T V,,I,, Manufacturer Corned Enclo-i-A License Validated 11k, Validated submitted Fad Aic-1 Apavy, at$-- T".. version Manufacturer CPM,,t 5rato-& Liderne, Validated 8, varkelod Submitted FBCA-ro-I Am-snul Sig., TV P. VoEsIon Manufacturer C.nt..t Il ... &LI ..... Validated By Validated Submitted Pan Approval Approved status Composite Edge Fiberglass Double Door vAth Rav�w 2020 TAMKQ Ouilding Products LLC Kohl Eden Robert Nleminon Job h W Knecovi.h. PE 10JO412020 OaMf2020 10)12120N 12ilSI2020 Approved Renton 2020 L.N. Thompson. Inc, dba Thompson Archinrctural T.Ry Christuren Zachary R. Priest St.sn A U,lch PE 09/1 7= 0911 11,20211, 09f22/2020 1 2Jl 6J20 20 Approved Revision 2020 Fle,rda Metal Products Inc, ClatkJones, Jam. L, Bucket. P.ELO Steven M. UrIch. PE 09,2712020 09�2512020 1=412020 1211&2020 Appr-d 3'0 Siddlites, (Jn5vmq1Outs%Mrrg: 0>0(0 Category; Rooling l417) 624-6644 PE-5F,166 false) 772-6224 Moral, Company lTAMCO) (813) 248-3456 PE 74021 f7lT)317-8454 Category: Roding t904)783L8400 CRUCK Engineering (717) 317-8454 29 zc. Therma-Tru Fiber-Classe and Smooth -$tar configuration) Nominal sss#3Q;0 "Non-Imp.d8,qdhat; Glazed 1213112022 No Yes No NJA Subcategory-- Orderlayment5 k.m_adahQhahIl'Lo.M Category. Roofing thonyQU-1.1roofirge.. Subcategory: FoofingAc ... s.J.. that - so "'O&II-I'Ll'im PF-31242 Composite Edge Filbert less Single Door with U039: 0 Compliance Method: Evsluation Peport front a Subcategory: Foorbing AsQesecriss that are so Integral Part ofthe Rooting System Integral Part ofthe Racing System Compliance Method: E,.I..ti- R.p.rtf,c. a Sidelibe(s) (InewnglOudsvAng; XO, OX m OXO Flotilla Registered Archrectora Licensed Rorda, Compliance Method: Eretti8flon Report liona R Forda RegleterridArchitectora Liceneed Flonda 8.0 zal Theirma-TruFber-Classic and Smooth -Star configurations) Nominal 80ag.0 &quotNon-Imipact&qLot; Glazed 1213112022 No Yes No NIA Pref-i-I Engins., Floods Real t.r,d P-hiteet- Licensed Florida Professional Engineer Composite Edge Fiberglass Double Door with FW2328-RO Products Professional Engineer FL421581l Products I U#39�0 Sidelites, (Inswing/Out-Ang; OXX0 configuration) Ate-,radloirtle, Avirrov9d fice Use limited Lee- PLA16l Products Quarry Assurance Approstid for Use Approved for Usa Impact peclon 31 ze. Therma.Tru FlIber-Classic, and Smooth-Slar N.mInal 7'0 &,Iu.tNb1-I.P-ct&qul Stalker 12,3112022 No Yes No N/A sea # PreOuct M.dal. Number or Name coCatertyAssadrand, P,d,et Deacrisell ruloakil Esoliefl- gets In HVHZ Outside HVF1Z R-lenerat Pressure Quietly Assurance Aparoored for Use Approved for Use impact 2EM S-9 Product Ill Number . Name Prelluot 13-dolti- C,m,,t E,lh,lico Date it, HV14Z cruel HVHZ 11-ist-1 Pressure Series Composite Edge Glazed Fiberglaas Single 1 TAMKO Roof Underlayments(ill Roctur,di,ri,yoants f,r use In FSC HVF7 06129Q023 Yes No NrA N/A San a Product Mod,]. Number or Name Prqduan Descried. Countries Exciinal Date in Hl Quirsids, HVHZ Resistant Pre'surs 2 3- FLAMCO &qul 10 Ridge Venr&daot: Aluminum Ridge Venn, for pildhed rools feb,icsted 12131,2024 No Yes No NZA Door Wth orWthout 1&#3Q:2 Sidelna�s) Jurisdictions. 1 TAMCC Flat Top OflPJdg. Vent ,vith Baffle I., The 26 ina. al.b.-f-etind.-Ith baffid 09109/2= Yes Yes MIA M/A from 0.025' Aunninum (InswinglOunswing; K OX XO ot-OX0configurations) 2 TAMKO Roof Undarlayn,ents (NCN-I4VHZ) R-1-cled.yment. for... In P9C o-4VFZ 0612BaO23 N. Yes WA NiA 2 TAMCO God.recIkV4hl 21,1. 0"912026 No Yes MIA -01-52.5 Jurisdaims. 3 TAMCO OfFlaidge Roci with Bella 26 g a. stato rocIventlator I[fin integrated thiffic 09M/2026 Yes Yes MIA MIA 1 - 4 TAMGO Round Top Olf-Ridge Vent %vith Baftlefor Tile 26 Us slarific roul'veriblatorwith baffle 0910912026 Yes Yes N/A MIA — Florida Department of Business and Professional Regulation norlda Department of Business & Professional Regulation Feist of I Florida Department of Business & Professional Regulation P.9.1 93 Florida Department of Business & Professional Regulation Pass I or I Building Coders and Standards WiZX21 Building Codes and Standards W/2021 Building Codes and Standards 3rr2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) ,W.111�-�- 'L, `- , , � �- - 111� -11 I i,4 11 I rode TV- V-icn Man.f.,to- Revision 2020 Lem.n. x. Entity . Data COO Data Pending owe Contact Enchoussiliturceres. Validated By V,gd&ed submitted F13C A-val Atmist status Kati Jolley James, L &�kncl. P,G. &,van M, UrIch. PE 111231202D I 1,2312021) linwa2l) ding FBC Appl� Cade TVc. Vershorn Mannerfectureir Revision 2D20 act Reefirg Entity . Data Ewe Delta P-dires, Contact E,,i,- 9 License Validated as, Validated Submitted FS0 Ac-el Anderson Robin ;APM0 Lofforno Evaluation Gary W. Walkar 1110312020 i110212020 I'll Date A-r-H Sill- 11(0512020 ApproIeJ Code Type version Manufacturer Revision 2020 Gftal Protection Products. LLC. Broadly or contact Emlilmor ?E Llo- valfidqv�d Isy Th, Robinson VNIer A, UK Jr., P.11 John W. iuia,alqch� PE Dal Data Date Pending Dernt volidgell Submitted FlIC-Appnoval Appioved 09AO&202C D910SW20 10;Dl/2020 12115M20 � ,,, - sileds Approled " (D FL#5259-R31 Code LntftK�Lr Date Date Date Date Status Car.gory: Reding ON) 983-6163 PE-31242 (717) 317-8454 Cad.g.ry: R-Ang (801) 380-6091 Bar,- LLCL (205) 854-OiGO Category! Shutters (9541 689-7545 PE-44167 (M4) 772-B224 .1y pe Version Manufacturer Contact Revision 2020 POLYGLASS USA Maury,Alipeft, _ _�nglneer & Validated By License John W. _proved Approved Validated Submitted Pendin . Ap 10/26f2020 lOf2212020 FBC 12/15/2020 S�C..p.,y:R..E�gA��i..th.t..., Integral Part crthe RoofingSystem C-pfare.lr.1h.d:Eu.F.nR.P.d from. kh,I.)*I-endd.c.. Subcategory-- peering 711- C,mpll,n,nM,Mod!lzv�ukimR,P,�fr=a Product r-luati., Entity ReNnArd-oneborel.. . SubC2taqoo: Storm Panels Compilarince, Method: Evaluation Repon them a tlm.rob1nacn@gpp,ndL,, In Category: Roofing S9542331 MOSmalpert@polyglass.com Robert Nienrinen Knez�iclr, FIE &gproyal Florida Registered Architect or a Licensed Florida Florida RNI kereelArchit,cl or a Licensed Fl,rics, Pirdassional Englnesr Subcategory: PE_59168 (954) 772-6224 1110112020 Profonlonal Engineer FL#7949-RI2 Products Underlaynnents Compliance Method: FI-917ZQ�R6 Products I OnnallIVASSUrall Aparallosel for Lee Apor-cl for Use Impact otislon Seats Product Model. Numbee, ,, Name is Saxony- Shake, Slate, Country Slate, Split Old English Quality Alituranso Approved for Use Approved for use Product 0-t-10- Cum -et Expiration rude In HWZ Outside Hl Plat Pi-clu. - Dan,.,. Co 1213112020 No Yes Int Dinill it,sishant Pras NuA NJA FL#d547&Isd Products, Product Modal. Numbliecr Name Qu,litvA,sut ... a Prcdlcl DarnefliDtlon Arourated for Use Asurn.vad to, Us, Introact Deal,, E Evaluation Report from $an # laroduct Niod.l. Munituar q, les. Product 0-rhati- Contract E-1ratloollal no HVMZ Out,,lda HVH4 Inn,st-It pr,Ltre 7h.tch &amp: Impact aga contract Ineelosion Date In Hl Ouraid, HVH Resistant Prions., a Florida Registered 1 Da,k-Arl DA-4 or TRIl El-k-A, DA-4 - Profile. P.orcreiry- Plastic, Roof Vent l2l`10�2025 No Yes No ,9?.rV,S7-5 17 Sax.rySOO-Skde Sh.k.&.rnp: Sort Shake Flat Profile - Stockton. CA IV310021) No Yes MIA NJA 1 ad G.geGaNari-ol Steel 81torrin P.naIVHVHZ CorrugatedGelvariLzed Steel Storm Pana,lsretaurad 12131J2023 Yes Yes Yes MIN 4-0 Architect or a Licensed Mechanically Attached to Pl�wccd beck 18 s.uny 800 � Slate ShilkeAltrip Split Shake 19 seelery 700 - Sl Slate Aarnp-Split Shake Flat Prefila - Ri,lh.: CA i2j3j,202b We Yes Flat Profile - Stockton. CA 1215V2020 No Yes MIA MIA MIA MIA 2 24 Gage Galvanized Steel Storm PanetsPIHVHZ or not by I-Ils to prwide h-1con, protection Corrugated Galvanized Steel Storm Panels retained 1MV2023 No Yes Yes MIA a) Florlda Professional Engineer 2' S.—y TOO- Shake Slate Zisimp: Split Shake 21 T.J.a �iptma 19—lon. Fiat Profil. - Rialto CA 12131(2020 No Yes High Front, - Katy. TX 12131r,2020 No Yes MIA MIA NZA MIA ornot by trlicks to provide ftntl protection. = a) 1 FL#6259-R31 Products 2MLIV Assurance approved for Use Ap a for U a . -pmy� in Mel L Desig 26 W1. Low alone - Katy, TX 1212IQ02D No Yes MIA N)A 2.7 _c_- U) ie-(L# Product Mod.], Norriber cu-Nam Product Qesoftg2n Contreiat Efipratlon In KVHZ Outside H Resistant Pressure Delta 1 Polyglass Roof Undedayments Roofing uricerlayments 10121i2M No Yes NIA -Ill . 1 Polyglass Roof Undertayments (HVHZ� Poll roof underaynnernts for use in FE;012J2�VX23 Yes No NIA NIA M HVHZjurisdictions. > 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underlayrnenbs, for use In 12J23i2C23 No F3C non-HVHZ jurisdIedurns. Yes NIA -Nl M Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Pass I � I Florida Departmel of Business & Professional Regulation page I of I 0 1 Polyglass Roof Underlayments (HVHZ) Poll roof underlayments for use in FBC12:12a'2M Yes HVIH7 jurisdictions. No NIA N/1-1 Building Codes and Standards 1)25M22 Building Codes and Standards 147M21 Building Codes and Standards 11711,G21 > L- 0- 2 Polyglass Roof Underlayments (non-IV12� Polyglass roof underlayments, for use in 12f23)2023 No FSC n.n-HVHZ jurisdiction., Yes NIA -N)AI-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 1 Polyglass Roof Underlayments (l Polyglass roof underlayments for use in f BC1212a42023 Yes Hl jurisdictions. No NIA NIA 0 < 1 I , "" 'v'-,1P - ", l%I� . ... .. .- "L,� *-i,-,-.",,L''-�,"Y�-"�","��' , " , " ,/,I . �;,11111111rl � ,, """,",,",�"L"",",",�"",;,-"'�""'�LV,�'WE'�' %rl"i� " V ,, " ,, - ,g, v"', , 4 � ,,, , � ,,i l , I ,"'.- ,,, 111112,,,rL' .,,,,%r,,,, �,.",i�"t..-4-��'�,,�,�,�"L"�I " , c,''I " "I 11�dv ,� V -1 dl'R, S, 'I R -11 , , me-1:124 �, - - - I I'll ,I 1* - - , - , "Z -�,,,,.��r,��',.,�,�ll,�,;�l�i'-,,4�,"�L ,� ,r��'� � �, �jT �,�j'.�I � ,,L I ' v ""�,"��, � �,e -"�'.'§� , "��hy'.A,�, mLN�-Z'v--h xr" - -,�,�.�hi L , �,J,,,,� Y1104-0011KNIR" V' 111",12951.1, In � __� _ .,�"L'� � _ , ,.'I'nIlr �,�I�'I,, � __ " - , , 1,�� , - 11011 -- N � "I ,? 1-01-10`0`0 "I'My I'l-W 'Sh "or , , , - WIN � W � W I -ill n I 0, 0W 2 Polygilaiis Roof Undelayments (Ron-HVHZ) Poll roof underlayments, for use In 1212MC23 No Yes NIA -NJAI-622.5 I 1, 0-44 �� g .,�yrh rt"T"AMIZVN I IRA% Entity 0 Date Data Date Pending Dow Code Entity or Date Data time Pending � .... 11 I vl , WA I � 4 "'It CQdo _ ,.L�,10 ,� � ?, � � - Entity . 2 � 11, -4 11 i "' I U �%sm II2 1k Dole Dan- Oat, Painting Data F8C noF-HVHZ jurisdictions. Type Version Manufqctum G.mt.&. Enctinaer & License, Validated Validated Submitted FIBC Approval Approved status T Version maotilligelagit Cartel Ern,m ... & License validated as, vididead Submitted FSC Amer -el Assal ,status TVP- Verallm plitrupict,jintr Cooled E,,i,,,, & Licarne VVidaterd Eer Villifthad sutenift." FQC Apin—lil Ammovind milili L. -+-J 1 Polyglass Roof Underlayments (Hl Polyglass roof underlayments for use In FBO i2J2W2023 Yes No NJA NA R-ision 2020 All American ShLtle,s and Glass Mike Barbieri Frank L. Bernatill PLE Troy Bishop, RE 1012812020 1 Oil 512020 lliO512020 121512020 Apiprev.d Revision 2020 Alpine St..rt Lewis ICC Evaluation Serve., LLC Vdifliam ML R.riltei� F-2 1IM3112020 10122,1020 1 1450021) 11105/2020 4pprev.6 Remalo. 2020 Carrith.rolitl Concrete PlQ0Mc*Ih0. Robort Gilli, SsmuslA, Greenberg John Hoy 1211612020 121IGM20 12r29)2020 ding FBC Apo,, 0 2 HVHZ jurisdiction.. Polyglass Roof Underlayments (non-HUHZI, Poll roof underlayments, for use in IX23;2023 No Yes NIA -Nl Category; Shutterns Subcategory: Storm Panels (561) 712-9882 Pe-OG46549 (954) 947-0560 mikescO.allamerlGarshutte Cals,gory: Structural Components SobCaI Truss Plat. (321) 710�3377 (407) 681-1917 sIdvia@aIpIhcftw.,,m Category: Structural Components Subcategory: Products Introduosd as a R-Ift of (41 5) 650-1,707 PE-34245 �"2) 58e-5311 prcIesrg.W,@y.ho.m =3 FaC rl jurisdictions. Compliance Method: Evaluation Report fromo. Florida Registered Architect - Licensed Florida r'L"M Compliance Method: E'e-ti- Recent irom, . Prodund Evel-tiou E�bty him Technology Compliance Method: Evaluation Report from a -0 Professional Engineer Floillffl"7 Products Micros R.gIst..dA,,,hIl Licensed Florida Professional Engineer 0 FILM 78(d)l Products Quality A.-ran-ar A pprovad for Use, Apt,r—d-rour Use impact Deall L- Sao # Prod uct Model, Num ber- or Nam a Quality Asrsuraul;& ApprovedforUse ApponvedforUse rudoot Dal Product DiltscIpton Contract Ebullration Data in HVHZ outside HVHZ Resistant Pressure S" it Product Model, Number Or Nam 1 ITW BCG/Aoln. Higher Strength ZH &-p: 8) Product owri Contract Expiration gas In HVHZ O.t.ldeHVHZ Metal Cornallcr Plate, 1215112024 Yes Yes Resistant Pressure N/A MIA IF L*f 3744115 Prod Qualitv A�urakca A—eld W, Us, Anor-od for Me I.,a,t Deskso 0- I 24g. G.I-,r,sd Steel Siomn Panel. 24g. G.I,.nLz.d Sts.1 Storm Pam.l. 12f3lf2D22 Yes Yes Yes N/A 2 ITW BOG/Apio. Hing. Plate Metal Connector Plate i2f3l/2024 Yes Yes NIA NA -Sea ss Product Model, Number or Name Product D"orlpflor Contract Expiration DWI in HVEZ Outside HVHZ Resistant Pleasure < 3 ITW BCGIA]MR, loilax 4 ITW BCG/Alpina M,e M,t.1 Connector Plate i2i3l/2024 Y� Yes M�W Connector Plat. i2ral=4 Yes y- MIA WA NiA NZA 1 Qually Precast or Commercial Concrato Products P,-t and Prestressed Conerch. lint.le W2512024 No Yes MIA N)A (D a) I i ICU 0 00 = < Florida Department Business & Professional Regulation a— of Buiding Codes and Standards P.ga 2 &2 W.023 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards (Y142021 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 af2 92912921 —0 �— Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L- M ...- -i,"��d�,�,,22, L � , ... L 11, ,,, � -, � . � L "I Code sort, . Ded. Me Dat, P—dinda In.t. - ", ,P C.da ..,- " � - entry or SrAe- Der. Data Par"floo Date L I Code righ 20 Data Daft Pend" ... 2= k . - " UJ C 7Vp. Version Manufacturer c-taxt ntor— & License Validated By Veneered Subrartl Fill Arl Ap;,r.,.d Met— T— va.l., M—fact-1 qatio.st Enoincer & License vaidabeg a VAI'lateel Submitted Palo Acipinveal Aesselod mall 'nse. Version Matrulfact ... r Contact Brain— & Lio .... V,lideded Is, Validated Submitted F&C AP-1 Ap,norg st'sture � a Revision 2020 MIMse Inc. cal.gern Struet—I cernpon-ts ErIn W.den ICC 61�9- S"c.. LUC ICC E-1-fla, Service. I952) 898-a6215 LLC. 01,0342023 12i2OM22 01MY2023 App—d Revision 2D20 Wsy�rh.c cal arectunal Components Rob Raid,un ICC Evaluation Service, LLC [an Derinx, P.E. DM2M21 1011312020 D210312021 App—.d (253) 024-6476 (608) 839-3286 R.had.B�4ri,@—yam. Afflmation 20 20 AphslAurninum, Inc. Category: Pend sealle Jose 811'a Luis R Lomas StiI,an M. Ulrich. FIE 111IW2020 1 111 U2020 �4071 509-2008 PE-62514 (717� 317-8�4 11nonna App—d < (D S,bCAagvnr; Truest Plat" CompilsocaMethoth Evaluation Reportfroms, ..alden@mii..m �205) 599-9800 subcategory; Engineered Lumber Comollarmillisth.d: E,ailuatich Rultreftf.m. -.1- S.bC.h.gary: Scelts .Iph..iummumr.@�h. Z Product Evshu.n. Entity Product Evsluator, Entity Compliance Method: Evaluation Report tom a Florida ReqWare,]Ar�hrtedt or . Licensed Florida .o.m Z --i 1`021,97,100 Products FL#11527,1111 Products Prof—Jonal Engineer Quality &ssumara, Ancrovad for ties, A-r,,,d fer Use 1,,s,t Deegan Quality Assurance Appr—cl for Use Appro-d for Us. Impact Design I I I I I I I a - 0 Pro,kith Model Number or 111tions P,du,t D.-ripthorn ccoar-1 zminstioo D., in HWZ Outside HVH Resistant P.—re S-9 Product Modd, Number or Name eroded Casodmiloo Contract Emirstiort Date 1, HVHZ Outside HVIII pasi.l.ot P Quality Assurance Appir,wed for Use Apor-tal for It" Ini Ill —J I Itil 18 gs, high strength truss connector plate 1213V2024 Y. Yes MIA NIA I nuchrol.. LVL ,smrat,dVsna.rL..b., OU3112M No Yes NIA N/A Sao # Product Model. Norritnar or Nam. Product description Contract exinlrallon.22111 in HVHZ 0,11sid, KVIFZ Ril,ftlant F—uh, a- 2 1018,9113 18 ga. super 0 igh strength truss connector plate 12131,2024 yes Yes MIA MIA 2 Patel— P,9L I TImb.rStn.rd LSL Parallel $trend Lumber 01C112023 No Yes N/A MIA Laminated Strand Luni 03/31/2023 No Yes WA MIA I Alpha Nurrilnum solid sump: Vented Aluminum Soffit' Alpha Aluminum.Sollel 4,xmip: Vented AumInum gr=,2023 No Yes No NII 3 4 hill 16 MT18H,9 16 g.L truss connector plate 18 ga. high strength truss connector plate '�"o a '�� 2024 �2 Yes Y. ye, Yes MfA WA NIA N/A ,, TJ Rim Board Sl.drral C—c-It. Lumber ., Oriented St.hd 03C112023 No Yes NIA MIA CML1 & Wood soffirtr CMU & Wood 1 SHEET NO. 5 MT20HG 20 9'L high 't"gffi b` connector plate IV31,2024 ,(.a Yes MIA NIA board Fum Board s Weyerhaeuser Him Board Oriented strand Board Rim 8-rel OSiM12023 N. Yes NIA N/A 6 T-18. MT18 is ga. t.. connector Plat. 12/31QD24 yas Yes NIA NIA 7 TL20, MT20 20geL less connector P1.1as 121310024 Yes Yes MIA N)A March 6, 2023 I PA 1.1 . . Raddal Departinent of Business & Professional Regulation P.&I ait Florida Department of Business & Professional Regulation heal all Rorida Department of Business & Professional Regulation Pace. I of I Rodda, Departmernir of Business & Professional Regulation Pa"Ieti U) Building Codes and Steridards Building Codes and Slarldards 0110=2 Building Codes and Standards Building Codes and StEndards _0 > Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 RN ing-11 N rjmm 11 WWI 13101T.'"IN BE, 10 R " 141 God. Made Ponall fd* Kabix., 291a Oft DalwPoodn DEER CL 01A E,51- 20 Ala Matopood" Dille Cd. Zft,r 211111, Dow Volidoied [mi. posse FROAnnompi DOW Approved am- TV" vorsion us"lloolutor FAIIA0.1 & Lisom Valkis"d -DAIN _Q* Molidoold Submith, FRICAoiloroel A.= am" V.11illobod Salanitop TIM *,%,a- 11awksh" C. V1114110d FRC Approval Ap stalk's ca -0 I'Vol, *raw. Atarrodbn 2MM blaw"bal.ro, Polls Corporation contact Emilaqw, A, Like". X%Iktkw Joe Hayden Sivall WmclowanclDoor James L RUddner, Rt. a VaReAllod S"hwito, OW1442020 07114=20 FRICAnconal Arionlest! suko 07=12020 Apor.0d Time %braki. lismilicim Affirmatim; 20M Pella commom cards E-01m,&LIft Validit6d Rar Joe Hayden Sandi wrklowerdl T�*_ Lunh, PE, LLC Ro�kison 4.1hakins OTM412020 07114=20 GV22=20 Approked Allinmallm, 2M Peft corporation Ciologorip Windows Joe Hoyden sorks w1rdowardlDoor James L Buckner, P-E. 0 Elolainken MMUNasulorAsseelpaw CEUCKEnglnee" OT11412020 OT114(2020 dirmfilma Approved AtIrmol 2020 poll000mdodon Joe Hayden Bard Wonein Schaefer T.F. Lum, PE, LLO 0711412020 QW1412020 cotojer. Wfldc" Robinson PE4413$ (561)62"455 _pr..d a7,22QC20 Appro-d cologwrViindoes Ei.bGooii single Hung Rceinson UsnufactunwAsixelatlon CAUCK FngIrkiedria P41 � W -OM (W)4&14W coal"'r. W "o" subclopar- Single Hung P41 � 1121 -MM Subcategory- Fixed (G4lil2l4M (56I)al."27 sexconsonin mdod Wl)821-00N U) compliance Allarl Cordial Mark or Jailmg cia"pairm Ifivibed: Corlif4ation Mark q, Uilting palloprodoolopprMigpe compgam Nal Q@rM*Ion Mark or Ustimil polapprodualoppro"Ope lo.com Camplimo Notbod: Poluafan Repan from a Florida Roillstarad Architect ar Lkerniod Florida IlLoom M ll&wm lo-com Professional Erialneor -0 0 ampt.An Anorvived For Else Approved For liggsw Damon goubLang2mrA Akevenwil Far Use Anarnexallor 11- J111111111 Pradwot Mod,]. Number *,kanke 0-E&A-ank- Abanovad Fm Law AwasnaMbLUM in HVHZ oulaidtHY" Amid, ]MAI Dodo prosawro QMllhrAn An nor gas Approved for Use se owes. awl Product Modal, Number at Nam Produatthoodation contrast Excirsfian Oft in 14VHZ Guraide Al"islakit pnoux"no mat Product Model, Number W Name PoidgetDoftficif, Cotraugairati,"-D" in" oulside Roomin "a Prove AW410 1 $0,10 IOM 'Anyl ENO IMINow X 70-) 07fl&2022 No Yes No 2512S OMM Pickled modet. Number a, Name pmkilmomdoll 106"tAl'st E"inotio. 111106, 1. RVH Oujoille HVR Ronsieft. Ems 0 1 sees IV4 High Performance $1 male Hu no %Nnyl Sing a Hung Window f4.v a 72-) 00,171=7 No Yes No -sm-m 1 Pak 10 Series single Hu mg Wndow W a 90' Mnyl N�Pnpoort single Hung Window OSJ22�1022 No Y. 2 (EV I.W11"dielmebui(lar.w) gTn8t2O22 No Yes No .2&.26 108arles Flange Flod 10 Bar- 112' Flange Flad Window yao Y. NO NIA 2 Swise ICM High FarRrmwzaS1ngl.H�njj )ftyl High Parinmour. Single HugTwj, SOMIJ1027 No Yes No -60A�60 2 Palo 10 Series Single Hung Window 54". BY V,Vl Nar�lmpsct Single Hung Wind" 07109NO22 07M*20" No No Yes yes NO No +4$145 +SEo'6D a Sense, 10120 Solas, 1011211 Vmy1F1xsdWhd..(V?.GO') 03,1118=2 yes Me .110160 ca 61-- ICU a Polo 10 Series Onglo Hung Wndw 4 34". 10' VIny! Wnkmipad &no* Hung W1ndx. 4r 7T Vinyl Non,impeat Single Hung Window OYT491=2 No Y. No 'Soso C) > 3 Series 1=0 Single Hung VIN Single Hung I'lloo ODnV*" (10r a M 0011512027 No Yes NO +4Q140 4 SwxW1QROS1rjgl%Hvna VIV single Humg TH ple Compooft (I Or a 53_V� 023=7 NO Yes No +3&.36 Peft 10 Swiss Single Hung Window x 5 Pole 10 Series &mgle Hung W,dow 3Vxgr %Anyl No.1mmot Single Hung Wholow OM202C22 No V. No +55LSS -0 E 0 5 axilosl(112081'41.H�rg )1W single Hung Twin Composts (B6.WXEg.5) ON11302027 No Yes NO +3" 0 Pols 10 SwriesSirtgle Hung Window W I 7T V"I Nix�lmpset single Hung Window urfospe" No Yes No -60�00 Qml!&A- Aboly"d AV Us Aikorwyeil Fee U [MOM obaleg (D L_ Sed 10120 8 rgle HUng VW Single Hung Iraln Oompoolto 6W) OWIV2027 Me Y. No '35�35 7 Pm 10 aerl" Single Hung Window 52-irrx OV Wyl Non -imp" Single Hung Window 100712023 No Vas No +50�-Sp WE Cutoids HVH ph"wro Cn 7 Was 003�rgleHUng I U21 it kAnyl Single HUMQ Troo Co (100`.%V� (Sn%7(127 No Yes No �SBSs AMA Pr4clool IOWA Nunaby a, Name P"dwitoknia"lon Realw. ee"1:1=045ingiellung VW Single Hung Window Car x 72-) 05MV202T No yox No �35'm 1 We 10124) VnyRmw1nd0W(WX?VJ OFJI&2114 NO Y05 ND +26r-26 -2511" CL Series 100 Single HUng VIV SIngle Hung Window (4r a 50-117) 0811312C27 No Yes No '35,35 A,-,d Par Use /,,,-d For Use lmulm Usable 2 a Sense, lama 10120 %W1lWdwhdow(1arX@4') 1.1.41 Vinyl Fixed Window 001) Onl&2024 N. No yea yes No Me 160-5) 10 Sarooki(V2081,glemung Mnyl Sir& Hung Window JSV a 51-11r) 06JIG0027 No Yes No +35k36 Pmdft Model. 01 umber at N PladowtDoveriorti connoet 12-i'stio. Dole in N ouriaklo, HM Rovial Pum" sales MV x 11 12 8.1-10120SINI.Hung SOMMIG120811glaNuIg MW Slingle Hung Wind- (48' X 84-) 01700" Vlnyl Single Hung Window (W . 72") 05il&2027 Me No yas yes No -351W NO +35-36 Polls 10 Series Single Hung Wnd- W a or Mnyl N�lmpxat Single Hung Window OW220023 No Y. No �4&40 13 VIFFA Wrola Hung TWIn Gorpmlt*(72'x 5W) OeMWO27 No Yes No .3" 2 Pella l0eeries Single Hung Window 64' XW Vinyl Nonftpaot Single Hung Window aKW2CZ3 OKW2023 No NO Y" Yes No NO +451-45 .50�aia 14 is Sedge 100engle Hung Series 10120 Single mum Viny Single Hung Twin 0onlpdsl1xr(KVxs3S-) OW16027 Virry Single Hung lialn Cornpos.110 (9asm x M W17f2Q27 No No Yes Yes No '35�35 No .35f.25 a Ped. 10 Sares Single Hung Mond- 4 Polls 10 Series Single Hung Window, 5 Pella 10 Series Single Hung Window 511, . or Vlmyl W-Impw Single Hung Wind" IF xW Mrryl Nonimpact Single Hung Window OW20023 82-iff. 501 Vmyl Nol-trnipod Single Hung Window IC11702023 No No Yes ye" No MI .55�55 11OWSO C-i Ljj Is SwrwalQV20s1rg*Hwr6 Vinyl Single Hung -sain Gompnolts " 9 7r) WJ11512027 No Yes No �4[W40 C= = 17 Series 10120 Sing Is N ung Vrol Fixed With Since Hung Monikers (I Or x 72) 10M6120:11 No Yes No '3a'jO C= V3 C-4 agwaAmicom Ae-id fi, U*. ft,ft�akd W U- Ilk= 2Lto CD c: AMA Ptadoet Model. lourabo, at Memo Pgodagogeedisfiari CaftwArmainstio"Cons lam Cludeldo HVH Assists" PAO,,* go C=) 1 lDD86rl"orTheraftrorEnGompmorAventIHIgh Perlormanca Single Hung MrFyINIghPe*�mnw8lnglaHumo(42mx72�j =1712(127 No Y. No 'loalso LU tn -= CIQ fA cl) c= C^Q 2 Peramnaloo Sing* Hung Mnyl HIM Porlormamas Single Hung Twin 05010027 No Yes No .50�m ISO Sense orAveril Single 0611&=7 No Yes NO .40W 4 Hum ISO 80tworThemnagarorEnoompass orAvandSAgio )AV SIrgle Hung Triple Compoofte (10r a S&r) 01103/2027 No Y. Nb �3" Hung E Rorida Departinnart of Business & Professional Regulation %a. 1 of I Florida Departinent of Business & Professional Regulation Popiall Roddin Deparbrnent of Business & Professional ftgulation P.C. I of 2 .40 c: Building Codes and Stgridards Building Codes andStardands OMW=2 Building Codes and Staridards t.3 Product Approve[ Application Detail Product Approval Application Detail Prodiuct Approval Application Detail P20 WIN ' 0-11, Iffill MW AV God. Emilia- Do. Oft Owle P-drus DA Me Code 9,1111tygr _04111 Do% Dole Powdso Do" Code Eatily. PAO 0-6 Dole Pimill Dow TM valgio" ble.wilictno owmt 9,d'anpr & Yalidwed Vahillined Sadvoi FEICApprovsl Aganed out* Verxion NmkL*otm 0.010 rokilose, A ubarow Validated 8, 'Volidalad solik"ifto FEICAborenowl Aderoyed a Venakut Nomillact.. 00"" Eadn"r & Lims Molklow"I wildolled senhith, F&CAppronod Approved slabob Atimixidixi 20M polls Corporation Joe Hayden Spricil WlridmsldD*or Jamps L Buckner, P_E_ (17114;202D OT1142021) GFi2V2G2O Apprawed Arrmalon 20M Pole Corporation Joe Hayden Sandi Warren W. Eld-fier, P.E. T.E. Lunr, PE, LLC 07,4412020 071140020 O?j2OMWO Appao�ad Aft"thn 28M Polio corwation Joe Hoyden said Window and Door James L Buckner, F.E. a OVIV202C 07114/2020 OFIZU020 Appre-d Codaill Windows, RoNnson MoluleAurerAmsethon CaUCKEngheadng co"Mr. WAdows R*nw PE-44ISS (581) ta"485 Omew. Exerlo, Dom R010hien, 09UCK Rghooring BabGwWoorlin Florboanboldider (84116214M (581) 49141W SubCallegarry. HorbionEWS11clor M41) 621 -OM a ablGalosery. Sliding Exiarlor DoarAwlembliso P41ie2l-wm (1551)421-MZ7 Camplisrow Mothod: Cedikknion Mark or Usdrg polloproduotoppro,reape Complims UdbmL. evaluation, R.Pod Fmm a P.I.Xduchippro�WGips C-pilanow Ildhooff. Ga,:ll Mark or Uting *cn. Florida Rall lonand Arch Jock: or a Lloen3ed Scroll lls�oDrn limoom P,.ft.]-.i Engmaor Pracluet Made]. 11IL-borwNsina piodwillho.'riatiW - - A-millb, ]Joe In RVHX Quisida Rosixtsm! pnows.0 ol"WilVA" Anorevoill For go. Approod For U 1. Pmdd logical. Nmixa, grAlone; PIWIdD-tdMwi contloat Dow Ab,,,d hor 11 in "MM A-raned for use ouwdowNz imam Elluklatoolt 21" polosaft serles 10120 Sliding Window Ynyl Sliding Window COX or NO. 73-102- K SO-) 0312112024 No Y. No 1300-30 amp Pradwel, Model, Ember or Name PiradioNED-11011 C.atwAExPIWAonaft In RVH oubida Hvill aloolvion Pool I series 1020123 Sliding Ulm Don, M11,01 241�.K.f 107 Bilding OEM 13-r JEW . W) IIM=l No Yes No -25�215 2 Mryl Sliding VAndow PX or No. 73 4 02- x ar) 03MV023 No yes No �36t4ir; Sam," 10 Sliding iAr'de. Was 10 -A.A Flanged S Iding W rxxxxo No yes No NIA 2 Series IOV200 Saling Gim Door vinyl Smil Panel Fixed *V Door (.91delikk 34.1$0161 O=B=22 No yas N. 'aa'35 3 4 Swin 10120 Sliding Window Series 10120 Sliding Window Mrryl Sliding Window (XCX, lOr x SO-) OW7=3 Vmr! Sliding Wnklm CAOX. lOr x 3W) 034270123 No No Yes Y. Me .3at-Sa No '3%35 3 4 45WICS 10j2Qr2J5 Sliding V im Door Series 1000*15 Skill me Ulm Door x 81-110) VhV 24�onql -Q)r siding Gooke Door " a 82-1 IGM412021 VW Single PSMI Find 10' Door feldellw 47-IR*l 03;20=2 No No Yes Yod No No �3" 1215�25 OinallyAmeme, Approved far Use Aosrood Far U Imam calls. 8-0 phlad Ilwal. Number . Now, Prod,10-doli in HVH Gulaid, HVNZ lbaleall pinow". 1 Series 160 or Rmposs orAvarl Sliding ON= goor Vinyl 2-Famal VXlefleflng Glass Door OS&I fr K 0142412C31 Me Yes No �25LQS WIN-) 2 Borles 180 or Encom "" or Avant 81 ding Gim Dckx� VaA S [IV 1. P-1 Fld *C' 0-1 skialit., S511FZ. 02111WO32 No VaE No +41" 81-112') a Sorift 150 or Encorn pm orAxantl Sl klina Glow Door VrA 24-wral'Car Sliding Gaw, Obo, (Tr . 82-) OW0022 No Yes Me +aSt-36 4 Solve 10:11 or Ewin Ps" OrAvsmtl Sliding Gess Door Mrr)4 Sing Is Panel F kodC' Dew (Siclailto, 41�r.IR'x 02MV202 No Yes NO �2&,25 Produal Model. l(triabot a, Memo Givalift ANN, End," paufti Commilat Exeiralan fty Ad"ed For use in RVIU. Approved Far Use Ouiskia WWZ legal assistant pool" Possaunk Series 160 or Em kxx. pm orAwnti Sliding Ulm Odor VW 24ional -C)r Sildirg Goes Door (Ell X OEM202031 No YES No �25625 sa-la.) Swiss ISO ar Enowwwo wAwnti Sliding Gkoa% Door VIV Single parial Fixed"C" Door (Skill -4&IFZ x 02M&2C32 No Vas No �40$40 61.112') Smog 150 or Encompass or AxaMISS1141MG Glow near VWfi 24anal'OX'SlIdliv Ulm noor V? 182-1 OW412092 No yes No +3&6w 4 Sense 10; or Encornpows crAwmISIldirill Glow Door )AffA Single Panel Flm'470m, (8101111% 417-11W. ORMS0032 No yes No 125�215 co ICU > 2 So- > 0L CDL 0 < 0 C/) 17) -0 i_- 0 ML LU n- < z _j z SHEET NO. March 6, 2023 PA 10 I C_ U) -0 > 0 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3Cl/2020 EMM"M M Simpson Strong -Tie 2020 FBC Approved Products Updated 12/301/2@20 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30f2020 FrIT-MM, Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 (3) 0_ 0 0- For direct links to all S&T approvals listed below, CLICK HEIRE C= For direct links to all SST approvals rstedl below: CLICK HERE CM , For direct links to 2,11 SST approvals listed below: CLICK HERE C= For direct links to all 8ST approvals listed below. CLICK HERE (D CU For additional Information regarding Florida's Statewide Product Approval System and Marri-Oade County Notice of Acceptance (NOA) For additional information regarding Florida's Statewide Product Approval System and County Notice of Acceptance (NOA). CUCK HERF. For additional information regarding Florlda�s Statewide Product Approval System and Mistrifi-Dade County Natice of Acceptance (110A), ��HE For additional Information regarding Florida's Statewide Product Approval System and Nlarn-Dade County Notice of Acceptance (NCA). -4-0 (D FL#2355-P7 FL#10446-R6 FLOI 0456-115 11 HUS, HUSC series hangers FaCe-mount hangers available In widths ranging from 1-5/8" to 3- C/) 9116" and heights ranging from 4-5116" to 11". Concealed flange -0 Sea# Product Model, Number or Name Product Description Sea X Product Model, Number or Name Product Description Seq # Product Model, Number or Name Product Descrintion version (HUSC) available for models having width equaltD or I Titan Stainless Steel Concrete a Masonry Screw (UN -SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23, A33. A34. A36, A44 Angles 1 BT,BTB,BTH Brick Toes greaterthan 3-9116". 0 2 APA21, APA4. APA6. APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12� CMS714, CMSTC18 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1-718"to 3- 0 CL 3 APB44, APB44R, APVB65, APE66R, APB88, APS58R, APB1 010, AP61 01 OR, APVB44, Outdoor Accents Post Bases 3 C514. CS1 6. C-518. C820, C522 coiled Straps 5ff' and heights ranging from 9-114" to 16" = LJ_ FL#9589-R6 APVS44R, APVB66, APVB66R, APV888, APVB88R, APVB1010, APV8101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LOU3.25-SIDS, LGU3.63-SOS, LGU5.25-SDS Face -mount hangers ca 0 -4.- 4 APDJT2-4, APDJT2R-4, APDJT2-5, APDJT2R-6, APVDJT2-4, APVDJT2R-4. APVE)JT2-6. Outdoor Accents Deck Joist Ties 5 CTS215 Compression/Tension Strap 14 LU24. LU26, LU28, LU210 Face -mount hangers M C) > Sea # Product Model, Num ber or Name Product Descriation APVDJT2R-6 a DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 02 Face-mourt hangers IQ -0 E 0 1 SDI 01 12DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHHOIO, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H5, H7Z. H16, H155, 1113-2, H16-25 HurricameTles 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U) (1) L_ 2 Sl 12. S09212� SD1 0112. SDI 0212 Strong -Drive SID Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown "" and heights ranging from 3" to 10-1 SA 6", C/) 3 SD91 1 23S. SD9212SS Saong-Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210r APLH21 OR Outdoor Accents Light Hangers 9 H524 Hurricane Tie 17 MOU3.63-SDS, MGU5.25-SIDS, M01-15.50-SUS, MGU5.e2-SDS, MGU7.00-SDS Face -mount hangers CU 4 SDCF22434, SDCF22512. SDCF2261 4,SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Tirnber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI 5� HSS2-2-SDS3. HSS2-3-SD83, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in wdths ranging from 1-9116" to 5- U) < SDCF221134, SI)CF221334. SDCF271958� SL)CF272358 9 CBT2Z.CBT4Z Concealed Beam Ties 11 HST2� HST3. HST5. HSTO Siraight Straps 1/8" and heights ranging from 5-151161c, 19-112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Slrori SDCP Timber-CP Screw 10 CJT3Z,CJT42.CJT5Z.CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, FITS28. HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQISKTZ.HTSQ20KTZ Heavy Twist Strap 20 SUR: SUL. SURC, SULC, series hangers Skewred face-mourt hangers available in widths ranging from I- 6 SDHR27400, SDHP27614. SDHR31400, SDHR31614 Strong-Drrve SDH R Combo.Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9118" and heights ranging from 3-1113" to 13-314". 7 SDS25112. SDS25134, SDS25200, SDS25212, SOS25300, SDS25312, SDS25412. Strong-Dinve SDS Heavy -Duty Connector Screw 13 FC4. FCS Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, USTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC_) available for all double SDS25500. SDS25809, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models: on ly acute flange is concealed. 8 SDS25112SS, SDS25200SS, SIDS25212SS, SDS253OOSS. SDS25312SS Sirong-Dirive SIDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series haingers Face -mount hangers evailable in widths tangingfrorn 1-0116" to 9 SDWF2716, SDWF272O, SDWF2724. SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, F18, H10A.2, H1 OS, H14. HGA10 HurricansTies 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6"and heights ranging from 2-3/8"te 11-114". 17 HCJT7 Heavy Concealed Joist Tie 19 MGT Medium GirderTeclown 18 HH4, HH6 Header Hangers 20 MST27, MSr37, MST48: M-ST60, MST72 Straight Straps FIL4,10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 INISTAgr MSTA12: MSTA15. MSTA18, MSTA21, MSTA24, MSTABO, MSTA36. MSTA4@ Straight Straps FL#10667-R6 20 1_30,1_50,1_70,1_90 Ang les 22 MSTC28, MSTC40. MSTO52. MSTC56, MSTC78 Straight Straps $act # Product Model, Num bar or Name Product Descrintion 21 LCE4 Post Cap 25 MSTC489'3, MSTC68B3 Pre -Sent Straps Slaci Product Model, Number or Name Product DescaMfialt C#_J C-4 1 ATR318, ATR112, ATR5/6, ATR314 Threaded Rods 22 LS3OLS50,LS7QLS9O Skewable Angles 24 MST126, MST136, MSTI48, VIST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD8-2r ATUDg� ATUO9-2, ATUD9-3, ATUDI 4, ATUD1 4.2 Aluminum 7alke-Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 Ml 2, MTS18, MTSI 8, MTS20, MTS24C, MTSSO, IIATS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30", 3 BP318-2. BPI/2, BP1/2-3t OP5/8-2, BP5�8-3, BP3[4, SP3/4-3, BPRTUD3-4 Bearing Plates 24 LSW2(3LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x1O-12, NCA2x12-12. NCA2x8-16, NCA200-16, NCA2x12-1& Bridging 2 IDGBF series hangers Top flange hangers available in widths ranging from 3-618" to 7- r- 4 CNW318, CNWI/2, CNl CNIW314, ClAl CNW3f.4-5/8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW912, RCWB14 Wall Gracing 118" and heights ranging from 9-114�' to 24', CL. cc 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD67, CTUD88, CTLl Coupling Take -Up Device 26 LTI`4. LTP5 Tie Plates 26 RPS113, RPS22. l Repair Plate Strap 3 DGIF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML242, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". cc C= 6 N3� N4, N5, N6 Heavy Hex Nuts 28 MMH8 RoofTie-Dowr 30 SPI, SP2, SP4, SP6. SPI3 Stud Plate T is 4 IDGHF series hangers Top flange hangers available in widths ranging from 1-314�'to 3- U7 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5. RTUD8, RTUD7, RTUD8 Ratcheting Take-U p Device 29 MIvHC Hinged Roof Connector 31 SPH4, SPH6, SPH6 Heavy Stud Plate Tie 5f8" and heights ranging from 9-114" to 24". 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26-2, MMLU213, MMLU28-2. MMLU21U. MMLU1211, MMLUW, MMLU1311 Face -Mount Hangers 32 SSI.5, SS2.5. SS3. SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available inwidths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RHC. RBCP Roof Boundary Clips 33 ST9, ST1 2, ST1 8. ST22, ST292, ST2122, ST2115. ST2215, ST5215, ST8224, ST6236 Straight Straps 7/6" and heights ranging from 11" to 32-1f7'. 10 URS3 3f8" Uplift Rod Run Tieclown System 32 RST-3 RoofTie-Down 34 TB20, TB27, TB30. TB3S, TB42, TB48, TB54, TB66. TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- Q) 0 11 URS4 1f2" Uplift Rod Run Tleriown System 33 RTC22Z, RTC42, RTC2Z; RT044 Rigid Tie Connectors 35 TWB10. TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 Ul 5M" Uplift Rod Run Tiedown System 34 STC,STCT,DTC,HTC4 Truss Clips 36 VGT,VGTR,VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangars available in widths ranging from 3-114" to 6-718" cc la URSO 314" Uplift Rod Run Tledown System 35 TJC37,TJC57 Truss Jack Clips 37 W131013; WB106C, WB126, W8126C, WB143C Well Bracing and heights ranging from S-112" to 28"- CD 35 Z2,Z4.Z44 Panel Stiffen or Clips 8 GLTV series hangers Top ferige hangers available in wdths ranging from 3-1/4" to 7- cn FL#10441-R6 FL#10531-R5 9 HS series hanger. 118" and heights ranging from 11 " to 32 Top flange hangers available in welths ranging from 1 -9116" to 7- = E FL#10447-R5 112" and heights ranging from 8" to 30", Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Descrintlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7f8" 1 DTT2 Hold-down Seq* Product Model, Number or Name Product Description I CEIH2.37x5.5, CBH2.S7x7,63, CSH2.370.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDCIO122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 IDU, DHU, DHUTF series hangers Face -mount (DU, DHU) and topi-flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDSS, DSC5P-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9MS" to 3-9M6" and heights 718" and heights ranging from 7-ItZ' to 32". 4 HDU2, HOU4. HDU5: HOU8, HDU11, HDU14 Hold-down 3 G9C Gable Brace Connector ranging from 9-118" to 23-15116". 12 HGLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7- 5 HPA28, HPA35 Slrap-style purlin anchor 4 HCPI.81, HCP2, HCP4 Hip C-orner Plate 3 HGU3.63-SIDS. HOU5.25-SOS. HGU5,50-SDS, HGU5.62-SDS, FIGU7.00-SIDS, Fl lcace�mount hangers 10' and heights ranging from 14" to 33", 6 LSTHD8. LSTHDBRJ Strap-slyle hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRC-5.25f3-25. HHRC5,3713.12, Heavy Hip to Ridge Connectors SIDS, HGU9OO-SDS 13 HIT series hangers Top flange hangers available in Widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8"to 7- 918" and heights ranging from 18" to 26". 8 MPA132, MPA144 Strap-slys purlin anchor 6 HRC1�81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-511V'to, 12-718" 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18. PA23, PA28. PA35. PA51, PA68 Strap -style purlin anchor 7 URU26, LRU28. LRU210 LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 O0SDS. HHGU7.25-SDS, Face-mourt hangers 3-9118" and heights ranging from 5-518" to 13-1/8". 10 PAI18. PA123. PA128, PA135 Strap -style burlin anchor 8 LSU213, LSSU28. LSSLJ210 Light SlopeablefSkewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD1 0, STHDI 01 Strap-styie hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS41 0, HHUS5-5ul 0. Face -mount hangers If2" and heights ranging trom 3-7116 to 15". Concealed flange 12 STHDI 4. STH D1 4RJ Strap -stye hold-down ID TC24, TC26. TC28 Truss Clip H H US7 25fl 0 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA21 8, THA215-2, THA222-2, THA413, THA41 8, TFAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422. THA426. THA422-2, THA426-2 119" to 5-1f8" and heights ranging from 4-3/4" to 15-3M!'� 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/1 6"to 7- 12 THA11.81/22, THAl2.O6f22, THAl2.1122, THA1222, THA1322, THA13522: THA1422 Adjustable Truss Hanger Sized for I -Joist; Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels: only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2. HTU210-2 Face -mount hangers 112" and heights ranging from 5-318" to 52". 15 THJM2-4-SDS3, 7HJM2-5-SDS3, THJU26, THJLJ26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange haingers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19-114". Concealed flange 518" and heights ranging from 9-It8" to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JI3 series hangers Top flange hangers available in width of 1 -9M 6" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3f8" to 7-1J4". 10 HUCQI.8119-SDS, HUC01.81111-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JDA series hangers Top flange hangers available in width of 1-911 6"and heights SIDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25YO-Sl HLIC05.25111-SDS, HUCQ610- ranging from 9-3/1 S` to 13-118" SIDS, HUCQ612-SDS EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 C=Z;For direct links to all S$T approvals listed below, CLICK FIF-RE C= For direct links to ell SST approvals listed below CLICK HERE C= For direct finks to ell SST approvals listed belao, CLICK HERE Fix direct links to all SST approvals listed lbelwv, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marni-I)ade County Notice of Acceptance (NOA),,Q�, For additional information regarding Florida's Statewide Product Approval System and Viern-Daide County NctiQe of Acceptance �NOA), Q�� For additional information regarding Florida's Statewide Product Approval System and Marn-Dade County Notice of Acreptance (INCA), QLQJLtJfU� For additional information regarding Florida's Statewide Product Approval System and Marni-Oade County Notice ofAccepLance (INCA), x�� 21 LB series hangers Top flange hangers available in width of 1 -9116" and heights FL#11468-R5 15 SILBV1.56. SILBVI.81, SILEY2.06. SILOV2.37, 51LBV2.56, S&BV2.68, S/LSV3A2, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-af&' to 15-118", SIUBV3.56, SILBV3.62- SILBV4.06 S&IBV4 12, S/LBV4.28, SILBV4.75. SA-BV5.60 6 Strong -Bolt 2 (STB2, STB2-4$S, STI32-6SS) Strorl 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Seg X Product Model, Num bar or Name Product Description 19 SiLTT2G, S/L)TT2Z, SIH-1714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from Q-31 8" In 13-1f&'� 1 HHUS210-3. HHUS210-A Joist Hanger 20 S/MST60, SIMS772 Straps 118 mil (10 ga) 7 Titan HD (THD-H, 7HD-HMG, 7HD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titen HID Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LEC36, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS(3� HRS8, HR512 Step Ties 21 SP4,51`6 Stu d Plate Ties available Wth hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-V2` a HU00210-2-SIDS, HU00210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, 7SIP Stu d Plate 7 es, stainless steel. or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2. THGB3, THGEH2, THGBH3. THQBH4 Joist Hanger 23 STC, IDTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2"� 5 THG02-SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SD&3 Joist Hanger 24 TDID22 Truss Brace Diagonal 8 Titen HD Prod Coupler (THD37634RC, TI-1050934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1 -9116" to 5- 6 THGVV3-3, THGW?-4, THOW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THL)637158RH. THD37212RH, Titan HD Threaded Rod Hangerfcrwncrete 118" and heights ranging from 9-1;4" to 24" THD50234RH, THDIO212RH) 26 PF, PFB, PFDB, PFIDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All "A) Wedge -All Anchor for masonry ranging from 3-3/8"to7-118" FL#11473-R6 FL#43904-RS (D 27 RR Ridge rafter con rec to r 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Seq # Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product DescdaUa FL#16230R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Doubie Embedded Truss Anchor I CCQM3.62-SDSHDG, CCQM4-62-SDSHDG, CCQM5,50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82-SDSG. CCTOMS-50-SOSG, CCCOM3.62-SDSG. CCCQM4.62-SDSG, §W Product Model. Num bar or Name Product DescaeWa 3 H16, H16S, H16-2, H16-2S Hurricane Tie CCC:QM6,50_SDSG I AT-XP AT-XP High -Strength Acrylic Adhes�ve for concrete or masonry FL#10$60-R5 4 HETA12. HIETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT. ECCLOM4.62G-KT, ECCLOM5-50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL-12, HETAL18, HETAL20 Embedded Truss Anchor ECCLLQML)4.62G-KT. ECCLLOMD5.50G-KT, ECCLRQM1D3.62G-KT, ECCLPOMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Num bar or Name Product Description 6 HGAMID, HMO Masonry retrofit con nectors KT, ECCLRQMD5.5OC3-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry I ABA44. ABA44R, ABA46, ABA46R, ABA86. ABA66R Adjustable Post Base 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46 ABU46R, AB05-5. ABU5-6. ABU65, ABU66. ASU643R. ABU88, Adjustable Port Base 8 LGT2, LGT3-SD$2,5, LGT4-SDS3 GirderTaclown 4 LGUM26-2, LGUM26-3. LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4. LGUMl Masonry Beam Hangers 6 Titain HID (THD-H4SS, THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty ScrewAnchor forconcreto available in 304 ABU88R, ABU1010, ABU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46: LGUM48, LGJM41C or 316 stainless steel with hey head, and 316 stainless steelwith 3 ABW44Z, ABW44RZ. ABW46Z. ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 Adjustable Post Base 10 META12, META16, META13, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.12J9.25, MBHA3.12fll.25, MEHA3.5617.25, MBHA3.5619-25, MBFIA&SWI-25 Marsorl Flange Beam Hangers countersunk head, 4 AC4, AC4R, ACE4, A013, ACOR, ACEO Post Cap 11 MSTAM24, MSTAV130, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3-66/11.88, MBHAS.56114, MBHA3.56i16, MBHA3.58118. MBHA5_5G/7.25, 7 Titan Turbo (TNT) TKen Turbo Screw Anchor for concrete or masonry U) 5 EC4, SC46, BC4R, BC6� BC6R. 3C8. BC52-214. BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSMI6. HTSM20 Twist Strap for Masonry MBHA5-5019.25, MBHA5.50111.25, MBHA5-50/11.88, M9HA5 510114, VISHA5.50fla, 6 CS44, C1545, 01348, CB68, C968 Embedded Column Base MBHA5-50fl 8 7 CBS044-SDS2, CB5046-SDS2. CBSQ66-SDS2, CBS086-SDS2, CBSQ8&SDS2 Embedded Column Base 6 UBHU3.56/9.25, MBHU3,56111 25, MBHU3�56il I L881 MBHU3.56114. MBH L13.50116, Masonry Beam Hangers FL#1037-R3 8 CC, ECC, ECCU SerIes Bolted column caps vvith W1 rangirg from 3-14' to 9-It2" and FL#11496-RS UBHU3.56118, MBHU5,6019.25, MBHU5.50111.25, MBHU5.50;11.88. IMBHU5.50/14, > W2 ranging from 3-5f8" to 7-1J2" MSHU5.50116, MSHL15.50118 §2g.A Product Model, Number or Name Product Description 0 9 CCQ-SDS2�5, ECCO-SOS2.5 Series Scrowad column caps with W1 ranging from 3-1/4" to 9-1,(2'and $act # Product Model, Number or Name Product Description I X34B1 01 6-5K. XI S1016, XI 61 016-4V, XOIS1 016. XQI B1 016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5f8" to 7-1f2" 1 DTT1Z Deck Tension Tie Drill Point > 10 CPT447. CPT66Z, CP`T88Z Concealed Post Tie Base Embedded Post Base 2 HD12, HDI9 Bolted Hall FL#13975-RG 2 XL011 4T122+ XLQI14B1224.2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPS44A, EPB44L EP346, EPBW HD313, HD5B, HD7B. HD9B Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, 47TS-314 Tension Ties Sag # Product Model, Number or Name Product Description 3 XM01 14SI224, XM01 14B1 2�4-21< 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 0 < 13 LCI344, LCB56 Embedded Column Base 6 LTT19, LTT20B, LTT131 Light Tension Ties I SDW22300, SDW22338� SOW22438, SDW22458, SOW22500, SOW22600! SCIW22638, Strorg-Drive SDW ZWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium [Diameter Hex 14 UPC4Z, LPC6Z Light Post Cap SDW22634 4 X01 14S1 224, XQ1 1481224-2,5K. XI 14S1224. XQl 1 2S1224. XQ1 12B1224-2K #12-24 Strong-Onve X Metal Self -Drilling, Tapping Screws with #5 60 15 MPS44Z, MPB86Z, MPB88Z Moment Post Base 2 SDWC15450: SDWCI53OO Strorg-Drive SDWC TRUSS Screw Drill Point 16 PB44. PS44R. PB46t P866, PS66R Embedded Post Base FL#I3628-R5 3 SDWH19300DB, SOWH194001)13, SDWH19600DB. SIDW-1198GODE, SE)WHIP100ODB Stroll SIDWH TIMBER-HEXSorow 5 XU34S1 015. XU34BI 01 6-5K #10-16 Stro ng-Drive XU Meta I Self-D rilling , Tapping Screws with 17 PBS44A, PBS413, PBS66 Embedded Post Base 4 SDWH27400G, SOWH27MOG, SDWH278100G, SC)WH271000G, SDWH27120OG Strong-DTive SDWH TIMEIER-HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Seci# Product Model, Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312. SDWS1 6400 Strong -Drive SDWS FRAMING Screw 19 FC44-1 5. P046-1 6, PC48-1 5. PC64-1 6, PC86-1 6. EPC44-16, EPC46-1 5, EPC48-1 5, Post Cap 1 SB5t5x24, SB7/8x24, SBIx30 SB Anchor Bolts a SDWSI9500, SDWS19712, SDWS224DD,SDWS;225O0.SDWS22512, SDWS2250D� Strong -Drive SOWS TIMBER Screw (Inte nor Grade) EPC84-16, FPC86-18 2 GSTB1 6, SST820, SSTE24t SSTB28, SSTB34. SSTB36. SSTI31 OL, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SIDWS22900, SDVVS221 MO. SDWS221 100. SDWS221200, SOWS221500 FL#35320-RO 20 PC4Z PC4R7, PC3Z, PCBRZ, PCBZ, PC8RZ. EPC4Z, EPC4RZ, EPC3Z, EPC6RZ. EPCSZ, Post Cap SSTB28L 7 SDW=30ODB. SDWS2240008: SDWS2250ODB� SDWS2260OD8, SDWS2280ODS, Strong -Drive SOWS TIMBER Screw (Exterior G rade) EPC8RZ SDWS22100OD8 Seq # Product Model. Number or Name Product Description 21 FcB44-4Z: FPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw I DSSC843-5: DSSCB46, DSSC848, DSHS Bypass Framing Drift StfutConnector 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDWS273009S, SDWS2740OSS, SDWS2750OSS, SDWS276008S. SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCE45.5. FCB47.5. FCB49.5, FCB411.5 Bypass Framing Fil Connector SDWS271 OCOSS, SDWS271 20OSS 3 FPHSD34S1018, FPHSD3481016, FPHSD34B1D15-5K. FPHSD34SI214, 410-16 and #12-14 Strcng-Drive FPHSE) Framing-tc-CFS Self - Sag Product Modal, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34BI214, FPHS034BI214-5K Drilling, Tapping Screws CIO Fl-#10866-R5 1 CMST12, CMST14, CMSTC16, CS14, CS16, CSIS, CS20,CS22 Coiled Straps 11 STN22 Outdoor Accents Hex-Haad Washer 4 LSFC2-25, LSFC4.25, LSFC6�25, SFC2 25, SF04.25, SFC6.25 Steel Framing Con nector 2 FiRS6. HRS8. HRS12, FHA6, FHA9, FHAI2, FHAI8. FHA24. FHA30r MS_n261 MST'361 Siraps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4,25, SSC6,25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectorr Seo # Product Model, Nom bar or Nam Product Description MST148z MSTI60, MSTI72, S/MST27, SIMST37, SIMST48 MSSC4,25KW, MSS06.25KW < 1 F-A, FSA Foundation Anchor 3 HTS16, Hl HTS24, HTS25. HTSSO, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTASO, LSTA313, LST)49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 9 a) 7 80843,5, SOB45 5, SCS47.5, SCB49.5, SCB411 5, MSC845-5; MSC847,5 Bypass Framing Slide -Clip Connector O_ 3 GH46-6, GH46-8, QH4MI GH48-8, GH410-6, GH410-5, GH66-5, GH65-8, GH(38-6, OH05- Girder Hanger 5 LSTA9, LSTA12, LSTAI 5, LSTA15, LSTA21, LSTA24, ST292, ST2122. ST21 15. ST2215 Straps 33 mil (20 go) Sea # Product Model, Number or Name Product Descirldtion 8 SCS82-U97, SC562-5iOT SCS52-51118,5CS82-5/118 Bypass Framing Connector -0 8, G H61 0-6, G H el 0-8 6 LSUEH3.25, SUIBIF3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 1885: AS 1 8S13 18 go Truss Plates 9 SOW3.25, SCW5_5 Head-oi Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLI3,51), GL87A, GL87B, GLB7C, QL87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC1 0.25, MSJC8.25, MSJCI 0.26 Steel Joist Connectors 5 OLBT51 2, GBl_T81 2, GLPT516, G RLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, ILTSIS, LTS20 Light TwistStraps 3 AS-20 20 ga. Truss Plate 11 SSB3 51 a Bypass Framing Slide -Clip Strut Connector 6 HGLUA. HGLBB. HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, STQ, ST1 Z STI 8� ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 g a) 4 ASHP Hinge Plate Connector 12 XLSH34131414, XLSH7881414 #14-14 Strong-Orive XLSH Shouldered Self -Drilling, Tapping 0 ICU 7 HG7-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, STS236 Straps 88 mil 1114 g a) Screws LL1 8 UFPIO-SDS3 Universe I Foundation Plate 11 MTS12, MTSIS, Ml MTS20. MTS30, MTS24C, MTS30C Medium TwistStraps 13 XQIS101 6, XQIB101&4K, X01SI214, XQ1R1214-3,5K, XQ78SI224, X078BI224-SK, #10-16; 412-14: and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.55, S/131.81, S152.06, SIB2.37, S1132.56, SVB2.58, S/B3.12, SIB3.56, SIB3.62, VB4.06, Top Flange Joist Hangers FL#15730-R4 X011 4S1 224: XQ114131224-2.51<; XQI 12S1224, XQI I 2B1224-2K, X3461016-SK, Tapping Scirews SIB4.12, SIB4.28, SIB4.75, S85.50 XI 81016, X181016-41<4 XISI 214, X1P1214-15K < (D 13 SIBA2,12J8, SIBA2.12/1 Q S)BA2.12M 2, SIBA2.12/14, SIBA4.18/8, SIBA4.1 8/1 Top Flange Joist Hangers Seq # Product Model, Number or Name Product Description SIBA4 I af12, SIBA4,18/14 I ET -HP Adhesive Anchor for concrete 14 S/HIA Hurricane Tie 2 GAC, GDP, GDPM-50, GDIPM-75. GDPM-1 00, G DIPS, GW-50, GW-75, QW-100, GTH Gas -actuated fasteners and assemblies 15 S/H D8S, SIHD8B, S/HDIOS. SIH DI OB, S/HD1 SS, SIHD15a Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PIN\?VP-WT POPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S+ DU4, StHDU6, SiFIDUO, 81HDUI I Holdowns PDPAWL-MG, PSVL3,,PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 (3) MIAMf WAIH-DADF COUNTY PGT Industries, Inc. Pr� T Industrie s, Inc U) > 0 0 =3 -0 MD . C�L C TROIDUCrCaNTROL SWIWX PGT Industrie-5. Inc. a) 0 CL 0 L_ 11-ODS s4w26 st4e%. FOG& 202, i NOTICE OF ACCEPT-kNCT EVIDENCE SUBM[TTED NOTICE OF,ACCEPTA_NC E: EVIDENCE SUIBAK FTLD a) cu -0 CL D"_AR,T3MNT OFREGUATORY AND F-CO-NO39C RESOV110ES OLER1 -M MMJL Flonda -1,317 3-:2474 BOARD AND CZVE ADMINISTRATIONDTVISION U NOTICE Of, ACCEPTANCE-EVIDEINCES .11MITTED TRA 0 -P-0 Cl) NOTICIE OF ACCEPT-AINC]E 1. Exidence submitted under preiious TNOA A. DRAWINGS B� TESTS (continued) D. QVIAL-TrY ASST. N, i(l L Mian3i Dade Department of Regulatory and Economic Resmrces,(RER).. =3 Co -cu Cn -0 c) -PG, T indu,"Stries , Inc. 1070 Technelo&y Drive,, L Manufacturees'die drawingsand sections. 5. Test report on 1) Air Infiltration, Ties', per FBC, TAS 202-94, -2 a) 0 = 0 North Venke, FL 34,275 6UbmiVed underNOAX& 11-0107 04) 2) UniforutStatic Air Pressure Test, per FBC-'TAS 202-94 1. MATERL-iL CE RTMCATION, S 0 LL 'SCOPE- ly Drarwing, No- IAM-5570.k, titled"Viqyl Sliding Glass Door NOA (11w% sheets 1 3) Water Resistance Test, per FBC1, TAS 20 2-94 1- Notice of Acceptance No� 15-0,152814- issued taVission Extrusion, Litnited for their — CU 0 ML-NOA isbeingissued under the.applicable tules,and reVo*wgoverningthe use The thnnigh 21 of 2 1. prepared by,man, ufacftu-�nr 'dated 1 QUS11 5., w ithre-vision A dated I 4) Large Missile Impact TeSjLper FBC, TAS M-94 "WhAe Rigid PVC Exterior ExtrusiGns- for Windows and Doore. dated 0&.'13/15. - (n Co 0 > . — -0 E 0 docummtidmzubmitted�hasbee,:nreviewed:andaccepted:byNtiami-DadL-Count_yRER-1"roductC,6,ntr,olgectionto 010M 7, signed and sealed ky A Lym Mller, P E. 5) Cyclic Wind Presstire Loading perTBC, TAS 203 -94 explmg on.0903a; 19. U) W " 5- allc%Tdby the Auffiotily (AHJ). 6) F%ted Effly Test- Pff FBC, TAS 202-94 2, Notice of Acceptance No. 16-0920.08 i&sued to Vision F-mmsionLinifted fbrthm- -'If F= U) 0 CIO ThisNOA shall notbevalid afterthe expir.&ondatestatedbelow. The Mxw-DaJe County F!roduct Con-trolSection. B. TESTS along with madod-up drawingar, and inst:dIation diagram of vinyl sliding glass door prepared 1066 Tan 202 and lighter Shades f-IN-on-White) Rigid PA, C -Exterior Extrusions for U) < (In,Nfiann Dade County) and/or ihe AHJ (in arms other t1aari-Mianu Dade County) res e rve the right to have this 1- -Testneporton I)Unifb=9t;#1c r Air Presswe Test- 'FBC,'E.ALS 2,012-94 per by Fenestration Testing Lab- Inc-, Test F-qW No- FTL 85,49- dated I IJ'06,15�,sigried and NVindows and Dooi-,". dated 11108116, -expiring on, 12,0;02 L product of matefWte--Aedf�orqimhtyaswancepuTckies. if to petfomin the accepted 2) Large 11s sih- Impatt Test , FBC, TAS-201-94 � per sealed by Idalr= Ortega, P. E_ (Ilest report revised on 121,404,11-5 and 02A 1116 3- Notice of Accept ance No - 1-545 28.1-5 imied to' V iSic'11 F-_'�tMlSiorl Lil=ited fOf - thCiff maimet, the manufacturer will incurthe expense of such teesting and thie.AHImay imnediatelyrev ok-e- mo di f�% or 3) Cyclic Wind Pressuiv Loading M,FBC._ TAS 2,03-94 6 Test report on 1) Air Infiltration Test, per FBC, TAS,202-94 "Brown Coated (Painted or Lalminated) NV7hh*.Rigid PVC Exterior Extrusions for 3uspend &e.use of such product or material within. their jurisdictbaa. RER reserves. the right tG revoke this 'Dad along'With-marked-up drawings and installation diagramof viny-1 suding- door, prepared glass n 2) Uniform Static Air Pressure Test, per FBC_ TAS202-94 W�mdows, and Doors-", dated 08213115� expiring on 00,30,(19- accepta,me�,ifiti-sdettrminedky,A&anu- e, CountyProdmtC�oubnolSection&atthhpmductorm*eriaI fails to 111LIeA the requirammu of theapphcabL- building co&_ by -Fenestration Testin jestRrport-N ITL,9717.,ctat;t!dlZV71,1,5,-bigned and gg Lab, Inc. 3) Water Resistance Test,per FBC, TAS 2012-94. -otice ofAccept 4�� N ance NO- 1"71'102 is%ied taENERG1 Fenestration Sohitions USA, n C2 This product is appfoved as describedhe-min andhas been densigned to comply with the Flofids Building Code- Sealed by Idaln�S Ortega, P_ E (TW repoft revised on 02,11 5A 5 and 02Q24i 16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TAN3040 and Lighter Shades (Non -White) Rigid PVC Exterior , mclu&ng &e M& Velocity Hurricane Zolve- 21 Test report on 1).-Air Infiltration TW,,.per-FBC,. TAS 2-02794 5) Cyclic Wind Pressure Loadingper TAS 20-3-94 nC, Extrusions for Viindows and Dears" dated 0911546, expiring on 02404121- 5- Notice 3i .'t D"CCIUMOTN� Series -5,47611- 770" Viny I Sliding. Gla ss Dow� (Riinnlorce.,d) w*-o, 91 W &1352 torner s.- L _M IL 2) Umforni Static Ak Pmmre Test- per FBC, TAS 202-94 along withmarked-up drawtngs and installation diagram of vinyl sliding gb, S 0,0or prepared of AcceptameNo- 16-0712.04 issued tcE.NERGIFenestmti�imSolutiom USA, 0 C 4es A.FpRov.0 iDocUl NLW-N-T- Drauhng No. MD-5.470A Reir R_ -titled "Vinyl Sliding Glass DoorNOA (U�". sheez 3) Water Reszist� Test, perFBCj_4S,202-,P4_. by Fenestratim Testing Lab- Inc-, Test Report NoF Fn 85,52, dated 11210445, signed and Ine- fox their�Byonze and Lighwi, Shades of Cap Coated Rigid PVCExterial- r, �� 2 1 of 2 1, prepared byrnanufactmer; dated I OfOJI 5 and I thro� last revised on 0 MV21, signed and sealed by 4) Large -Nhssik- Impact Teg per MC� TAS 201-94 iAS sealed by Idaln:dsOrttga, P. E,_ (Test� f epoit revised on 02/15,2016) Extimions for Windows, and Doars� dated 0_0,'1546_ expiring on04A&20. 6- Notice Acceptance 10-071103 ENERGI Fenestration Solutions A- Lynn �Nlillerl PE.. bearing theMiann, *,-Dade CountyPtoduct Control Revision stanT-with, the -Notice of 5) Cyclic Wind Prmwc Loading per F5C, 203-P4 LT Z Test repait on 1) Uniform Static Air -Pressure Test- per FBC, TkS 202-94 of No- ismied to USA, 5- W AccEplanc e numb er and expiration d, seby the -_%fia= Dade County I:Iro&c t C antrol, SoectiDn.. ,1_44 6) Forced fntM &20, est, pff FBC_ TA, 2) Large Missile Impact Test per FBC, TAS 201 M s Inc- for tbeir`WXite Rigid PVC.Exteriai- Exti-aimins f or Windows,and Doors" dated cr_ - 3: XhssEuE hm�cT R-Air, qG. Large and Small'Missile ImFact Resistant alQuag with marked -up drawings and inst, aafim diagram of vinyl. sliding glass 40m_ prepared 3) Cyclic Vrmd Presmur Loading per FBC� TAS 20-3-94 Ole/10,117, expYmg on 02,229r18- LimitatiDus-. by Feiiesgration Testing Lab- Inc, Test Report N.o-.FTL 9546- dated 1 IIZ6115�, signed and alon g with marked -up drawing and installatim d iagram of vinyl sliding glass door, prepared 10-06-M,0527. 535753-09. per ASTME 7. Test reports N-o(s). l04X)2-79K2,( 84, I - See table I (sheet :7) and table 2 (sbeet for applicable SGD, unit sizes, de-.ign presswtms, reinforcements, types, sealed by IdalnnS Oftega, P� E" (Test fqyoftL_ye.V_M d on 0 11044 6 and 02111 r220 16) st RePWLNC_, samples A-1 thru. A-22), dated by Fene _f n "3,8 _stration TeSf ing Lab. Inc Tes AST2,41) 1929 and ASTND�635, issued by EXOVA toVisiou Extrusion f -ellulosic bT r cc 0 glass types.. sillriser(see tables B-1 & B-2.sheeft'-78) and awborlayout sheets requixtmems. in 11, t1in 1 6� 3. Test report on, 1) -AkInfiltration Test— Per F13C TA S M-794 I 1119/10, signed and sealed by Jorge A- Canso, P. E_ (Subathmd under 2V0.4 No. 11- composite material I RigidWhite AT, Tan (Non --white) Ripd PVC audBroun coated (ftuned or laminated) white RiSA FTVC to be 2) Unffmn Static Air Pressure Test, per FBC, TAS 202-94 (Subinifted under A10AX6. 11-PI07 04) labeled per referenced NOA's requirements. 3) WaterResistance Test- per FBC,, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FRC. TAS 202-504 9- Ncitice ofAcceptaiiceNo. 14-0916.11 Lqsw,,d to Kuraray Amen-ca.. Inc. for their 3- Egiiess opefabledoorsmust ccmplywith min clear uidthof he�ghtperFBC requirement as applicable- 4) Laige Iftsik- Impact Test per FBC� -94 TAS 201 2.) Unifbf, m Static Air Pressure 'Test. per, FBC , TAS 202 -94 "SentryGlast (Clear and, Whitt-) ruterlayee, txpiring on 07/04/1 S. 4. Pocketwalls. under separateapprovat. to be reviewedbyBuildiAgafficial. 5) Cyclic Wind PRsme Loading per F3C. TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-1-94- 1 9. Notice, ofAcceptance No. 1&1117.01 issued to Kurmy Amerwa, Inc for their L ABY-imiG :'Ea ci unitsha n bear -a permanent labe I wfth the maw& cturee s n a me o r lo go- c ity. state an d series and 6) F�rred atr est, per FBC, TAS 20',)94 y T 4) Large Nasile Impact Test perFBC, TAS 201-94 "rrasifolt 11n2clear, Clear and ColorP,v?B Interlayerf', expiring on 07MA9. followingstatement'Mmu-Dade County FrodwtOowrol ApprovvCnoted herem- along wit marlwd-up draw mgs and installation. diagram of sliding glass door, prepared Cyclic Ulind Pressure Loading per FB C. TAS 2 03 -94 RnNEWAL of this NO.Ashollbercumdered afterarenewal. applicatim has been filed and theiv hw-beemnG L by Fenestration, Testing Lab, Ine.-Test ReportL No- YTL &154,77, dated 11110,415 signed andL -6), Forced Eritry-Test, perFBC TAS 202- 94 L STATEXIENTS change in 1he applic.*1 e building code, ceptively aBecting the p�nfbm=eoftlus product, sealed b Idalmis Ortega, P. E. -(Test.reportrev-zed on 0211,5116) y along with marked -up drawings and installationdiagrain, of vinyl sMing glass door, prepared I - Statement lett-ef of conforniance with Fl3C--5*Ed1den (2014) and F"BC-6thEdition TURMV�ATION of this, NZOAwill oc cur a f kr the expira tion date D r if these has been a f eddonox change in tile 4� TeStL repoiton )Air Infiltration Test, per F715C.. TAJS 202-44 I byFenestntian Testing Lab, Inc- Test Report No;_1FTL 6337 (samples A-1 thruA-35), dated 2701-7), issued by inaaufactuier, dated OWIV17, signed & sealed by Lynn'&filler. P1_ materiah., use. and"of manulbeture 0 f th e ptoduct or p r oce-sa . INEsusuee o f t1ais NOA as an emdo tsiement 0 f any p rodr; ct, 2) Uniform Static Air Pms=e Testz per FBC�_ TAS 2,02-94 ID0611 0, s*ted and sealed by, Jorge, A- C-auso, P. E. (Slibm bled n it, der N 0-4 Xa. 11 - 2, Statement -letterof nofinaricial in-tetest, dated .64-11917. iss� by manufktuier, signed, fm, Sales, a&rertimg automatic ally terminate this NOA. Failurelo, complywith any ,or any otherpurpose& sha 3)WaterResistauce1estMFBCj_A 202-94 Se2led,b�y Lyim -Mef� zection of this NOA sh-all be-cam-e-for termination- and rem-'ral of -MA, 4) Imp MhWe'Impd Test perFK� TAS 201-94 3- Letter -of lab compliance, part of the above test reports. -AMTERTESENJEENT. The NOAnuabet precedki by the words Nliami-Dade Cmuty. Florida, and follm-ed by the 5) Cyr -he Wind Pressure Loadingper FBC, TAS 203-94 C. CALCULATIONS 4. RER- Test. Proposal No. 17-0397, dated-05/05117, signedby. Ishaq C—banda.P.E_ --bedispla in advertimg &erature. Ifany poition ofthe NOAis displayed, th en it A all be e piration date tm�� 6) Foiced Entry Test.. perFBC, TAS 202-94 -rerificati -sis� complying -with FBC-27014� 1 - Anchor ton. calculations and stmetwal analy done in it5 entirety� alotlg with maiked-up drawings and installation diagram of vinyl. slidirig glass door prepared "I I 5and last mised on 01115116- signed piepared by PGT, dated 12Mr and sealed by G. OTEIER IN'W� Cn 0N_- � A -copy, ofthis� entire NOJA ahaU, be provided to & e user by -the marm&ctuier or its dis1afttors and by Fenestration Testing L2b_ Test Report No. FTLW50, dated 1104,115, signed and AnfhorryL.MiUerP,E. (Snbinh%rdn?jderN0AJX0. 15-1210.0). 1- iNot�ceofAccqAmce.No.15-1210;,G�l,is=dtoPGTI u sjortheir Series hd strie shallbeav"Rble for inspecfica at thejobsite at fherequLnt Of the Building Of ficial. sealed by Idalmis Ortega, P_ E_ (Test report revvped on 01,0+16 and 02/11/16). 2, Glazinj complies withASTNIE-1300-09- 5570j,17770" VinylSliding Glass Door (Reinforced) - L.'_,UJL", ex piring, on 04,(1+21- T'his NOA revises-&r-me-mr NOA*'-N-04219.0; and con� of thispage I and evidencepages E-1., E-2�E-3_, E4� t J�, E-5 &E-6 as well as approml document mentiori-ed abn*,. The 5ribmitted docunmalation,.vas rmiewed by Ishaq IL C'ha naak P.E, 111124 L clianda, P'� Chaikda, PZ. Product Control I'mi Superiisor Product Controt'r7aft Superriser Product Cono-al Unit Snpemiiler No. i14205.p NO�kNZ'q. 2141955�03 _N,0�k - N�ro 1 -0 laso 3 NOAN76.21 20F.A3 Expirafionl)3tei kprilI4,2016 April 14,2016, 1113W. Ifarifil'S. EXO , rationDatp,�, �April 14,2026 V9,2021, Expiration Dint .44),AJ4,.z#!6 rovalD%t*j'X&rA Aqprovall)atez Nlarch 2.9,10.21 P;kg* I E -2 PGTIndusftieijik. CGI I-Vindows and Doors, Inc. PGTIndustries, Inc. NOTICE OF A C CEPTANCE: E"V"IDENNIC E SU B XMTED NOTICE OF.XCCEPTANNICE: f- N`IDE INCE SUB 3iM TLD NOTICE Or ACCEPTA`_N`CT.- EVIDENCESUBMITED 2, Exidence Submitted under preiUus submittal f. NLATERMAL CTRTIF ICATIONS (continue) 3. -New Evitle nce Sub mitted 1. Quanex: Part SuDer SDacer SLa �dard complyiiigg with ASTM C5181hermal Conductivity A. DKkIRTINGS 0-881 B-f U`-in,,'hr.-ft---F, ASLM F 1249 WVTRPass�, ASTM D30-85 Oxygen -Pass, ASLM E A. D R-AW LN GS rawmg 1. D ' No. AID-5-5770.0 RerB, titled "Vinyl -Sliding GlassD�oarNOA (LIVD.7. sheets 21901.G-Durabihtv-No'fog-Pass.(,'9ttbiiikteflitvderpreiiozis.,N'0.42Vo.li-040.9.05� L Drawing No. AID-5570.0 Rey B, titled "Vinyl Sliding Glass Door NOA (IMF- slretsl I through 21 of 21 ' prepared by nmaufactun�r_ dated I 0,A055il 5 and last f e,,ised on through 2 1 of 2 17 prepared by mauufacti=. d ai ed � I QQ5,i 15 and last � revised on 010112 1 0+QLM-0, signed and sealed by A- Lynn Mff, P.E. 6, Quanex Pail Durase , complying with ASTM C55,18 Tbermal Conducthity 2 BTU-:m,1 _212 signed and sealed by A - Ly im Miller; RE hr_ft'*F, AS`111: F 1249 WNTIR-Pass- AS'IM D 1434 Argon Penneatice-Pas& ASTM L F Note, This revision consists replacement of same existing nistallation sarw with flat head- B. TESTS 21,N- I.G-, Dumbility-'No Fog,, AKM E 546 Dew Point Developu=t -1-0-F in 49 brs- L Test repoTts on- 1) Air Infiltration Test, per FBC , TAS 202-94 (Swbin ifird nu der VO-4. IV& 15-0-169. 05), 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 2202-94 4 17 1 Vision Extmwns�_ Ltd- Parts cornplying with PVC AAKA 303 -13, Voluntary'Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigd P&yvmyl Chlonde (PVC) Exterior huffles for Vi-m Extwsion&�, Ltd,-VEX-1 by 1. None_ mfl, Large Nlissile Impact Test per FBC, T-AS 201-94 .41AMA Fenestratim Exterior- Profile C-ettification. Program (Submined under N'0.4JV& 15- 5) Cythc Wind Pressuse Loadingper FBC, TAS2103-94 04 k9. 0 5) C% CALCULATIONS E along writh marked -up ftwings and installation diagram of all PGT ludustw. Inc. 8- Vision Extusions- Ltd. Parts compt* with PV C�AAK4L 303 -13- .1-1 None_ representative units listed below and tested to quaffy Dowsff 791 and Dowsil 983 silicanes, fSubiniffed under 11V0.4.V0. 15-0469. 0) D� -QUALITY, ASSURANCE prepared by Fenestration Testing Laboratory Inc., Test Rqxnts No - 9- PNFC-AAMA 303-13.. Voluntary Specification. for Rxpd Po4r� myl CIloride TVQ Exterm FTL-7897, PGT PW 5520 PVC Fbwd'Windovur (imit 6 in proposal), dated 0910144 -FTL-20-2107.1, Profiles for Vision, Extrusions., Ltd_VE)M by LAAA Fenestration Exterior Proffle I. Nfianfi-Dade Department of Regulatory and Econcanic, Rewwres (RER)- C/) PGT SGD780 Ahwiimim Sliding Glass Door (unit 7 in proposal) FIL-20- cef tir, cat ion Progra U, 2107.2, PGT CA-740 AknL Outswing Casement Window (unif 8 in proposal) FTL-20- 10. Notice of Acceptance No- 18-1117.14 issued to Energi Fenestration Soluti USA- Inc. for E, 1LALTERIALCERTIFICATIONS 2107.3, PGTPW7,6�6A AlunintunFixedWindow (unit 9 inproposal),and Y TL-20L2,167A_ their -Tan 3041) & light shade (non -white) White Rigid PVC ExteriorIxtrusions for L N otice, of Acceptainer �No � 19 -0 So -5. 02 issued t a Kuraray America, In c. f or their > PGT PW7620A Aluminimn Fb:ed Window (unit 10 in proposal) dated 07/130- a signed NN"indows and Doon". expiring on 022,0V21. "TrasifoW 1_71traclear, Ckar, and Color PN7B Glass Interlayets", expiring on, OTM24- 0 and sealed by Idalmis Ortega, P�E_ IL Notice. -of Acceptance No- 18-01222.021 issued to Epergi Fenestratim Solution, U, Sk Inc�� for 2- N oticoe, of Accept ance -No. 17-0 808.0 2 issued to 1� um, -a y A me*a, in C., for tliir their se ItIs "Ulite Rigid PVC` atejior Extrusions for Windows and Doors�. exp U-Bi,19 on 'Sentr-yGlairl (Clear and'"Thiti) Glass lnterlaFer�" entpiting ca 07104,Q1 CL CL C. CALCULATIONS L -,mfication FBC 'f 02j'29YO211, 3- Notict of Acceptance No. 18-1106.10 issued to Vision Extaisictis,Limit ed for their "Bitwit, < Anchor calctilations. and structml analysis. comptying with Ce Fene 12. Notice of Acceptan t o- 1"1203.103 ismed to Et�ergi stration, SolutiM USA, Inc. fcT Coated (Painted or Laminated) INThiteRigid PVCExUrior Extrusions forY-kTindows Edition (202q, dated "'221,20, prepared by maimfacftur-r_'si� led by ped, mid sea mated -us their "Bronze & hot shade cap �c AAlite, Rigid PVC Exterior Exti . ions f4y -s" and Doot . expiring on 09/30J24, -1-0 0 AnthanyLynaNMer- P.E_ Windows and Dow-57, expiring an 04/16,25- 4.. Notice of AccqAanm No, 1&1106.11 issued to Vision Extrusions'Limited fbf their whes =3 G12ZiflA complies �%ith AST-MEHOM4,49,, -12"and -1.6. "VE 1000 Tan 202 and lighter shades (Nzn-Whke) Rigid Cellular P17C Exterior A QU, ALM7 A SSUKALN, C E IF. STATEINIENTS Extrusions for51ndows, and Doors, ex piring on l20_Qj2, 1. 0 Miami -Dade Department of Regulatory andEconomic Resources (RER). 1. Statement letter of conformance to FBC 7ffi Edition (2020), dated 04�229120, issued by CL gued and sealed by Anthany-Lynn Millff, P_E_ manufacftner., d F, 51TiA:TE2XMN`TS E� MATERIAL CERIMCATIONS 1 Statenient letter of no financial mtffeq and of independent.. issued by mainifacturer, dated Statement _letter of conf ormMr, L to� y 711 Edition dated 02MV21, issuect by, 1. Notice of Acceptance No. 1"2105.02 issued to Kurm-ay Aminica.L Inc. for their 04/190-0. siLmed and _s&akdby Authoy Lynn M, illff, P.E� manufacturer. signed and,sealed -by -AnthmyLymmiller, P.E_ "TrosifoW Ultractear, Clear, and Color P`X7B Glass Iuterlayers�' expffmg OR 1 Private Labelke Agreement document betweeii PGT. dated 03.30A5 and si gned by, all rem PGT Industries, Inc. and CGI 2- Pnmte Labeling Agreement dated 0,09J21 bem 07/081224- involved parties� Windows and Dows Inc_ signed by Deait M Ruat, PE., VP. Engin�l on behalf of M 2. Notice cvf Acceptance No. 17-0808.02 issued to Kuraray Ainerica, Inc. fortheir "S#ntrvGhsT, -07.104P-3. bothcompanies. < (C tear andW"hite) Glass Interfayers". txp&iug on 'OfL G. OTHERS CL 3- Notice Acceptance -No. 18-110&10 issued to'Vision Extrusions Limited for their . "Brown IRlite 1., This NO.AreNises N'0.4L# 17�0420.06,(,P�TTwC�GI)aud4pdatestoFBC2 (),'2, 7 G. OTHERS Coated (Painted or Laminated) Rigid PVC Exterior Extrusions e-viring 0+!V2,,l_ 1, M�s N,,()A rex-ises & renews N _aA#:,!0A4,29 .05 (?LAwXG1), e.Viring 04,11+126. for liVindows and Doors"- , expirum on 09130i24.. 2 RE R Test pro posals #19 415 -4 d ated 0 1 IMM approved by I shaq I . Chanda- P-E.,, expif ing 2. 1he current associated PLA CGI file #21-0205�01_ ex piring 04,441226- 4� Notice of Acceplance No. 1.8-1106.11 issued to Vision Extrnsiom Linuted for their 04/1421- series "A7E 1000, Tan 202 and lighter shades (Non-I-XIthe) Rigid Cellitlar, PVC Uj :2 Exterior Extrusions for IRludows and Doors." , expiring on 12,129�2 L 15 4 < _1 Wm4 L Ckunda. PX, lsha�q L'Chauda� Py- Z Iska q 1, Chauda, P.E , Product Control Unit, supen�m'r ProductControl Unit SuperrLsar Z Prodati Control Utit Super Tlwr !c<m No. NNOA Nio� < O-Ak No.. :: 1 -0 -1 0 1; 10 3 Expiration Dart- kptij 14,2,0116 Etpiumlien Daie-, April l4t,20�'m EXpiratiauNta. AprA14,2026 Approval Da te. -M2rv.h 25. M.1 Ipp roral R2;ry XLArth 25� ZVI __j p oral Daw Alarch 2.9, 2,011 -6 E -4 SHEET NO. March 6, 2023 1.4 J.PA 3 -4-4 Q) C/) —00 _0 > 0 MIAM11-MIAMI-DADE COUNTY CL 0 0 man PRODUCT CONTROL SECTION Cast -Crete US&LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CL L_ -10 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1'(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U) CK3 -C13 (D NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Q) -0 0 -0 = 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 Seffner, Florida 33584 L Drawing No. FD4612, filled "Precasland Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4W, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of .0 M prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT461Z titled 1, prepared by Craig Parrino, P.E., dated March 24� 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461Z tiiled "Cost -Crete 4 ", 6 & 12 0 C/) CU C) -0 > SCOPE: "Cast -Crete 4", 6"& 12"LintelSafe LoadTables", sheets I through 3 of3, preparedby LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables" sheets- I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E (D (D L_ 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24. 2003, Iasi revision #1 datedApril 28, 2003 both through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114. U) A. -A U) M 0- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision datedWarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on ce,� -.0- = -#--a U) CD - < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012, B. TESTS i-4 . — (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS 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 by Applied Research Laboratories, Report, No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P. E. I . Mo n e. Calculationsfior Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14-236, 0.1 C2 C1. C2- C:) . V"i CIQ C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. cc accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. nz modify, or suspend the use of such product or material within their jurisdiction. RER reservesthe right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, preparedly Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. K, signed and sealed by Craig Parrino. P. E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulato?y Affiairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS CU This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. CC co Zone of the Florida Building Code. 1. None. DESCRIPTION. (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels, 1). MATERIAL CERTIFICATION: F. OTHER Cc APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual.for Casi-Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftont Casi-Crete USA, Ina, dated 0811912014, signed and sealed by Craig C2- z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Saf�Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MissrLE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details",, sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miarni-Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled L Noiie. B. TESTS County logo. "Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, lost revision date Marc 11,2 B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. L None. TEPd%IINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1, None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product� for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER,). mi any section of this NOA shall be cause for termination and removal of NOA. 1. Mone. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERUSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUAL11-Y ASSURANCE L By Miami -Dade County Department ofRegidatory and EconomicResources (RER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, ByVtarni-Dade County Building Code Compliance 0 be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2. E-3, E4 and dy it E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ilmy'A. Makar, P.E., M.S. _,_� /�/flelmy A Makar, P.E., M.S. C41eirny A. Makar, P.E., M.S. NOA No. 20-0630.15 &_� �/. Pro, uct Control Section Supervisor A o. . 5 Profict Control Section Supervisor NOA No. 20-063 .15 Product Control Section Supervisor NOA No. 20-0630.15 COUNTYR Expiration Date: 09111/2023 Expiration Date: 09/1.1/20.23 Expiration Date-, 09111/2023 Expiration Date: 09111/2023 Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date.* 08/20/2020 Approval Date: 08/20/2020 Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 40 1. ATone. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 1 Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 061111-20, signed & sealed by Craigg Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of > CL 1, prepared by Craig Parrino I P. E., dated March 24, 2003 and Drawing No. LT461Z titled "Cast -Crete 4", 6" 12 " Lintel Safe Load Tables", sheets 1 0 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019- B. TESTS 0 1. Alone. C. CALCULATIONS I None, . U) D. QUALITY ASSURANCE M M 1. By Miami -Dade County Department ofReg7dalory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversionfor a name change. 0 LU < C*elmy A. Makar, P.E., M.S. 6/- Helmy A, Makar, P.E., M.S.- Product Control Section Supervisor Product Control Section Supervisor M NCIA 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 E-4 E-5 SHEET NO. March 6, 2023 I PA 15 _3 1— F I I - I T_T__ i F_T_—. i— I I L i /. - X UATI[ON 2 / TILI ECO jimc��_, TILLIT TESTING A ENGINEERING COMAANY 2.2. TES REPORTS: I— - ��FA_T,TFR TT7LLrr, Large missile impact and fatigue load tests were performed under Protocols TAS JR., P�E, ti1tCW@aQLC0M YLP, LKN*.�147 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads ,L C,1 L� NI, DW�19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1 8/1 996, PRODUCT 9MALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P_E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P,E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and seated by Edniunclo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT $11.11fil-CATEGORY: Storm Panels 2.3.-STRUCTURALENGIN ERIN III ATLM- , , On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL wind load. as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordancewith MANUFACTURER: 91QbW_enAW&QARr_qdM&15 "L section 161 6 of the Florida Building Code. Calculations prepared byTilteco, Inc,, 4600 S.W, 51 Street dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P_ E. Davie, Florida33314 1. PURPOSE OF ]EVALLWAOTION; 3. MISSILE IMPACT RESISTANCE: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. ($ystem Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and 4.-WND LOADS P.ESISTANCE: ProUsslonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicated on sheets 8,10, 14,115� been verified for compliance In accordance with the 2020 Seventh Edition of the 16,% 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No. Florida Building Code, and to verify that the product Is for the purpose intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, at least equivalent to that required by the Code. 14,15,17, 18, 19. 20 25 and 26 of26, of Product Evaluation Document �P.E.D.), drawing No. 20-176. This Product Evaluation Report shall be subject to review and revision in case of a 60ding Code change that may affect its limitations and conditions 5, INSTALLATION: Installation shall be performed strictly in accordance With details indicated on 2. EVIDENCE SUBMITTED; sheets 3 thru 7, 1 0 thru 20, 23. 24 and 25 of 26, of Product Evaluation Document 2,11. PR0I2VCT EVALUA—TION DOCUMENT_(P.E.D,1 (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Til lit, Jr., P. E.; dated 07/28/2020. This draw! ng is an integ ral pa rt o 'Up 1 s IN$,,,o ,%kilillifliplu", Evaluation Report, "LloP %1� ,11��_ ,,, Jk A, t/� I � ,, 'l,0 N TQ/�Xo& xN";"�� ; , ., ... �, ,,, ,,,, , " , �, , "�,O, ��, .......... / 0� X --- _- --'�-�.�-`,�GEN,,*`,�O, � - . , � , �� "., � _;X _____�, , ,�, � - ,/ I , �1.1 . - -, _47K.%%�� . -, \,\Pi E N Si - :P W-,_ � I ___1 Z� l7-, - .. ;S , �- �__ - , - ' 1� - 11 -='7f��- No, 44167 _', 1 Z , � — I- Z - -�T ------ __��- 0167 " - ___ I - - - 'a ___ _w , _�� , , , -:e','� �� * ! � - ,; i S " �, �3) , t -*= ----.-- 15 . = ,e 11 * � I ! * . = _:;�/_ - '�� - ____ -Z, � n'� - . -_ I 1 -.0 1� 111C J. I I ,0I I . 117 � _� -1 :rl- .." .�4 " 0�, op. ___Z / -o:t S7ATE OF �,`,� S . � . . " .,., R� I -� DN.- . T 11 .. . X _ - rl* I " - . . ., � ." ." � 6355 NX 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530 - .. . 6 � , 'o,t, foil 11ILWO hiNqN11', ,� I 11 9ENE8&_NQM- 8 3� IN CASE THAT PRECAST S104E. OR PRECAST CONCRETE 1%14ELS� SAJCDC M WOOD BOARDS BE FOUND ON Tilk I O" MR EXISTRIC WALL, ANCHORS SHALL] BE LONG CNOUQH TO RLACI' THE ALAN STIROCTURE BEHIND SUCH PANELS, I STORM PANEL SHOM4 IT" THM PRODUCT EVALUATION 00CUMEW (FIV,D) -S ISTUDI V[PtNED FOR LIGIMPLIANCE N ANCKRACt SHALL RE A5 MENTIONED IN 13, I) AND IN 6 2) ACCORDANCE WIl t�F 2020 (7th tOtTION) OF THE FLORIDA BVLOING CODE f,I Wl�_B=__�MRL MLQM_f,Mny__;_�._B:1_MqL, DESIGN "NO ED*$ SHALL BE DEIER444NO AS PER SECTION I 62.0 OF THE ABOVE MFNTCNEQ CODE, - 1/4-0 TAPCON ANCHORS. AS MANUFACTURED BY I A W SUIUDEX, INC FOR A WIND SPEW AS REQUIRED BY THE jURISDIC710N WHERE THESE SHUTTERS WAl LIE NV.ALLED AND - #14-10 PAFEUAATE FEMALE 10 AND PANEWATE RLU5 ANCHORS, AS MM10ACYTIRED Elf FICO WNSTRUCIION PRODUCTS FOR A ORECTIONALM FACTOR Ild-OA5- USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM CA S D ) - 1/4-0 LAC SCREWS PER H D�S DESIGN PRESSURE BATIKS INDICATED ON SHEETS I rHRU I2. 14� 15, 16, 19 & 20. - ?/IE'# Y 5/B' W0QO BUSHING, A-5 DiSTROUTED BY ALI, POINT SCRER BOLT & SPECIAI_r� 10 IN ORDER TO VEMET TIRE ABOVE CONOMON. L,LTIoAAFE DESIGN WIND LOADS DETFROINED PER ASCE 7-10 C 1) MINIMUM TFUICADED PENETRATION ITIM WOOD CIE TARCON ANCHORS SHALL RE 1 1/7- AND 2- FOR FLOO, PANUVATE PLUS SHALL BE, fVF5T RVTY,,ED TO A.S.D. DEVON WIND LOADS BY MULTIPLYING, THEM SY Of IN ORDER TO AND PAN51UALE VEMALE in. COMPARE �IESE W/ KAX (�S Do IDESTOR PRESSURE RATINGS NOICATEG ON SHEETS 7 7HRW 1�� I4� 15, IS, 19 A, 20 IN CRIDER TO VER" `URAT AW"ORE� ON THIS P CO AS TESTED WME NOT OVER STRESSED. A 1.% INCREASE IN & LOWASS C * MINIMUM TFIREAM P-NE'TRAPON OF LAO SCREW, INTO NE WOOD FRAME UNP. SHALL BE � 1/2- SO (�'READEO PENETRATION IWO "UCCO SHAL. BE CONSIDERED AS PART OF 74E PFIDUORED THREADED PENCTRAtION STRESS FOR WIND LOAM WAS tM USED IN THEIR ANALYSIS. FASTENERS SPACINI TO WOOD RAS BEEN DETERMINED IN ACCORDANCE Rini NrL5, 20,IS. C 3) MINIMUM EWE DISTANCE OF LKG SCREWS, INTO WOOD SHALL FX AS INOl IN TFIL DRAWING STORM PANEL . S ADEOULACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE Wl SECTION t626 OF THE ABOVE MENTIONED CODE AS PER HUFORRANE ENGINEERING & TESTING INC REPORTS M-569, 96-570 & 96-T-30 AND � 4) MIERMUM PENIETRAMON OF WOOD BUSHING SHALL BE 5/8' 1/4' X SCREWS USED SHAL BE � I/2* LONG MPI'MUW FENES�FRALDON TFSTM LAO NC, REPORTS 12032 & #2126 . AS PROTOCOLS TAS-ZLIT, TASS-2-02 AND TAS-203 SE0,11-0 STUCCO EXIST AND I" MINIMUM FOR WALLS WITH NO STUILCO, AS WEIL AS AMEWLAN TEST LAV Or SOUTH FLORIDA REPORT #0219.07 -fig, AS PER LAS 201, TAS 20'� AND TA5 703 STANDARDS, --!5) IN CAST: TIHAT PRECAST 5TONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE E�D�T�G WALL, ANCHORS SHALL RE LONG ENOUGH TO REACH THE UAW STRUC-4JR17 BEHIND SUCH PANELS 2 ALL AI_UWNUM EYTROSIONS "I BE 6063-T6 ALLOT AND TEMPER (UNLESS OTHIRATEE NOTED) SEE SHEr. Z ANCHORAGE SHALL BE AS MENTIONED IN C I �, C 2) & '_ 4) 5 ALL ALUMINUM SW_VT METAL USED AT CLOSURES '.;HALL HAVE 3105-14 ALLTJ�� (0) ANCNORS- SHALL RE INSTALLED FOLLOWING ALL Of L4E RECOMMIFFIGOTIONS AND SPECiTiCATIONS OF THE ANCHORS MANUFACTURER " ALL STEEL SHEET METAL PANELS SNALL HAVE STRUCTURAL QUALITY STEEL ASIV A-SS� GRADE 50 MINIMUM. G-W GALVANIZED STEEL DESIGNATION W,'fY- 58 S IPt, (AFTER RCA LED) 6 PPNV,5 MAY ALSO OE IN57ALM HORQON1AL!_Y FOLLOWINr WiALLATION, DETAILS SHOWN ON SECPON 3 RHRC'JGH To (SHEET-, 4 t"WOM 61 D(CEPT, THAT HEADERS M & 0) SHALL NOT BE USED 5 All SCREWS TO BE STAINLESS STEEL )04 OR 3-16 AIS SERIES OP. CORRO54ON RESISTANT COATED CARBON STEEL AS PER DIN 5001-5 W/ 50 kW YIELD "-ENGTI4 AND 90 ks, TENSILE STRENGTH & SHALL COMPLY W/ F1.ORTDA BUILDING CDC'[ 4 IT SHALL BE THE RESPONSISIOTY OF THE CONTRACTOR 10 VERIFY NE SOUNPNESS Of THE STRUMURE WHERE SHUTTER IS TO BE SECTION 2�11,11. ATTACHED TO NSVRE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ArLACHED TO CONCRETE. BLOCK OR WOOD FRAME &KC!NG, �. BOLTS TO BE ASTU A-30 CALvANIZED STEEL. OR NSI 304 SERIES SIAIRLESS STEEL, WITH �6 I,,,� MINRIVAI YIELD S7REEKLI. 10. EACN REGULAR 57ORM PANE, WITH LENITHIS OVER V-8 THROUGH 12' 4% A$ PER SECTIONS 6, a. 9 & TO AKE: ALTERNADW5, aw, 7 ANE, rRS I'D WALL SHALL BE AS FOELGWI 9W A, IOW ON SHEETS b, 6 A 12 RESPECTIVELY, SKAU HNAL A �EVSLE AND READILY VISIBLE MARKING INSTRV,`ToNG OWNER OR . TENANT TO SECURE PANELS WON APPUCABL-r REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) �Q,_.U,IUJ%_P9)ff.1L1 _,OW�RUE 11 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK A,A. SHUTTER COMPONENT -EDGES WqCH FtErAkN IN CONTINUOUS (*NTA�I WITH - 1/4�6 TAPCON ANCHORTL AS MANUFACTURED 01 I TY, Sl)iLDEX� WT IMT, Pc�19? R,j,) THE OURDIAG M PREVENT WKID/FLAIN INTRUSION. - 1/4' 0 1 7/t" CALA-IN ANCHORS. AS MANUFACTURED BY DDAALT NC, (MIN, I'JGOU o.,.I.) - I V ' WID-SET ANWONS, AS DISTRIBUTED BY ALL POINT OC%U`W, gOLT & SPECIALTY CO /4 . � ,, 4 12 STORM PANEL MSTALLATIP14 SHAU COMPLY WITH SPECS, INDKATCO IN THIS DRAWING Pill$ ANY BUILDING AND ZONING REGULATIONS iMl� ,.-ZOOD R�_I) PRQVJOED U, THE JURLSOrTION WJERE PERMIT IS APPUED TO - #44-10, PANEWATE FEMALE 0 & PANELMATE PLUS ANCHORS, AS MANtUFACTURED By ELCO fOlFsTRUCTiLIN PRODUCTS " (a,, Tift PROWCt EVALUATION DOCUMENT (P F D,) PF?EPARED BY THIS ENGTFEfR IS GIRRE IC ANTI 06t5 NO', Pr2WUE INFORNOTION julN , -3,150 P I,") _P"E FOR A SITE -"CWW PPOjE,,7, , , WHERE THE SHE CONDITIONS DEVtA!r FROM THt- D - 114-0 Cr TAP-ORAP ANCHORS AS MANUFACTURED BY 7ft-TAST CORPORATION ff'-5600 pL.0 A 1) MINIMUM EMSEDATH OF TAPCON ANCHORS iNTO POURED CONCRETE SHALL BE I a/*': 2' FOR RANEIVATE QMAUF 40 CONTFLACTOR TO RE RESPONSIBLE FOR THE SELECTION, PURCHASE AND iNSTIALLATlON INCLUDING LIFE 9AFM OF THIS PRODUCT I BASED ON TFIIS PED. PROVIDED HE15HE COILS NOT DrAor FROM THE Cct�arriohs DETAILED ON I`- ENT 0 AND RMEMALTE PILUS AND I 1/4' FOR CF TAP-GfflP ANCHORS , � DOCUM CONTIR, OCTX�N SAFETY XT SITE IS IVE CONTRACTORS RESPONSIBILITY A. 2) Cd,WK-114 & %1.D_SfI ANCHORS SHALL HE EMBEDDED 7/8' INTO -'HE POURED CONCRETE NO EMBEOMENI INTO [0 IFIFS PP0VQV EVALLIAFKDN DOCUMENT WILL 13E QONSIVERCD iNVAUD IF MOCITLED. SYUCCO SHALL P BE - PERMITTED I I" � 20 SOBEWS USED SKALL BE 1 1/2' LONC MINIMUM SlIOULD STUCCO EXIST� '40 " MINIMUM Fop WALLS W,T1 NO STUCCO. AND WAY BE 4EADED SCREWS OR All THREADED SCREWS W/O IFFAJ (d) SITE SP_'FTC PRIXTECIS �ALL BE PREPARED BY A FLOWUA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME " BUT WITH WRIC NUTS ENGINEER OF RECORD (LOR.) 'OR THE PRWECT AND WHO VALE BE RESPONSIBLE FOR THE PROPER USE OF THE PEO� ENGINEER OF RECORD. ACTTINC� AS A LICLEGATO THOtNEER TO THE A 5! IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE FOUND 0. - P1 0 ENIINESA, $HAI L SUBMIT TO THIS LATTER THE SITE. SPECIM OR�WFNGS 10P REVIEW EXISCK WALL OR F-LOOR. 44C.�ORS SHALL BE LONG ENOUGH TO FU04 THE MAIN STRUCTURE SE14IND WCH PANELS ANCHORAGE SHALL BE If MENT*NED IN A 1) MD .14 A,2) W THIS AFL, SFWL SW THE WE AND ORIGINAL ',TX AND SPGNATURE OF INE PROFESSIONAL ENGINEER OF REIM THAT PREPARED IT (0) 1A_LVMftk_2aHL;W:E_k.OQit �&L-WLI;9V ' 4 TA-44 ANCAOR5 AS MANUT'ActURED HT t I W SUILOEX, INC 14 SPUTTER "NUFACTURER'S LABEL SHALL BE LOCATED ON A RWILV VISIBLE LQCATLDN AT STORM :�4 CAL._ F. L CORTANCE WIT14 SV-r*N 1709.9.3 Of FLOM BUILDING C - ONE I - 14 . � 7/gl' ' PAW. SHUTTER IN ACE, DA WE APSE. ' N ANCHORS. *� MANU CTURED BY or (M`" _WA'T INC fc 1500 "') SFALL BE PLACED FOR EVERY OPILRINV. LABELING 10 SECTION 10 11 THE M&PLI WTIH 1, 9 - � 21 OF - j/4-0 X 3/4- WJD- SET ANCHORS. AS DISTRIBUTED By ALL POINT SGREW� BOLT & SPECIALTY CO 1IORIOA WLENK COUTE (MIN ('_ I" P lj, - TENS DRAWING SKALL ONLY BE USED TO 1 LIT-0 PARELVATE FEMALE ITT AND VANELMATt PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (MIN V-2071 v . I ) "t1*004AINUN, OBTAIN PERMITS IN THE STATE OF a±fOA_j I % _ A� 11 1/4' & tFTAP-ORTI ANC,K)PS. AS MANUFACTURED By 7RLL-FAST CORPORNUON T14� , .- ... 11 �% �, IR '. - . �, ,� , - , '/" 5 1) ANNVV VIANCONEW W TAPCON MCHOR5, ELCQ PANEL"TES AND OF TAP-GITIP AKHIQR� IWO 1HE C . �c FUDAIDA BUILDING CODE (High Val=fty H., I.Crrtloo 2arle), . ' ' � " - 'F�� &_OCf ONE[ SV� BE 1 I,14' $ , �. V , - *_ - '; Z . �_ .=o `A`L0% � 20 CAGE rALVANIZED STEEL STORM PANEL ty . �_ NO. `� = I 4 167 -OlU B.Z) CALX-N & SOUG-SU ANCHORS IIIA,u BE EMBED= 7/8' INTO THE CONZRETE LLDCI� UNIT No Etas IT __ ____ Ir-C. _ , _ '/4' 0- 20 SCREW1 USED SHALL �2� _ ! S INTO STUIICD�SVIL Be PERMITTED BE I 11 LON, MINIMUM S.Oula - CCS7, AND I WWWOUM FOR WAU:S Wird '40, STUCCO = -0 . _-2� �e_!�_' / 11 GLOBAL PROTECTION PRODUCTS, LLC. "/-`R"` �Tr 11L1EC0,iNc-\ .. � _ _ - STA 0 _ ______� / � -:I) .. r — , r i)r MI-E. 5, ,rFRFVo . - _ _ _k '%"' -,-:I- 4— - __ . INIFIRECRINto CO.'MA, -L I �",-(V.) '<,�`.. ,A�JOR e , .7 i OIL . " . ..... 20-176 it, ��_ . - - . _ffoil - U� .�,_.- "Dw to,,)_,�, - _ , I-- —1.1 __ _, - - CAN I." .ALNLR A P-0 - P L I a�_ 1 -oo,"t, X5 I Najn',�ie- I I I . — - , -, - . -__,_,_, - I - - Or's I I — IN2ALLATION DETAILS FOR RE91ULAR PANELS t 1) & A I INTO EXI�iLIN�j POURED CONCRETE 08 99K I C8 E BLOCK STRUCTURE� CONCTIETI, 01CMDAS V On ScHwuIz ON COWFIETE ANDNIMS SN;.XTs a T_WG,,, 9) C� SCREMIDE - - I - CoNcAm Aw,,latts _TFn 8 TPROuGN Il" \ - - - E.O - , -I'm AAClARF _,_ � 1_. - �� 1 (4 EXISTING POURED __ 11 " ,-, (SIX sc-DOIAE O. - 1 � 4 n (SIDE ScIlOATUE ON .; , ,,% , D CONCRETE RZOIJINTS13. I �:� shlEm a _"Ln;Fi lo, , ExwwG POURED - 1--pi SNEE75 . FHKOLCH � I I � .�� I CONCRETE REQUIRED. I- 1 I _)i, 1 .; ,:�,,- Nj, __ ,:,011'SZj"" - -- '� -1 � , 1_�,_%-_l `�:� "I 1/z-, 71 , ;'E, Fit \ - �_11� _�_, I "Ai. .I..- _el 3 - - , N " �rl tZ� . ; � - - -_-,�:� - . " , � �_ , � � _J 1/4 �� ", � � ,C:::n� '!j� of - . .1 , - , P i I Qw- - i"V32u"- I -�� I ; 1�'i 1/4 "I ,I 14,T� ; I - --451. ., .)�. _____F _ . I'� ,- , I, " MFP. " - , 11 , �, �r,111 I ---.-- - _ i L , h ,J �1 . I I I ----I __ - __ - , , LK D Et, ��,� i I : � I C 1�- I - - ig) .Z � * 1iL_ a , ! I Flo, ,-� i E,D- _� I � CONCRETE REWRE6, _,�Z` � I I � � , 2 - VO - . .0004to I � z__�, i - : I 1 '.3 �. D'Sn"' POURED - � _N'. - I 11 , ,�� , 't", � , � i I I '� I I "I �, I , -1 I ".,-- , , j_�� 'I w-'p.r I _1 � i � I is , � 9 ` �L%� - �,;�L 4 =11-11., � m� � i ;,� STUB . F, �� ww $u . 6 1 _.1 ON i I; I/r oc : 1 ,7 o1r ox . 046. 1 __c (J) 6 "W .NWTOO. 1 ��=-, I I � it i S&KIEDPLE 7 i 1. , - i2o"l- I - - I � __ I I I I -. %= 'I MA" (Di I =51'lwl -i " R I FtlF - -5ItPAWRO - I " __ 19 I 9 A i =Ilo _! 10 I � To � i . RF V145 I !_ ; i I I , � , - , -1 - i 21- ! � t9 I I I -- � T, - .W Q,Mo_ �2 =1-11 I I P, i ; , -1 ""'"" 1� ,_ - ! I � I I . 1 �,, i I i - ; 1 5 i I r. ; , i i 9 ; - : i - (j) 1 ,--, I �i I k � � i ; I& , � i t, k i ; : C1 I i I . - - 77777 7 t licw., i � 11 I - ,I I ;�e�' I 777— ,,, 1 i i I, DAn"'15TUO. I , tzol.-Vml - ; 'r I �,, I L.%�� g � , � I � I -, __ . , ". : 1, I 1�- 1 - I- - � " I . ; i ,; 7�-a. 1 ip �_ � 4 - I "", STUD , __ I , I ,a- j i g ExIsrNG POURED , I � " I 41 ED , I EXISTING POURED ED .% - - I I �� C - hZL 1 ,2 ,/2- .. --o. � 1 4- 1 1 I, I - I ORCRM OR __ �. 1 1 CONCRETE CA : - - ; " " - '_ EXISTING POURED J 1� w6v-1; 4 I I I CONCREETE OR �- I CONCRETE BLOCK , : �`R`04 . C REQUIRED I I -_ - - - I CONCRETE BLOCX RoNCAFTE � I - . - " __ IL7 -�` I -, I G "v .t " , t� - �- EQQoRED BUDCA - �, .. - I __ ��%'- TN, IE RED. ., �11 1 ,/2- - - 1- 17 . ,:� � ,, - :: - - 4" � I T - - � `7 -4 - C t4 �� fiiBt : I , 1 , ," I ,, , _,.,�� , " , - - I �i I ��4 , I 1, , , T � I 91. ��!, r-Z I 4 , I . "I I - I __ L RIG POLATED - , I.. - .1 i 11 _ , � �� or , , � Z , � ___,,__,,_ _ _ I EXIST � �� NCRETT I - 'I"- - __ Go � .-- " - -Y"-. - - I - REQUIRED 3/ " I. . W_ , � ILL I ,�, �.Mww.) 11, � 'J,�' I YWO ,�� zy.-wu _, , , ------1D .. I coNORETE � . Al I O(INCREW ANCHORS _, ',�,- I Zalla , I i .- _ - -, �`,�' � I= (SIDE scliEw" ON I I= SCF`V)Z12TN ISLE 5GUEOLkE w_ I -, , IrMcavo,To W/ 7W 4 �,_ . T . !U`L$ . V ot ISEE SO ok SH= a IHoRKx;H v) -��- BlEEr, . T.RvooH 5) SHEm 4 rRMBAOm O) SN III; a � 9) � WAhMOUNIING Wilcilmilim LURNATE RUIL0 OUT MOUNTING All Sta-, SCALE 3/8- '. SCALE 5/8-i* WBV " -- ' . - - --- -"" --',-------- - ___ � I le EA - EDGE DISOAINM i = MOlEMILE i . ED _�_ OR SIRTI, A - 0,1 I I 5HEIE FS a & 9) I'.,*- i I To JAw, I 6 - , i i I I I - awl. NOT1 FQR_QQMWMQH_2L7_0M. 1 441 : �12 ""' . 9 I 'W .t �, TOP & BOTTOM MOURIFFMCS CAN BE i 8;;� A a- I a "'lott"0141"I C ONISINED IN ANY WAY TO SUIT ANY ,%1`Atfk A. �1,q '. INSTALLATION , "', I I ! __._119� I - I 0" O� ...... zx% � , __-.1`4�11 .. : -�.. 1_� 14� .., . . I " - � ,,�.::_ �', �� , ,4(l , � �� " � ,JC ENS, `- I -11 �1 , . _�� , .� ,_ �A EXkSTING POURED �rl a : �s .-* � FLORIDA BUILDING CODE (High Wocity Hurricone Zone) CONCRETE �3/,t -1 "" z . A I 11 . , � - "T., l,c REQUIRED. - - 1-1 - ------ 1.0 � . , -2 * - J- q4767 _- � 20 GAGE GALVANIZED STEEL STORM PANEL I - , W.IETIE'r'1011 x , * : E a.low N LEGN \,� , :*= . SNmm To THROW. 9) " i"', FE - ,- �: --- � I 07/M1202D I ORIn - IL ECOm., GLOBAL PROTECTION PRODUCTS, U.C. �� 1-11 .. � -_, N 46II0 SM, 51 STREET �___n__ ._. - YIUJ DAVR�� FL. IM 4 __%__�2.�1'1'1 NAL — . V & .-.-..o comPAsy RKKWL toolloog_""� SCALE 3/0-1, - I- -, . - FAX. L..)W-679�1 1 211;II;7.1 � I - ORA - A� I low. AN- .W_ "I"' 1.1 ImEAL,1 Ol-ow'DrI. , --I - I - 11 - .1, C _k I . . - __ M l'T'.WX# 44167 - _ __ __ 'r I - _; owl OFN - -,-.------ I E1&QMKTYAA)LVA,T10N RU!QW1 NO. 20-Mg.01 3 6. MATERIAL 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. 0.), drawing No.20-176. Anchor Specifications shall be as indicated on sheets 1, 7 and 21 of 262 of Product Evaluation Document (P,E,D,). drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS OF U 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 I 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tiltisco, Inc, and signed and sealed by WalterA, Tillit, Jr, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined onsection 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frarral structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No, 44167), President of Tilteco, Inc. (Florida CA-OON719). y,%%Il5I0VNo1I,, "' AL T144 'Nx. AtWl - /?, % 01, , , 5P �P,. , �k; ...... . ,,� - ,,,'� �,. - ",,\I, E Iq se - - ... . -, , . - ;F .- . I __ - � :t I - ` I , ,z, - , o.44167 . - _ r,� __t __ - � -"* ,*� ::�-,---�,- Z-*�,!--__._:_ . = - , I __ ,�,�%I;Ca�ng, -,Ir�'-. ,ZTATO nF .."02- S 5K�� VVAT)L_ D:� TILTE-CO AnII RECORDS � P. E. REFORT-20 � GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANW DRWG#2O-175`I RE?ORT#20-0728.01 /"T-1— — "111� L FECO li,40- TILLIT TESTING A ENGINEERING COMPANY NVACTERA. TILLIT, M, P.F, tilteco@aol.com PRODUCT EVALUATION REPORT TT.Fr ti-INl, 44LW , -A. U-100 �-306?1 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 Shutters PRODUCT SUB-CATEGOITY: Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prote tlpnRmAu_dg,= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waiter A� Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, 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 SUBMITTED: , 2.1. PR )DUCT EVALUATION DOCUMENT IP.E.D.).- Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', � sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07t2712020. This drawing is an inte$ , ktr,�olf,jp I. . Evaluation Report. y,,\�;t ........ lzzj�?6 .,. *. ", 1�., � . ,� �0 . _\_vNs�,-,�� s� , - I . , _________-_-2� ', , , _��A ;, . - - � 167 1 :�'Ii�-It*7 * : * , � , " 1 -C'. STATE OF ,�'Q� %, --P'- '& "9 ,�DrRtD�'. "'5Z' ' , " � ,4:�_�, , . �1�g �, 6.355 MW 16th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-N4�� b-Oh' . )4-1531 I GULAR &_ LIFE SAFETY STORM PANEL$ (SCALE 1/2�i-) -- - - -- -- - - -- - -- -- 15,19- (TOTAL WIDTH) - � . � - I . - - I—_ 111--, I .- _ ---- ---,-- - - 15 196- (TOTAL WIDTH) - - - -- , - - , ____ - - - - - - _.___ - -12-500* "CTIVE WIDTH) - -- -- , - 1 _ . � � � __ __ , ._ , �45 1/4" - -- - -, - -----, : � : �-- -- -----6,250- - -- ---- 4 r � I � .- .1 3pa" - r-t.3,W - f'SEG. _ I �Mo' I . ' ,r ",SW' I " , I I I ,�FLI � I � --1,3W , 0,03e. MN. THICK ,- 1,350, --� ,:�,)� , �, - i I I , � 11 --I 'I-- I 'a. I -ED - - T /� , - . , 4 �� , /7_5�� AST# A-1653 " �& ,�#� i 1`1�1 , , I I .- ' _�,"M � - I I GRADE So MR11 H M�, - , , F f, - //.-:-�'---�-- " y _f 14WERED, ' ,V, " , ,,,,, � � G-60 *' 1 -6 I I V I � A"N 2.657' GkL,,W,, STEEL \ oaf � I I I MY FM , - I � "", \ _\ I - 2.OGO 2�-'- Z� , TYP N ASTI A-fil " L, �26f-�,�A ,, NEMM i;� N . � - �� , , T � \ "OAMEI) ORW �e MINIMUM � / OCTAIL AT I - WDML ;L I - - EDG G-60 DAILY \ ,-tiET'ALLEDGE Y I \1 A? fio�. L J A I a, A ,� . 40iff ��111_ [ I --- � . I - . � I ---- � � - ---I - ----------- � - - - _,"-, ,- , �z./�_,_ __ _ I , �_____( J _I.zIk4 z, � I 11 -1 � _ - ---&25W--------____.,_ -t-3-W, (1) ram-Ra" (J� END STCRM PANEL 2.187' -- F-, lo- "-I ''. , , � �, . , t -250 i ,/,--------- - ----] - 2�-,87- __ _1 ',� -, PARE1 �; ENO �p " �, I 1 125, '-20. %4-._ZO. _ - 1100' &S- 1 - _. - 7,. _ 1/4 . 125, . 1 11250* 3T SERIES _�_� -, . . .110 �.'ij�. , 50 W/ NEIMMED EDGE -- �", � -too- R. 01 - _ , I 1�, I - 11 1� � S STUO mvrrED S.S1 W.-Tun -, - 1>11 '__ - , LLi ______1 f I TO ANGLE 0 , r -, - I i -1 I � I E tI � IT" 71!ED`G, :2 "17, GO I --- /,� �-, - - jjX7 - ±0.08- --- IWT� . 11 1 '093, L , I _.- , ,< - - 1� A/`� ___ ��, . I MI.. ,/ , , ,z� I - -,-, 3,375' . , . - 000 -_ " , I ,- .0.93" ,M3, i 2,1 5�� - �"-'-' 9, .039, SEE W 2. 1 . _` ___�� ,,, ST a 7 ms I _� -t-_ , L5, �011�: ii �trzl Li.j 1 .i.-C:_:,�_. I , 250 � �,- 1 21 I� -44, 'G, 1 k ! � I -I DETAIL I 1 -41 - . t2b� ; Iq "EM11111-- - - A CA 375 F - , P, " ,!t I : I I I 11"i I / � -=I--- I __ - - -1 - -I �500' - SOO`__ - I 1. - 1 V M.11 , L, I! - __ I � - I I - _34�� / ,,- . 3v --2�0w -- I - 2, - UNDER CORNER 0 ENDS OF PANEL'S nelt ENO LIP W/ HEMMED EDGE, 02 *h" HEADE /--N Wjv�� (�) ANQU (j� ANGLE WITH STUD @ ANOLE-WTH (N.T S) U, � RIVITAU--mg i I- -1 __4 VAJoES � - � I SEE OCT. 374' f__J I/i4 & 2/1. - � lo_�O' _;,I= USE: I�L4^ '086, , 750' -- M, - 1,390' igo,_.�___ 191" , 111. . I T - -,A I I L. -IT 125', ef-20, X. smo I'll- I , t _ ' - - - - - j' - ' - - ; _t � I I F I F7 - f - . f - - 11 S _TG410- - __V STUD RNM To 'll I - 1 �.-jl IF _"B' 6' � "",_� 1-4 ot 1 07-1.-- 375 I � I I r - 8--, ) ,.67 __' �1 I - - , , :7 12 1/2 fl , � 16' - I - I �,�i_ __ - - _ _ � I I-_ _1__L&_ -390' � I � �67, - I , , I _Sw � I " - -I- 1 063' f-_-I� _. ROLE Poll I 0 15' S/,ol \, "�A' 7 D. - _�051____ ) , 112 - I I _trklo LOCATION .1 t - I I L__I__ � 7 I , � - , 1 I 1 . I EVERY PANEL Q~ ( ) - .. ,030, I I 11 - _1 - . 666�. f - NAI6 =' 11,� _____ �, 1 7ODT I (�) KEY H= WASHER �_ , !!�_� __ 2.000- --,7YR) 1 1 /,;� '17 . TRACK ANQLE (R AZAL=_18A.QK M FLAT PLATED --� - �V -OSS: 1�." ! 0 036* (ENII ) _. B f lo ... AUE1IEJ!ot,V %IH-3m e GALVANIZED STIEEL_�__ SA "I 1�4-1_ % ---)---- - -) Ons lo,� Tlj�;N I : � 4 I M, " l.B,N, _/ I 0161"' � -" **-' i." - , , §_`��oii�� - �� 1 4 --I � __ /,*�.� %. N ta,m � SIR ? 8 " � �3715*0 ... ... 1 TS.-I - 3' I �' " 44167 '. A L , 1� _�_ 6 ", .3 ; No, - . I '*i FLORIDA BUILDING CODE (High VeRocity Hu "Oone Zono) ___ - J I '_ -4 - ______ = *- * �, r * - - __ 1 , 6 %,� _]�% STA Of - . 44- ;:F PMO ,-Lit=, W_ I . 0631 � I- '.11 -MID 1C.Nar LNUI mn:. � :_- 20 GAGE GALVANIZED STEEL STORM PANEL IR I _____ 7?§ 1 _ -.18715 .' DN" rl� "Z09"."" '� * �;" i I I* KLY HOLE . '4091� .-'o - -, - 1-1 - I ___ 2lOOO'_ __ ��, i , 4 �,* * c �', S, W/"/*M . , !__ __�_' , 11LIECO 114 C, � GLOBAL P olloo sW gy+.Jl- AT PANE *A`� 'a- _��_ ROTECTION PRODUCTS, LLC. 0�"Ml '"hotif I _ 51 solow AlTERKATIAI.Y. USE G WA WICUT 77 -,,�,-,,��2-" -- � -14 TALFT Yct,,,ma . onNO,flCoLl'" Z= 20-176 Ill. (.. Wool- - - - - - )W-15.5, FAX� (W5lU8"-aV7 ALUMINUM ANG MoNaUTOC , - pol,.��_QWQIP. Z' , =/ L � I oft. -to . I,= - 7/11%3/32 - _NXW7)% I- SITIO. OR NONE. PLATED SITE,)- P-E SWIVCHAT-111,11OATE n e!nt i - i n- - .. XTIET, 2 . M - '09 I - - . . .- - 1 4 l I - I I . I'll, INEALLATION DETAILS FOR REGULAR RANIELS11, & IQA ENLQDM DEWLS M INSTALLMONiN POURED QDNCRErF_ INT!2 EXISING POURED CO @L-QCK STR�CPQ_RM 92M 11= 9H -WTD I W, M'.. 4 , , VAUD FOR ELM& Uff MMY AND E_-Z W-M aMN ER&AMM , � . =n K=C, IAF-GW CONCRETE ANCHORS , 11 . i ISEE SCREOULE ON , I a-Ir.111A. - - - TEE scmmu ON Slim a & 2) SHEETS a THROUGH , I ,� 11 -, - 1k I � go �. - , , � I. lr_.�11_ . _t _ , � , f � I", !-.I,- .... I I ' �- � _�7 1 1 - `�� ---7- - I /21 i a-&,, � 1- ; (olf, I " - I I � ! .1 - --- i -1 ) -6 .,,k I I _jt�' =jIl==_ - M% _ _ I , ,�-_ �._l - . ,, � VXITFRK� . i "I __T - I 11 ,� I :1, - - =OONAW " cu"CRETEN"A"U". i 11�1 ; ED �1� C 43" -I ! I .*-. M_ __ _,M1 /T__r1_)_* `,, 1 1 UM, ==�� - REQUWTV I I . I - ,,4) 1 - ,�, i k I � . / A- �-, : I " I I , ,,, ! ,J - 7-L � E�D� :1� � -_� �� ` -1 . �� ", 1 7\ / A �. - _ L-M.'T - / I �1. I I L� I - , - I I Z � . -/If + � I , i - , , _ , . � _ - - , '. - , : o - r- I I l jr 4- I I I Ei Exwg I . I ::J , _ .,� .CB, I - - -1 I ,fr .1 - - - ,�� . 1--ml ;�L�� : - (1) A CONCRETE BLOCK - - - � . - ",.,\ 11 __ rio, l�, " - - I � � : 6 REQUIRED, I ,_ S , � I I - (X�w -- - - -4-1� - _J ,Q_- - I 11 QAEA�l i I i I 1 ., ... 1 � - � �,�� -- I ,;�,r ! ,� 6 " - I , _*FMRl : ; C 04) I ;I--,' - � '-" ", , ` % 1 1 =----� i � _7 ,ir , 0 1 .o.m. or I 'A" , , , ' :� " "' CMW.,� , VI`XW A - I i = I l " I, - -1 - FOR - - - , I ,,, I," - U" ' , . " � - 'P * I N. I I I - lRAlSOALL I * ' - I=, I - -1 'PAN I i I E_ ON IINECT - , =1,V'-'! I 11" - ;� 1 i _' A - I - wz I,* P, .�. � I �MORINAUF - 1 -t W PlUT 6 : 1. - I `1_ �V.w I (1) - C, ) 7 Fo,"ItwooAtIoR � .03"a - I - ! ti�l � I I ,:_ -.--- � , G I- I AD I I., - I I , .i,,z >-�,-�, 7:.t -, I i 4;12/111; i 6 =_RA . __/� __ , I` -, 'm " -I,--- " ,t . . --- , , -F , ,e7+ 7 I I . I E� TIVI) . 1 2 , - � - -"r,", , . --,, . 12 1/2- QC i f, q,(%,/-1. I I., � � , _. , " - -�! I , � I I . " �7'7,, I *? I/ , - I .1 � . _� It `O_ - I � . � I + I .1 ��, ". I - I - """'O' -,' - I - =9 ,_ ... _2 EXISTING POURED E I), , - CONCRETE OR � ,� i I � +. �� 9_1 . : CASE (ELAN) . ; . Q , ' coNCREBE BLOCK I I -XW E-D I I � �� REQUIRED . �-,� I I E . INO POURED � � - scAL-- 3/16ml- "&i�7") 'j I lc�, , I Cco= OR BIL"'C' � ".., � I _______ - ,:. I--! I REQUIRED i �,-_, 1/2. - J. �� = - � - . ___ � . _L_ I , . _ - - - _.. I I;, - I -i�r ,� "'� , - I t6005� , 4_�: .." � � , � ,_:,/._ rg _,� 9 $= I, ' =_"IIDR11PDA='M1t ;�,�, - " fz"= f " . I I r.42"R PLUS OR OF TAP-ORIP CONCRETE ANCHORS; "." ','-� ,--,'�,t�,� - ��,,, .,",,,�"',`�, .i, ,---" F�C�4) ��-�` ` GED: scHISBULE 0. ," - - � � - - - 1- -- t5m SORI M O� � - TrIm-mll sPECTS A YNROLIII ) "; _ _ _ __ , _.. S"OETS a & IF) IN! � 4 1 0�559.1§91*5�§ i I 1, I 9.9.1 ,�,, Kalou _ PlAD. ON" \ ,',-�� / - ", r_01, .0 SCALE 3/8-1. scALE 3/8-1� - � . Y`,��'' "_�� - OPENNO '"1140 -. *= =- . I - =E OF EXIEFRO : I ME, FMKA PO W -,-* MNG * NEW I' WIDE . VARIES . 116 - , ci) PA 0 1 ;-- ,% �, . THICK Awl' , TUBE OR t, . -, Q%ypos) I -1- I tXIsTINc STUCCO/ P T wow PLATE SPACER I I I ,� I- - 'WOOD BAND X I . (D , � If T & 9A i -\--/- " " * NEW I' WIDE , VARIES , 1/8* " , 1 NOTE FOR ! , J - AUJAL TUBE OR I' . VARIES ,� I 1 , �, i I .'- �Pli WOOD PLATE SPACER � - i TOP & BOTTOM MOUNTINGS CAN 13E - I BEHIND T /I--, I - . � - COMCREFE ANCIKXI� -, ., , I COMBINED 01 ANY WAY TO SUIT ANY C4��l �, .,� , ,j � (SEE sm,mm ON -1 ,,�- pl-q INSTALLATION. I'll, t � I " 1 I-- SHEETS 8 RoeoUct, 9) I-CK C.'It I- J !I/'- "i� C�"-�� L .. - -�D 1 L�_l " �� ExIn"D - , E .. -_ F i .�.._.. ?1,'o_-- *- -LORIDA BUILDING CODE (H gh villoRtly Hur ICIFTO zorls) ,Fp�-- 4"- - W � � Is A, . - -..m � - - - - - - CO"m TO . - .* I . MY, CONCRETE BLOCK 36rw-- I 4r . , 1� .=tco �Two, M ,��=) 1 4,`2 OR&IM - Fl. 3 Mo. REQUIRED "I TIM13CS HiNorr. Z 20 GAGE GALVANIZED STEEL STORM PANEL = . . - DFAWN BY x� SECTION X-X 2 . . = I � (7-- Lot4,"" = . * r_�E__i_�'�:�_, / � GLOBAL PROTECTION PRODUCTS, LLC. ,,,. SCALE 3/41.,- = , - - � -TE—e \ WO &WE ol St"Ev S OR- ' , - ' ` / T1 L olfllc� QUAIL EOR SPACEEM RUWI8KQ_AtJZ_M - . nQ � , DAVIE FL. 3"'. �, RID'i".-I I TpUff TESTING, A, rNAKRIEft" COMPANY , (Rollew-n�. TAX, O**)XF"4M -176 119 Tro TMKS ADJACEff �� - - � - V.P., R .I. PNIWL 20 ,, ,_Z, � . , ,,�;Ao, -, F - M , ,,, �IIF,, - (4,orm- ORTIM, - - QRAAKNFO ,I.. 0,_Owto"o ,`VA#T'F4rI ,4W.AGNATFWE/TMTr 14.4,�, METER , . �� -!e=j -- �., - I PRODUCTEVAIX'AT11ON REPORT NO, 20-0727.02 2 2.2, TEST REPOM Large missile Impact load tests were performed under SSTO 12-99 standard as, per section 1609.1.2,of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814-01-01 dated 03/11102 witnessed by William R. Mehner, P.E., Borlz 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 Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida Building Code. Test Report pirepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November23, 2010, signed and sealed by Julio E� Gonzalez, RE, Tensile test report No. 9CM-19$ by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by FrankGrate, P.El as per ASTM E:-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-11 31 8, dated December 1, 2010 signed and sealed by Jorry Jaciofano, P.E, as per ASTM E-B. 2.3. INEERING CALCUI ATIQ11,1110, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchorspacing 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 Tliteco, Inc., dated 1211 611 0 and 08127113 (for this revision), signed and sealed by Walter A.Tillit, Jr., RE, 3. MISNLE IMPACT RESISTANICE, Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 � 4. WIND LOADS. ESISTANCE' 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, 1 1, 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 thrij 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. MQDUCT'9VALUA11QAAr�P0ATNO_ 2111,0727�01 3 5. INSTALLAUTION-, Installation shall be performed strictly in accordance with details indicated on sheets 3 throu 8,12 thru 18 of 18, of Product Evaluation Document (F.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3,6,13,14,15, 16 and 18 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20-175. t-MATIERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with. General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. T., LIMITATIONS- AND C0NDrrIQNS OF USE: 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E_ 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E, (Florida License No. 441167), President of Tllteco, Inc. i[Florida CA-0006719). ,N 1�1 - , I - - - 1-1/' - 41 !V1 I" 1. V, - ,,,- ��.. -' ��\ E N,9,,'- .. I , � .'� � , 11 -�..---;e_�'-�T * _- - -, 41-67 '. 7,",�- -9,4i&�, - : WATILL " - D'ITILTECOADMON RECORDS � P E.REPORT.2OkGLgLA.LP�"'Olan"'�*' Awigs, GALVANIZED STEEL STORM PANEL k DRWG #201-175 k RIEPORTt 20�0727.OMR � �41,%. tonl� . -,� in - - � ........ * 11 �Ps "',,' /ON AL `i:" -1--i (1) (1) r_ U) -0 -F0 > (L) = -1., 0 _0 L_ (1) (1) L_ CL CD_ C= 0 0 " C .— 0) CIO 40 0 -0 (1) .4, 0 I 6 (D -0 Q -0 _= .— -0 = 0 t__ 2 0_ -2 = 0 0 3: M C .0 -P--' Co LL 14- 0 — M > . Cn I In %_ 40 " 0_ = F— Co -0 40- . 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' 1UNBOLTED PANEL.$ � I � � BOLTED PANELS W/ 1/40-76.1- I I ! : - � j i � , , 1, I � I 5 5 M S BOLT W/ 7/8' . 3/32- ; ;1 I I I (SEE 4 SECTIONS AS i I : 7 I I t I 1 1 it i, "I GNiYiSm 0 EA, OVERLAP . I 1 APPLkOOLL) i � I � ; 1 1 � , . F ! I , , (SEE SEC13ONS AS APPLICABLE, 13 1 1 i � : � ! I i i I !_� � 1 � 1 3 i , --- ,_� - , , i - - r � , . -, __ -I 1 :'i ! - I, "' 1 1 � A -1 �6 t 1. 1- I , 1 L - 1- i - -I - ___� � - ----- , ,, I �_ - - I l� � I 11 __ T LT-- - ' " L' I" 1 7 _-, - - -- --,- -F - . I . L I I __ T_ T . ED l I , i L _r _' - � i ! i I I I � I d " ; ! , , , , i , I 1 1 i 1 I i i ii i i i i 1 � I I i 1 1 i � I � 1 � I I �� !1 1 i 1 I L . I 1 1 i I '� L L f � I L I � t 1 1 ; I ! 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OFti,13*--� nLUT TESTING & ENKIRIE"a own!"r , nAw"L 33-n. , !.Wes-�5,,� (9-)Sft--? 20-176 ft �t. - , - - .. A� - - ollololl I - W .N�?',�e6 � ...... � �" 4 - __ i-).- _7(.n`PI_ - - — All, PEt- — DFAWW; - '%,,� I I- ,M,R,4`A. �ft� Il. I , --- ,U'NA1(P1W,l. . - — , . , ; 1 - MI!] , 11 . - 3 OF " I 1NSTALLA1Q&_QETA1La EOR REGULAR PANELSrb & J_A I INTO EXISTING POURED CONCRETE OR CONQUIE BLOCK �TRUCTURES ANCEIORS FOR CONCRETE SEE SCHEDULE ON SHEET, 9 P QURED CONCRETE - -_ POI I I V 1.1 NEORSI'T.1 --- __ - - - �- FOR WOOD SEE SECTIONS ON SHEET 12 : OR CONCRETE BLOCK " MIAM. � , VC,O a GO Er C. 3, wool Z.67, 3, AR-' REOUIRED CONCRETE ANCROWS _ (�" soora,u CAI . VW 9) I ! ; - I REQUIRED ONCRETE AFIC�0115 _.- fSEE SCIRSDU OR 5, M R) I I REQUIRED CONCRETE ANDNM . Tsm SCHEDULE ol, � sHm 9) 1, - T. 'k, BAN. OVERLAP - W`O_E VALLEY) & 4, Rt BOAZ WL2 " t_ - - I I w1k, � __ DAIL I F*-k I I - i - � 0 1 0 , , oolo� 4 � 411 ; ; a , * ! * - I I : �,� ---. _ - I __ I - , � . , �,!, I I n � I-- -1 - __ ,I -1 - � I I -, , I E- " 25i ; . � , � ____ , i \ �� -JC I : : . , I � I : - � , , � � I I - I J , I . 1: - , - : I I i - I 1: I � � I : � I I : ! .. I r - �� f i 1 , � ` I I, I I - : 7 � � . . 11 I . I , : � � I � �� i 7 , �, [ il"'I I i � , I � � ' ' . " I , 1, , . ., 11� I � . SO. � . � " � I I i �-, I 11 1 - rJ1 -Z �, E.D ,� i I . 1 I � � I I � � rbt �: � . I . I : � � ; � , I -L' I I I LL.; � � I I � i I , , MAX I - - Z . 1 I ,� I - u � ��, : 1. . � - 43 � ! �� : __a I t I : -1- ,� I I, _ _ - __ . __ - - --.,-'', -, , - ,--,-J [,,�, ' - - __ -- - 1�, , -,.-.- ---;- - - - " - p � � v , ." " 1 1 - �At-:�,�A.�,��_ 1 4�� 1 1 : I � I , 1'4�_:__� ,� � ! i � -1 11 ,.-I'll I I 1 , , , , � I I .. � x � ! : � ! I � ,,, I � . I , , I' -�". I . 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N01L TOP & BOTTOM MOUNTING CAN Of =-!`s_U1NX1 � : Z .. . __ . 2 *: * loQ,gl; S . - . 94_1____5_5;��_ = . � 5 ATE OP'--- � I,. .ORFO V�. - 20 GAGE GALVA141ZED STEEL STORM PANEL I - > GLOBAL PROTECTION PRODUCTS, I.I.C. " -, - - / 11 IE III. ILP TooWN BY, W/W/20 LIAM SHEET 9) COALBINED IN ANY WAY TO IT ANY INSTALLATION, � --4#- L W INC. OW &*, So SIRM .. " O A 1�,;, -A k , TTLl TUSYLAK, a Dow", OFFL FL, 1"'. I . � ". , , "" Z 1. .. - I �4 , R-Ew'.. I . - _oMRoW,.33 P,OW_ 016.)OIAI-7OM, I& (",)�? - - r Wl .� - - CKAII, - I - �7% __ntt_11!_ t 20-176 I FINE WADSTE PiE i . 114, I I 1. - . - - =� I - --- 710F TO' 649�' = caaaa U) a) C M L) " " = ULI 2E < �_r Z < _J a- -4-0 a) a) I U) ICU > 0 L_ 0- 0_ < -6-0 0 =3 0 0 L_ 0- (1) Cf) M M - __ - - __ __ - ; - __ __ J - - , ,� � I Ailill 1.1 : 111-11, 11, �� l�,U,I,ii,ii.3u,i,.ih,ii,A§i6j.,Ii",Iti., -, , I I - I - I __ - - - __IF - - - - I T - r 11 - I A SHEET NO. 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I - �3.8. -44,I) 1 12'-4- OR LESS I'w,j,t%NV`I a. 2 A, to 1 1 __!�A__L__.!, a' i 6' 6, N/A 1 NIA I (BOTTOM) '. :IP" .D F= (1) 0 1 1 _1117 T -- - - , I _� . __ . � U) (D L_ L_ N/A I N/A 0 -11-A = I - _TJ f T T - _" - '1� , f _ _ '. 6. . . = U) i It ____1 1 I i N/A N/A I N/A i I , I I I IETHE - �, I I ,1, -it 1 - 7�, , , - BOLTED *1 111-*-20-1- " " & WINDAff IT M" It MIDLENGIM OF PMF_ ___L___L - __!:�IA� N/A� a" . NIA 2 (Top) . o- . � 111 " , ; r'. 5. - Eel .5! ,�p CIO 0 - FOR. __I , 1. .� 1�', E. NIA N/A f NIA _I N/A S' N/A N/A N/A 2 (BOTTOM) 1-4 � C- m - t I I __!/ _ _ -_ f -R"?�_ UP I - - .- _N/A4�N/A � . , I W I ", -1 i �1�1t" I MUR '. '. 6. '. - = I . I " I --- i -, - - 11 ''I . - t5,5�5, -72.0 N/A N/A N/A N/A N/A NIA N/A 3 & 4 (TOP) >7'-S' To 88' :PI __ . I DETAIL I F_. =. 11 ,- �� 77" 4, 4�, � ) OR aNS 1_1 - ____ ___ --.--.--- - _-I__ __ �z z; C= � - 0 < e i - _1� - . '' _ ,,�__, j , MONg-SCUMU FOR REGULAR MLL910sa 6. 4" NIA i N/A v i S' e. 1. 6� j fi, �/A +�/A 3 (W"om) - c= I -_ � o' `I� -111, _w I.,. "- __" !!I 1. _ - - - - - - `x � - I _ 0 - =I k wplw= 'mr.,> 19 - j I ' I 71 INTO EXISTING, CONMIE, & CONCRETE B=X 5IRUCTURES __ -6.--t 1. 6. i - ONLY FOR PANELS @& @ AISTRUATNONS AS PER SECTIONS 1 DARIJ 7. ON SHMTS 4 & 5) Er NIA N/A, I N/A N/A N/A I N/A 7 (TGP) - - - '� i NI/ / - Ij .> �z - i il 1 1 1 A A I. w C. ; VNIF", t 1 1 I1 it , � A -v;&,m ..__-�, � I I . W (VALID - ___ � _. _____ - - __ �Z, - - a.0 >e- � - -1. ...0 - I I L - -1 I -0 . '. I '. � ii, , N/A � N/A i : 6' N/A N/A 4 A 7 (BOTTOM) - LA . off : - - �. 'Aut' . , . - MAXIMUM &S.0 wou" AmCKm wActwo FOR ED. - 3 1/2- -- G, 4 6' U'. 6. 1 - Ca_ I - . �� . IT'd IND") q [ T �, - I I i --I __ - _v; m g .; t I- - I L ARRI'mur TO 1 n__ - _: I I DESIGN TAPCOH a w-CHIP, CQUf-v PANTIMATE FEMALE 0 HANELVATIE PLUS I - 7 _____T_____T_.;;�j_ . - - 1/2' - ' 6 1/4' 6 - zm e �" ITYL 1 =M �ANEL TO A Commim L (10 N/A N/A 12 1/2 1 6 1/4 12 1 6 1/4 6 1/4' 1/4' 6 1/. N/A N/A 5 (TOP/BOTITOM) z - i I I I i 1 1 i 1 I ! ! I �` PRESSURE i m I � D'�, cc.c.rr ""m C ,O,i 11 m OF DBDA ------' 6 1/4' N/A - v w g.5 - � - � 11 - BLOC. ItLOCK +50.0, -5,3.3 N/A N/A 112 1/2- 1 6 1/4' 12 � a 1/4' 6 1/4' 1 6 1147 6 1/4. OP/BOTTOW) >8'-s' To il--;r ; i . i i I I ! I i � I I I I I I I I - I - 11 I , �. I ) EE�1: s sula, a To COMPUTIF CONCRETE I 0 .I,/,- - L � I � i I 1 __1 1 f I'! -1 i 1 f 1 1 Ll I 1 t RATING tp..f - /,I i !� 1 -. I I Mo... 4VIZ,21 =1 1 4p---\ 1� I I i i I i � 1 I I I ! i I i I i i �' - ; - I I . , N/A 6 (T JtI - ,� --S`7:=� I/2'_' I 6, I ./A N/- N/A 67 A API, I NA I COR) i - 6 1/1. � , I I : ,:, ! MILRORTRATIRA - '\ I � - TO "". : i I I ! I 1 1 I"ll, _,__.____. __.!/ I I A. -7210 N/A I N/A I, 1/4- 1 N/A 6 I /,,, 1 6 ,,/4- r, 1/4' 1 & 1/4- 1 N/A N/A 6 (TOP/eOTTOV) >0'-81 To IV-21 , E � - ___ i'Viiall-0 .. .0 Y 1�, I DOMARIF OR CRIN." , I � I """" " 5. I— _ -;;.---- +515-0� ./A _', I -,----t-.-. - - - I . : --, I N/A -+- ____+ 1 �5 -�t � Hum 01ONI, I\ I I . � 1 L I -, L '. - I w I i NlA MIA fr _,'_+_ --- - I - .L � -1 __________ .... N/A - I 6 1/4- � -.1 - 'Na I I �', LI I/4N `9 , FF I (= N/t; _Z/A ', N/A L12 I 1'e "'I , I z I I I '11H 1 1 � 1 11-1 - _ , I: I I I � 1 J, , I I L i I --- _�� - _1 t I __!/A N/A N/A V, 1/4' 6 1/4 6 1/4' a. g, to (Top) - ...... L__ - , , � iI _TNRP 60uF L_.�_ , � er N/A N/A 6 6' r I N/A i - - _____;:___t_ - __ - . � � I L__-nr._.v.w.PRm,RIR,, RA', - I I FT/A X/A 2 CIEP) . - . � , - - /4 ff cc 4 I - I � - 11' 11� : �0 I� ---- --- - =_ � L � - __ v N/A f N/A 6. 6 1/4 C, ,/4' a (BOTTOM) , - I . . 1. 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SET SHEM 10 A, I I MR ANCHORS TYPE & SPACING FOR INSLAuArclfs, Onto WOOD FRAME Bum.0010. WNMUM ANCHOR SPACINGS AND VPRWUM EDGE DISTANCE ARE NOICATED 0. THIS SCHEDULE. FOR CA _Tss I I (,FFE ..mvu, C .,-w 2" , 3' . I /8' H011#111" MINIMM ANCHOR SPACINGS AND UNARM EDGE DISTANCE ARE *WATED 00 THIS SCHEDULE t`OR CO. LESS TOM INDICATED ON SCHEDULE REDUCE ANCHOR SPACING By MV0ftYP& SPACIFIC SHOWN ON SCHEDUIE BY , I 'L , .1 . - If . .) ______ __ - __ , % THE FINBIGNTED ON SC4VXU REDUCE ANCHOR SPACIM BY WAYPYM SHOFON ON SC,KOE W THE n)LLOWING FACTORS FOR THIS OPERATION TO BE POSSIBLE, REDUCED SRACAQ OBTAINED USING IAVOR / , - - - -It " , I == X,A,OUUOM"G FACTOM MR IMES OPEW TO of POSSIBLE REDUCE) SPACING 01TANE0 USIN(f FAVOR NOT BE LESS IMM WMAJIM SPACING INDICATED FOR EACH ANCHOR ,TYPE AT ANCHORS LEGEND. �,� ,I L---J . . "Notc,a MT.R` "o- , yi; , , MRIKAIED 'OR IACH ARCORNIF TYPE AT APICHI)FIS I . . Ln-, 1:W. -` - iIANIA _�� A -C TO S -Ir 2' � 4' , I /8* ,"",;�K� 'P�,, NOT BE =S THAN 9AMA,Mi SIFIACIND IN VAND _;;__r--,lii- I-T/4-. 1/0. I� _ .... Ii4 le,4'! � _. , I1__ � W" -ITUC , I qr. 1 4 - I J,v. ___ I , 4- - �, 6'-s' TO Is'-101 2' I, s" � t/g'� 11 ��CENj�--.!��m� ANCHOR TIVE I l41_*, .."1=14 � ,� �4e_ __ 00j"', ANO"m Tym .- !��,__ 2* . 4' ,, 1/4* .1 "U'Aft -T" -1 - I "MiaAwgr -�� ----- - ,AIM ... I'll" " ------- w sfci� " 3, . � I � . . ' %I 1APRR, D` IMARMID � IAP_ ft�_ 0�� j 90 _ a TAP-00, I'll I FUUS CALKJm SOLED. -SO Z . 1 � _�� 3 ll� __.!!!�AK!!�!,V�� 111) A 3 3 1 3 2 1A - - r "IN � U4xm I & 0 , SINTE, . 2' � 6* . 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W_ % = 20 GAGE GALVANIZED STEEL STORM PANEL A TP XROL tA am ="4 v 0, �C T 0 IF - 2*: NO. 4167 ': tz: 20 GAGE GALVAN12ED STEEL STORM ANEL I DRAW, , - . U". - I 'A- `IB I � ��,� 2 * � IF - **! - DRAWN vy- - - � . . = I -------\ ___ = - / - tic. ! O7lN,/= S - 4AIr_ � * - I D, � GLOBAL PROTECTION PRODUCTS. .am 5.0. 5, �w 12' " I - I I.m IC0 ...... � --;;-i - - & - - - I - I -f- -.4 '* � --L-4--L - _10 *. I � �, . _-F:_�_ -.-- I -`- STA ZtZL ;.- DATE .;D, s � � SCALE 3/8-1, � , / 01"Ar." 'E OF 2�� w/u,ntant _L/2�1L__ - / 11LIEC0,7\ GLOBAL PROTECTION PRODUCTS. LLC. VAX ____ __ � - I 0 i �jV - _ 2 1/2 E J�z - �__ - I . , Ir jjj�ECO,Ntc - �/� MX)O .W. 61 STIOM ", '? . \ GLOBAL PROTECTION PRODUCTS, LLC. - 1. , - �� - VO;... q0 va� '10" S.W. 51 STI'm � 11LIECOIN NOTE: MULLION CAN RM OF� INSTALLED W/O STORM PANELS ON TOP - - . .1. xc�,__, . X� avA_ 'NONE '91,1'..", 20-176 L I �,� �-_ .1 101 '��:� - `110_e� 4 OR , , MIF- Ft- 'all, 20-176 -0. ., , ." 9070M SO THAI IT 19 LOCATED AT TOP OR BOTTOM OF OPEN". -el- / MI. Tx.�J Xm=o" COMPANY PHONE. DIU�M-7,145, FAX� I.I....., - `%f& _.fi .24mm Y _ -1 ..... I � CAW_ n- U31', , �, ,of/ . ( _71H4I. lw� , �/ ,ONE PANEL OPENM W1 TUBE TOP & BOTTOM) i - - .1- ----- -- L1W . , RHORE, (R!I4NM&7S4S FM: (�)WWM 20-176 � CA_� It; - -1.1 --I - I - I- - - !v) ..- tim -.=-- 'U" I" --I - I- I-t - I - ORAImNs � I gj i ,,,, r I I - I Rtm" 1 SCQ1t!;IGMxrW� WALTER A. T.0 J, 1 5P " I. vimaw . I � - - �� HATURk'DATE __ VALTCA A. Tw ." Ps I � � � �:� z ; ;,:'Em Z ! !n;_�E O`*`A" !d I RE Sv"/swA,,wjwr - _T= -I, 111'111114t� wHo"I'vf vw,�= 04-mmm CA-0006710 - _. - I- nmtzi�L___ I -L M L - , - - I I -.-I. . - I ftmo� ----. NA g2', FUMDA W. . .7 PS CMDE' a Of " I --- - 2 - _-, . I . w __ - INSTALLAIJON DEIAIL;i EQR REG - - INSIALLABON QUAILS FOR REQULAR PANELgia A 46 mi Ile to. - 5/6' LOW BRASS BUSTING W/ INS ALLATION DETAILS MR REGULAS EANEUCI IH10 EXISTING WOOD STRUCTURES I/4-.-;fa.r &IL W& a e ,/4- mc. 'm INIQ EXISTING AND STRUCTURES I __ I _`F . PANEL LENGTHS tP TO O' AND 6 1/4' D.C. INTO EXISTING WOOD STRUCTURES I - , ,� FUR UNGTHS UP 70 V-5` -.- OP V-10 , . . �1 'us .- _. __ - . � - 7 Ff - ____ v ____ _ - - I - - _�, -, --- _.. - __ - I . =Ir . I _., , L . , I , - - : , PANEI-MATE FEMALE 0 OR PANEL"TE a I . 11, "I - , --- __ " O� C WRIN 1 /2* WI,. THREkDED I . - - I I . - . 1 j i I - - . ? , - . � - - __ , IMV1.=I�9-!-1w I - - - - --- I �, [t " I . - I ,': - - - _P I __�_ � L r-R, � - = - . e.. . I -, 77�-,'�' � I ,, . - ti I T7� � , I __ . � , NOR TO WEADE r, FOR AU, LD4115 UP � I . - - , I 1 �� __ - I . W__ - I ��! � . �, � -1 I - _ __ .1 ", -1 :4 0 ___ I � . I - i� / - I 4 - - � , i -1 jv, -. ,AQ 1ICRf" * 0 1 L . v I - � I -�_ 1 - _I - O,C. W/ I - _ I �! I- - -1 I = t-R - r �_ - 7__� � i �7111 � _ - - I I , _1/4 ,�"W � . �� . I 1 �,'� , ___JI-10 PAXCLMAIIE FILMS 4 � �11,, , , 19# I- I 10 PANELMATE PLUS I - -1 I .1 " i I I ti"/4 7/5' - . . r -, 6 7/4 7/8 1 - jr,� I - - ,ill I , I il, / �11�;___= I �' I I I � I I O" O.Q� W/ I - '- CC - I �V�` �� / kw.-#� .1 - -1 I � v omw WOOD KOM I . - i. - I - � I , I �� . _, W 1 � I � � I " I , - � � I - !-,,, j r11\ I �, I � " PENETRATION TO WOOD , I 7HREADED PENETRATION I 11 I I `K "' � - 1 1 � 'f, I �- I -I;i f EXISTING WOOD HEADER - , __ � I EXISTING WOOD HEADER ,.a" � � EXIS11ma WOW HEAM I � � , , I � i I � I , �, � � , � i , , � ,, I 1 - i�j , I I— .- � f- , 1, " ai� " �� k I . % 'ill -, ;; � / � i , I 1 4 N QN-mar. - I . Bi , -7- , � " . 11 , 9. A � , r 11 . I a. - APOK ft" w/ , I 1� .11 i to 4 � I : lj 1; ; �, 1 -9 k I ��' , vr_ � I, �, ,� . I - F---1 r-;�� -E�m - --- I � I I 1� � � 1 1 � I il I I I- - i I womm 0 , - I L I I j I I I ,_1__ - __ f , " . 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ES- (SEE Nor- 1) I ,1..�,, s" 4 I �, =11= - I - . I I llpl�"_ - I �. ;- T, , � I r v � I i - ./ Mr. � - 1_. I I i ", W/ ?/.,. . 1� ; ISE NOTE 1) � 1 -'7-- . I 1 ____1__i __ - __ I � I � I t 31u* WING 'FUT I - I i i I i _ _1 ____ _ � - � SCALL. Ile - I' 44.. i I--, I I --- 1 -4- 14A11!`W;/11;:; ,- - _1 .�OMEFIUIP ! A' - - i -,,-I _`1 i \ - li i � I i . SCHEDL41 ON S.W I I I k 4, m" O`!AUN` � . . � I � Y%ro.ill,, � 2 I . , t - __� i -1 - � a I 11 -4- Lil - , � � T / - I 1-1 In __ f � - Z' - - I i SEE SCHEDULE ; I j .- __ MR ko� SwAFA`KN 8 - - i - I L ____ ____ I - . _- � i_________... - , - j L_ -1 , - I &--i Z= - - I I I I � "', , � " \ - - I I � : - __ - - ___1T � I __ -,-- - _ _ - . ; " I I F �, i: I =w. - TO,, _ . : I I � 10 .LAM ww".' � - - ! 11 I � n_ I f I � I I � - - � m, '/' - I i SEPARATION I � I`UD 0 1 1 1 1 , ! I BUILD-0ja MOUNT! - , � TO CtASS i I I . ,,F 'Ir .G - i . � i -9,11 - - . - � I I � 3 � i � � i , __ - I - - __ 6, __ I - . .- I 4 I , �� ,", f I I I � I I - � Eo� . � ED ii: I � : NOR I : , 50M ! � � L ,,f L � `%AFE , or %, � I OF IV i I ED , I ; - * I , . �,,-,,, - � . I SCALE: 1/4' - I' -L------+- - �. I I I I— ,,�- w I __ � '� I q VAX M" � It. � I -3 , � . I r10 � ED � ; : � - i I CEILING A FLOOR MOUNJING 1��_l � , , i I I i � _u , 1� I : : . ItWALATION - ALMN&UM JW ." � � .11 .�I= ... I i i 1 1 1z - 111""` .=m - - � I, - � - " �._ i I ELL , __ I Ea I L v . t .. CD : I I WALL MOUNTIN INSTALLATION - ALTERNATIVE 4 INSTALIATIONS - ALTERNATIVE SW ! - 1 1 I D _. � __ - I. % Y I "I � � � w I I n mi - 111 - " I ca �L I 112- jf;% I , ., : ! %w � ! --- ,e/,.�--w,- I Wltml; INSTALLATION - ALTERNATWE (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAY. SCALE: 1/4* - I' I Eoi .- .1 _4 1,? ... L L � I I WIXO PtAn I- I - .. . I- IF V`ff WASHEFF, i �,, ;x - V. i/2* ac - 'All 0 - - +� 110 " I P!N If � : EP lim, ; I ED � q,�, - - . � � � 1, , , - 1.00w. ED - , . - - 4 A.S.D. DES" PRESSURE RATING) ,� \ , � , - _l - I , J_' , I I �,� -, 41_190�__ k - . I SC"- 1/4- - I- SCAUE,� 1/4' - I- � - I ;I Foot, ,-n � a �_. I 11 � I/- 1J>. ,, 5/w LOW BRASS OUSI.NO � � - `�� : �j RoDum I ff, L, - - _ _J _ I A0, ... - - - , - j - W/ I/.*-2*.2`SS MS, 0 6 1/4* O� [� - ' . I ;� �\, Z.van,w, Fl- I � I_ I - ... ' _t7 177+)� - - oi"V DT r,-,, /,, - IL � r, -11 I , I � 11 I �' -4 2*,e WOOD PLATT , ' � � 1. k ./V�10�!I. I I , 1� .� I -, � " -1. . I I '' PENEIVATION At �i RMEIMAlt PLUS 0 Iz ,/z' a C, WITH I I , " - SCRIWA . k a, , I � ; , ;Amlzl. PAR, t - _-6, ; .. I 1.040% w To 5, -O' AND, a I I QI`,L , .- � E�__ - - - - , I - I _X... - I �,, i , � LENGTH$ UP To $1-91 IA,� . L, " I � 1, 1 , MIN T�4i6viD FOR I . " i � I . TE rtMALE to OR � 2*.4' W"O00 PLAIIE �� 1'I4*;E110:I0D - ..' �T REOUR IkATE, I" - � _, REQUI _RIAIT; ; 1, � - �- � , ! REOUMBED I R,NAuMD , � �, I _1 . ,� I I - IQ i 11 � VI. ED - , � � ��' WO)WOTH Of PLATE 1 2" t rm ��._r I� _ 'L , I I I � 1. , : !� , � : I I -0 LAO SORM 0 1 1 � , SCALE 3/5-1- � � , � ��j I I I 4 I ; �� , 141, IKRFA= PONFIRWAON At ,,, 1MRF M,C0 1� 10 .W (. ALTEM ,3W ALTEEMMVE 4W. I 11 DI , � or FLm ,,, IS - 61i ,_ "___ or comm WOW PLATE FOR � 21�,,, PLXTET, . 1/4 1, -W V i , i I MID WIDTH OF PLATE I I � I li 7mr ��, � I , s � I . ... .N,C*�Htx, ./ o I ��i -.,L,- I f �_� LAI __Lq_ .1 - ALL LOOPHS Up To IT , � I INA1111W 1, __;_".11 -_ I - I � � I I I 2 � , a 148i MME �__ 121TIM5 & LDrMONS r J , ] = 'Pa,&z J -1 " - ___�, CON - __ , I � AT MITIMADTH OF PLATE L I I NOIE : SHUTIER TRACKS NOT 540114 RA CLARITY DIRM &MH I I DIRECT XOUMHG INSIALL&TM mlo�uma , R' ALTERNAIM AW DIRECT MOUHI NTING INSTALLATION DIREGI MOUNT 3 INSTALLATION F-7-1--ifEt ALIONATIVE A __��JON SCALE 3/8- I' Imm 9w ALTERM&M JOW I SCALE 318-1" SCALE 3/8-1* SCALE 3/8-1- SCALE 3/5-l' BRIM, NOTE5 "w0l"1001%, INSTALLATION - SECTIOhI oewsill" 1, INSTALLATIONS FOR ALITRANTIVES OW, 9W & IOW ONLY VALID FOR 714401" ,0,0104004% A, rIZ4 StALL. 1/4� - I' NOTES BUILDINGS WTIH A,S.D� DESIGN LOADS UP TO +43.8, -48.0 v�*,'� ,AND TI , N FOR BUILDINGS WITH A�S,D. DESIGN LOADS ; :,ta� N �. 1. ILO� *1h PANEL'S L�NCTH UP TO 12 -4' � 1. 14STALLATIO S ARE ONLY VAUD .. . �,,� 4_�KN __ I., ' ,,,<,3�.�-.. �!�ttliflsl. ...:0 HIS '-T 11-c, �" -`�C 'I UP TO +55.5, -72.0 p.s.l. AND PANEL'S LENGTH UP TO 8'-S' ..� � 'i� FLORIDA BUILDING C 1. INSTALLAM ARE ONLY VALID FOR BUILDINGS WITH kS,D DESIGN LOADS fZ.-**, -_ 2. FOR NIEW WOOD FRAME CONSTIROC11OW WOOD MtMSERS TO BE SOUTHERN .f ,EN,3j' - .. -72.0 PSF AND PANEL'S LENGTH UP 70 V-5 ., �tEN$t 1�, FLORIDA BUILDING CODE �Hlqh ViefocOy Nu can. Zone)j PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUIAL� - \ CODE 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN I ODE (High Y&I.0y Nu cons Zone)[ UP TO +55.5, & .1 * _ - I I . � FLORIDA BUILDING (Nigh Voiccity 1jurricane Zone) PINE NO. z * � No. 4167 . * = 0= ft T=� - __ 11 2� FOR NEW WOOD FRAME CONSTRUCTON: WOOD MEMBERS TO BE SOUTHERN Er .* No. __ ___ ______ Clido YLAMCO. INC. - ___ F.P. � ; No. 4w 1. � .mo TLIECO, - I � i -. z W, 65 OR = . -*= 20 GAGE GALVANIZED STEEL STORM PANEL z : - GAGE GALVANIZED STEEL STORM PANEL ! 11. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL :: T 20 GAGE GALVANIZED STEEL STORM PANEL i6 �� = I DRAM" I PINE NO� 2, W/ SPECIFIC DENSITY OF D.- EQUAL. . = I DRAWN Of. NOTE FW COMBINQQN OF SECTIONS : 20 = *: I = - -1 - = . . * i aq- In� I , E _ , I ; V/"/%" 1 G -_ .,o .. , MIL COMBINED IN ANY WAY TO SUIT AWY - , � _� / - - - - - - DIM. LOBAL PROTE �_ GLOBAL PROTECTION PRODUCTS, LLC, "- � . -V GLOM PROT LLC. NQmy_QR_ �N�; - (L::�L,��_i , I - MON PRODUCTS, LLC. ';��7_ S_ * " 0FtmL*Jk___ �___�:, / -lop A, BOTTOM WUNITLGS CAN BE !,K '... ST � -a'- ST EOF, / ;;�_ oQ1.1 lt___�_�, ECTION PRODUCTS, :� � , ,C4 - I . , i MN)Q S.W. 5i STRW. !!�� ,.- q ,10W-,!� INST- ALIATI ON. , z IILIECOvmc sw. 51 STROFF 0 - gj�- .-iI 7`uUT TIESiTow, & ENGINEERING GO~ - rL =11 lc� TTLUT -_ . -NR_ Ca I `L_ =I. 11 MAE I -1. TOP & 130TTOM MOUWHNGS CAN BE - r_ - ' 11LIECO.. __ _ 71-4-en- - IILIECO,..� -_ -1 * - nUuT -_ ENOIN ,.�� , ,'�I TOP & BOTTOM MOUNTINGS CAN BE / �bw SM. b, SIAM 20-176 !��,!,q, - .. At F'o A. I= - -ANY Zgo= 20 176 "'. . 111"I� I __ - - .. MR, M. - - `NWWM - I, .. M-7545. FM� 01U"�7 - .1 - M. - � � - � .1. PkOw-- (NHNMR-76�. Fm; (�)Afiow. - " F.71 -t',_ - . - PHONE, (w)ZO-7w. rw fwwo-ow I. _ 'COMBINED IN ANY WAY TO SUIT ANY , - (-T..- ��C.�4 2, '. �- 1 - I." .,-,-. - -1 ,!!q I , V ;A %-:'QI�711 , , , � 0 , I I - - - - I - COMBINED IN ANY WAY TO SUIT ANY .111"I'tti , 41, . - u, it - 'C* - MR fff I - I WSTALLATON. 000ell I INSTALLATION ,0* - , . -.1 - .-=.,,B � 01100mia '11114,000EH-wo"", - mu �Tm ,"I':4, I �� timkow" zz��/-n � WALTER x IN, * I q � ... aNxTURE"Am WALTER . T&IJ; �� FIE �, sm" ,2 OF m j w, P'L , OF 26 . .. � - . %Md e - I - i - � ][ "A""o - i - - - - - - - - - - - - - - - - - - --- - -1 ______ I ------ � 1-1 . ----nj,*-k I.. __ 4.067 1 -1 I I - ____ I -11 I "I 1-11, CONCRETE MG.ORS - CONOWE: AWIHORS MR CONCRETE AK14OAS: = SCHEDU1.1 ON S14LV t�; (SEE SCHEDULE O" (SEE SCHEOULEE ON-\,", .., J �, FOR WOW SMIM- SEE SECTION Off �Vl 15 1 ALTEFRI t4) �_ SHEET ") , 7 ; 1, 2�� IW/15 LOCAT INSTALLATION DETAILS FOR OPTIQN # I FQR WEE SAFETY STORM PANEL SYSTEM \ MR`. , i'-'-E &8 10-1 SHM 87 -,%-,-"(8 8 AT END PAWL - , Ae. it, . END PAWL I ,-, I 1 114, 2/4� 204/4� -3/4 OR 4/4 1. 2 & IW/15 __1 . _ _0�1 (D __)- 1. (,_,�, �_. , � -,-,, - - 4'� roo, __ _�: - ri,� AT I 11 . .. I 1/.-. LAG SvmIis 0 f- D.C. W/ INTO EX151ING WOOD STRUCTURES �, . � _j POLMED CONCRETE I t It - I- --i - - J , i 11 I SMOS 0 Eyv" I - I I - . � , 4I i NETRAWN, , .Sod __ 1.250 REWRED, -_i� !,Do- . I . . I . I . � I - ,w0,=GTmREAm ft � 1, , � - . I ki I I i I ! I I t',, ,/2-0. -C) J� I _ -I,,,- - I WOOD WEADOR DINDMOT: - ! I � ; L 11 I I I -, - it I , 1 1 1 , I - - I 1j, +� - H I I I i - - - , ; " I't;, PO.w C � , -T - __ __ \ - �T '.. - ---.,- - _ I I 1 I , - i REQUIRED \ : � - , a -1 il ! _fff_111 I , I I TO HOLD PAN � I I " - --oi C-L ,_ - CA% ,) 1 - - - I - _ - �4 1 � - � - �- ,- 1 77- - I I , � � ` I 4__._ .1 - i --- - 50 ' (= ;,)) 1 - t- I / i r, N I . -, � i 11 I I i I __ - - I - i � i �i',�;, ! , I- \ g , . r , I \ I 1_��., i I 1 ill! 1� "I I I !I I �j -:A � I I I " I � � r = ,J I �, *1 1 1 I I 1, - f -_ -- - -- -- --- 0 C I t` �:� 4 I, , hh"� � _-J.- - T I',, . � - J 11 i t � N � I " (D .��=4 I , I I � , L:-.,�,,, I _. I - --- 1 - __ - - I I . - I �19 I 1� - I I _1_11 I -_ I �, � . I I I --I '[ ; � ,I- 1- 2Z1'.11IC If L J � I I t-sa %.rm�_ ow- - �-sff =Hcmu ON- I 11 I . �'l ! I i � " 11 I i I , - I - -- -------- L' - '- -1 � 1, I I I I 1; I - � WEWOR RAN T] i , " t , I 1 1 � , " , , I � I � 1 t-3 q _3 II I I 11] � _1 -1-t- I_- I -1 I � ,\�,�,z f I -1 . , � i IfLIJAH1,11 rJu 11 111- . .I ��,111' ,, Ill,, i[ � "'It- �11 i �' I 11 I 1 1 1 �, STUDS 4F EVERY I - �,_ I � I i I I i I I I I 1 1 I 1 (I ,,- It I 1 1 FOR i (THE, PANEL) a) I 0- I WEAFOR PANEL) (END I , I � I 1 1 � I K� - I I I . 1 ?6Z�__ i C;, �ron mnt;A.A. I i i i I i I I I �_� - i Eof, .. L ft� I = , - - " \ I .� .:.I I I 9 1 1 . - -4- _L 1, I I !j I 4 ED! F I I . ! f--- ---- Ll op. - �, -- MD 0 12 1/2* D.C. !� - I I 1 - - - I . . U) '*lr i I .,,Vk ;/.'. .' EW1 6 to 0" I , �_ I � I _l- - ! -f- -f- �fki I if v. I , 'I 11- ! _ I : ! I 1 1 1 i I \ W (D I I 11 R I - __ I ! I Ill +=Y32" 4 __ 1-1 I I I I L � . -0-11-11 - I , !, i i I i i I i , , 4 :�___ - ________�__ 11�__ mto 0 12 I Ir C 14;_ i I I ill i I � Q, 1 ! I /___ ; - __ - lj� 'It ,It i - " "01, 1� . ". - __ - I S SEE \'� � SEE . , _" I ; , , - - I - "!" __ T - - I :IJ SET, I ik -END PANEL I (�� op r ,;� i � �INTEROR PANEL \-ENO PANEL � L. : ;� " __ � - Ee'L-- jp�_ 4-a - a � SEE: I --ri I , � I I - - . L, L - OR DIRECT MOVNT : 1 L ualu_ _11_�__j =) m I' 1/9- wl,, - / 6 -/ VEEDNvis � 5/8 - I i I I 1 1 1 I I 1; -E 11 SCHEDULE p I - : - sc SEE � r I WOOD IIEAM A� 1 � 1 _-3. H " SCHEDULE t i FDOARTO ! , SCR 3� - FOR M. - FOR M_ -3- -, -3-- 12EDME �. L , ,- , To 0 v '/r OCL --t�,g-/� �, D, .1 � !_ - @ OR (2�� @�__ FOR -!- #2 FOR � [ , I (SEE on 1/1 d, v (SEE Of,, 2/,4 I i f ANCHDR' ANCflOR : � M.r ANCHOR *� ANCHOR � I -,/, " �1 . -1 P r - I - --- - .1 � .. - SPACING SPACING �1 T I , - l-i ( a --- l � I 1 1 1 � I Y mirI. - .,- , - - � � - --I *- S' mi" ----- I . - , - rm , - - i I . t^ 11LI&�ALLAIJON (A ZoUrk � � - i i I - 11 v- � �___1PA`"" SAACRI4 : I ; � i I � > , 9 � I IF i i (ALYMMAIr LOCAIIOR - 1.1.7 1 �; I I � 5TALLATI _. I ; i 4 � I I (w&=,,, \ 9 I no- PEWL I ,, WALL MOUN ___ I—, EQUE 1) 12ETAIL 2L A.- CABLE TQ =8 -�QULE 2 - FILQUIRM , "��r �11 1 1 . i , - SCALIE. 3/16- - I . SCALE, 3/16* - I' y ' T I - - 0 . - ""/32' L , . ,� � i I Is i I I "T I Yksaww L=WN 11r I -aSm 9 ,2 Ile .GL 9 L_ 1 w_7_'�-:,'` � a I I i (T. i I 1 1 1 I ". I I g , 1�i .. I I - . I@ of� ,I T ... 1 . I � , , I j If I 1 1 1 1 . I I 1 �;Ivzr, � ALTERNATIVE I ALTERNATIVE ,,,, , �_�, j i I � t �, I I 1 j I it 1 11 MAXIMUM A.11 12E519N PRESSURE ING fiv.s.1t) AND MAXIMUM A4,11, DESIGN PRESSURE RATING (,QI,s.W AND CORRESEONDIN k 1/8- �, / 0- OR CONCRtm �- :�� I ,I i .1 _ 71,I/C."IfIl"CHNE" . , --- N .CT ,�� BLOCK "Au. . I I . I- I � 0m) (Sm, C ,2 "I � i - P�PPU:6�1� � � or ,/,41 - - I I __ - w-DUMUED '. I 1 1 1 ;� - -a V� I 4 6 � CL 1 -AL-11ii, ""I CORRUPONDING MAXIMUM ANCHOR SPACING SCHEDULE AI (tj FOR MAXIMUM EMEL LENGIH "L" MEDULE t , 9 _t I /_1 I L1101A 2/4, W1. 3/4 - -/4 ! L#04. 24 i 1W/15 41, z . & Iw/15 IMALLATIONS INTO COMTE & 01KREM BLOCK 9UMBU 1119mDL2ft_vf&_1U "I i . w IPtottai A.- - I - RINFIL -.IN I .. ANWo To SCIAROto" i ON =W,I� I QMo5 0.14UPOR, - I RRC`m I 1%, I . - __1. 0113"'"i I -"�, w -1 !,) I � ... _ j ! : .ALTERNATE LOCATION f 311 SCHEDULE k i " I < � I _j ON LIFE SAFETY PANEL i Ud&=A-!--&W.,-NAL��.JAMU-CMMON&-MLA-gAUok-AZ,S,D-.-j!�-3-�-L�2:,,! I I /' �;, - - /1� 1, � AREA W/NO LIFE SAFM PANELS ,11 � I i � - . I I 'L' REGULAR PANELS W1 OR 1. I LOCATION OF EF NOTE ISELOW) umuww Am �_ - �".O. -a. - - . I -i�v;� I i ILI , _Y711 ,_ � �, , . , - I 1-11. I *-�__l . W/O REGULAR TRACKS 11 UPOON OF W-W CALT-'IN PAWELAM1 FEMALE 0 PAHRAML " CABLE to I W-r I I I I _ "� - I - / ,r -, h ... � _ - � I I - SAFETY PANEL - uWKA`fH I- ED i 0 � (%INOTE I . LAST W-3104 C 10 To -_ f& M&OMUM PANEL I L ED � i� : ll'-�,�.;��,,,'�-,',,,'��:"",:', PANEL BE WSTALLET PRESSiM TO EQW��, To TO 10 TO - _ I 11 � i �,,: ONCRER COkCA "m - - THEM : L �/ 77� - I "T�`_,� �, OR) In CONCRETE Cw=w a`NCWF" CONCRETE I= cowcom, Cokm OA,`C I I �� OR CONCIFISIS TOLLE ow . ,'�' 7.:. .1 PWIPANIC1. OPENNGAIXALL f0TwA !A,_,1 KOCK BLOC) I BLOM SEE SWEET 15 rOR MOWS TIRE & SPACING FOR INSTALIATIOM INTO WOOD fZ" MULDO.. I 1 t �- a) =3 , . , . A BE F 4R HANDLE � TEO 04 THIS SCH - I (SEE ,irH - - �" YS N/A S' I MIA I I ---- E� SHEr, 14) �m CONCRETE - " F A - OPTION #1 E Y STORM HOLWA ff MINIMUM A?4WR VACARaf AND "FMWN COME OWMWE ARE INOWA , MILE FOR _ ATT�ZV 1;�NRE . � FACII IF I I .1A 'JUT By THE FOLLOWING FACTORS, FOR THIS I . I L -0 C-1 _ NTCMCED __!L A I .�A __!:__ _,�/A _L_ I & 2 crop) ED LESS TWA tNDK1k7M ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING VACM 1 &N 1� I � I ! ::!, '� - Am*= T� ""m ... I A OF STRUCTURE 9 ,� 9- R, S, 9* I a" I (BOTTOM) q. . CONCRETE: ANCHD;D` / ', To HE INSTALLED LIN Rruo" FROM INSIDE . '. 9. I -_ C: -I'- , , PANEL (1) & +55,0. -72.0 ,, - - LESS SHOWN ON SPICIA OPERATION To BE POSmqv_ I I - nFEE SCHEDULE ON - I REDUCED SPACING DIMMED USING FACTOR SALE NM BE LESS THA1% MINIMUM SPICING 11 -I - I ---------- 11 11 I I , . 5. NIA '. I 10INATED FOR C-411 ANCHOR FIRE AT ANCHORIF LEGba 1, __ , ; . .000 RLAFT Ir .1.. I - .., I N/A I & 2 (TOP) , I I I I � OUIRED 0 SHEET'.) ,�_T ELEYAITION ,55Z -71_0 . 51-01 I'D 7'-V t*O" 11w _ _ 1,4� L/4:�__ ij4IP � _ I!I�7! 1/4', ---,,, -_ ,- i - ,_ - i �� RE WALL MOUNIM INSTALLA110 WALL 'ING INSWIA10 SCALE 3/32--i- 9. 5 B I r 9. 7 1/7'1 11- -;7- ---;=r 9- I ESOTTOIA) I � I '.000 PLATE I: I L_ (�. , N/A I "/A I ,� , , I & rMaN - �ruptow, _t�&.m w1&UA0r , A � � I I I RPOLO's) - EUION I SCALE7 3/e' - V - SECTION 2 SCALE: "S/r - I' @ 0-P 'j,t, � - -7--t H, -I. - I � , f-i/4' � CAP -55A �72,0 L -WIA __ ' "op' 17'-6- TO 8-8, PLIS 1 I ==;,, - -_ __ - ____ __I co 0- �'j- ck. 1, S. - W. 04" a 3 2112 � I , � , " - __ _11� I I I 1 4' 1 'a' I g I I , I . S, -!:- J_ 6, I (BOTTOM) __ - -;;;- - __L__ ---i- - _T_ -3 \ NQTZS-DN-LkU-.%FLa_MM,-P&W__T,l�&IAI*&� L/_,�. /_ - __ .��. Z�) ,, 1 3 It � - - � -.\ /_ _�_K ILP-4 j�;;�;_.,�Z)`__j__, _ " '�- 1 ., I LIFE SATIETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR III PANEL) Qlfl� - - , 11 's ALTERN611VE 4 0 a) OR IS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN S 8 r _ACKAL FA POE DURNE110 "em CL W/ I 4/r T = A&IACEWT _NDRP Lrmk I BOTTOM Wi La1_____4_v.r_,! � I I,-. OR IN LIFE SAFETY PANELS WAY OR MAY HOT BE INSTALLED ETD 2CII�LAVPANELS Satim"LLI-Ew- ___ - I . zx;.- I.- U) (W/ OR W/O REGULAR TRACKS.) SET montr IT __�T___ - ,- '_ ' I 1/4"fa.6/61 law wds BUSHAIG *11 MAONIUM �J,D M I MUD 4 5/r t,MI MW W, OF PaQ CRX I (" 6.r W, TRW W OF AISLE) APR I 'TO 211. ,/.�#-�2` S.S. IAS, 0 .- O.0 OF To - -11 S . -V - -_ r - -0 SCALL 3/r - I- Z. LIFF S I . 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MULDPLYNAIL SPAC" SHOWN ON SCKEDULE ��] I . , - -*- .11 AN: BY THE FOLLOWING FACTORS MR TNG --- E 20 GAGE GALVANIZED STEEL STORM PANEL OPERATION 10 BE possam REDUCED -- - "i - , , � *'. -1 - I . S TI , --:��, . SPACIRG 011MANAM VSW FACTOR SKALA. NAT' F MI .. rE 0 "--� �ft� BE LESS TAM AAAWILAM SPACING INDACATW - - - GLOBAL PROTECTION PRODUCTS, UC. ` FOR EACH ANCHOR TYPE ON THIS SCHEMU --- . - _T , , . I. - 0.-,- I,' Q F -1 11LIECOINC: MAGAT S.� 51 Smw GAM , - ; "I R' M4KAAoI-?%H4L FAA; A '11111'Z-, 0 N AV A�,gk' iy�*t7.a, �� ' ' - "'O.Ne,-Roe, 20-176 - I �--- "Op'.. lt-,F�---� �--- --- .. - . 1 1$ r �;- �� 3,1.' , 11 -11141144tolooNfAwk. wAviooxAAT,mTL - zwl A, - !�" I - I 7 - I - 'C , I A - 6? =ft I - I .! i - I - - L!�, I , - - - � 4 - � E!"Ij- I -----,.,- - Itj LLATION DETAIL5 EOR OPTIO #2 FOR LIFE a,AEETY STORM FANEL SYSTEM IN10 EXISTINQ WQQD SIBU.9WRES �" 17- ,.1- 'j-1. � - 11 I.,-- --- I— -- i- I - - r � a r 1 ;,� � I I ;� I j- . 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W-.�Tv. ! � I to= , � - ; I � �-- = I I I ; I E)OTTING ON lew 'a) ! 1 , 1 I GLASS - , I - �.-IAI- I , . I �-, `0 = I : I 'L, NIP, I .. . ", I 1, M mi � I PANEL LENGTH �:-=--�,--- - --- ?i-: PANEL I ENGTH . ( . ' � EXISTING mi SHEET HIT ; 1 SEE NOTE I BELGWj t/4--20.Wl; _I - I I I SEE NOTE I BELM __ __ . CLASS -1 ! MS _ _ � I I � S.S- . � � - . - - - - -----, : ,� I - I , � I � � r..w. 3/32 11 1�. i -� �, No V., I - - 1, , - - , � . -11 I 1, I , - ,:: �'-,, - -. , , ": W -'I,!,- I -- � `�L - � I - I � � 4,1%� , I - -- , - " -, .,� � � I . I � � ! 1 1 , , I I � I . � � - -- I � i : I I , 4 1 1 �� I - I � � L ', �J- - � ] ;, ; I -----i- - I - - -1 ---- � i I [ , I I - �'t, I . I t ! - ! i : 0 � . , i I I I I I I I I I I I . . I I ----, , I I . I I-1 I I i TTr7--- f ; I - I I I ---I- , . , , 'L----jv i . � , - , L : 6. & , - � ,- OOL 11 � ,� , 1 I- 1, I " "I, � I I 0 *-, ; L I - I 1�1 � � I Eo. I �- I � ,,� � 1. 7�7r ",-,,- -11 , 1, " I -- U I I -� � 1, - 1 - � -- -- -- 'I I : I i I I I � I I 1; , � I � 11 L I t . � , 2"�' WOOD P - , i ,7/3'. . 3132' WNG NUT 14 I � , oATE I , : I I �, � WASHER 0 5 1/4- D.C. VY4, WOW � � . �� I �' ?/8,0 x 3/42' WING NUT REQUIRED I . I REGUILHED -PLATE , � L i WASHER 0 (BEMNO) I � ; L : : I I i I - , I I � I 1. � . -E FILL, I � - -� ,, : #14-10 PANELmAll, ii- . "i � , I I � : 1* -,a PANELVATE PLUS - - ' i .% - , I .,�, I- -- - I . 9 ,�, I -� � : ,�, I 4 5 1/4- OX, W . 1-1 I . ; I/C O.0 w/1 i�a* ... I - IN. THREADE) PENETRATION : MIN. THREADED PENETRATION ,' 11 � AT MIDWIDTH OF PLATE AT MIOWIDTH OF PLATE . I . � A -- : ,_'rl I "I . � 1 n�� 1 --1 - I I 11 . - _- � 1, � - - - : I WALL MOU"NO RJUALLATION ,M-MSTAUADON ALIERNATM MW Viiii10104""o YL saw 0 R PANEL . ,�"�N.Ttqj,plkl. REGULA ,e; 9 WEE SAEM CAN SCALE 315-- I - i4A SCALE 4/4r-i' - -.... ,�\LENS,-`%.. �,��,- FLORIDA BUILDING CODE (High Y.I.Celty, Hu, cone Zons)l `�' ...... ` , . z /I - = . = : No 44167 ' . .2m XTEra. � 20 GAGE GALVANIZED STEEL STORM PANEL I " . I Co- .: I. INSTALLADONS ARE ONLY VALiD FOR BUILDINGS WITH. A�S�O. 0 = : * � :*g ---, I ESIGN LOADS t -1 - . UP -TO �556. -720 PSF AND PANEWS LENCIN UP TO W-S' I * . -- . . DIM 3 AID Ur-' -,f --- PROTECTION PRODUCTS, LLC.j ,�r 7- MR NEW WOOD FRAME COWRVa`TDN� WOOD MEMBERS I I 11 � -�, Z� - Z,e� // IILIECOjo- � ILK 5 STREET PINE NO, 2. W/ SPECIFIC: DO'S !�� ... ORI�w*-, '"' "KING, IONIA, Q.v- m I' 1 20 --- -"V,- 0 W 0, V�l -- A4 a,wis-4, ., 7, III -7w . �: Cia,)MIR-opst, -176 Ill- --I - I-f-.f - 1-f - , fut...... - �-k-�11- -Ti - Wk CA-flaw"s 't I 1 -- wAVAA4 A - I I MIA.�!Axl. -11-ILL A ,�. � - I . h� �::� �sww 2. . or a . . 'AM .Rum RECUIRM ; INSIALLAIION DETAILS FOR OETION #2 FOR UEE SAFETY STORM PANEL SYSTEM INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK KRUCIURES - 1 4' TAPCoN ANCHORS I 14�.- ThpcoN ANCHORS * of� D.C. a P` CC, I ` I -1-1 - PmRfm CONCRETE � .... � 1-4 CAP CONCRETE I � - RAEouwa .1 t �,� , . . I 11 ,��4--:-T,', �'�,j ; III, ; I � --v ; � 3 T .'=4 - ; � � 1.) i � i � E � � � Ilmw� I � � : I I I I ; ! � I: - -- -- k -- � 1. I i vl-] � , � -;,�f a--1--1 - i I , � ' . "' P,L,j W/ I #jtWo PANELMAIT I - - 7760 WIND NUT WASHER I 0 6 1;-Y.3,2,�, 1 MUMM U. .,no WALL MOUbQM IWAU.AIION SECIM M 0 REGUW EMIEL SCALE 3/6'- 1 - - -1 . a MAX SHEET 10 & 20 FOR AARNons TYK * AIOM "Ift !�n-� - , 1411A, I REAONG sm ASINJArIONS M110 WOOD -,- � � I . I FRAW "'A"" ... M. ARC 3 A MANUUM VACHON SPACINOS Aw MINIMUM _ ,4091WAC" CA-) --- I ma DISTANCE ARE NDIGhTM M DOS *-- &�00 j � - = SCM - --T , 'n MILE FOR CIA LESS THAN MADAM ON V.. AA-4 fc,�.-D;� 4i, ,0 SCHMALE REDUCE ANCIOR S"Aaw. BY - MULTIPLYING SPACING SIOWN ON SCHEDIAS MWAL rA am womomo FACM IN THE FOLLOWING FACTORS, FOR WS � OPERATION To BE pama-r ANIOXICED - ----- -I-i�r - - -1 - - - I I - 11 - --- SPAORD OIADUAW USING FACTOR SI,AL, NOT � - BE LESS TPA. MINIMUM SPACING, 140"IED � . - -1 -1,T111- I � --- -,-- 1 FOR C" -CHOR TYK 04 7.d5 SCHEDLIa , - ---- ��- -11---l- . I 6. - 'm -1 - -, I I—— -- - , . s t�r - - I r-C � , 1/4- � � , , , Ma�� I— I - �� . j, 3 � 7 . , I � ... -- "I "I ..I� - � 11,111, I i � cv-.r i - -� v : � .q � cl-j If- i� I � � - =1 I I -1 E C-4 � I . 0-2-4, - ... � � .- L I `�� I 0 116914 : I �.1-1-L 111� - W9 I � I - - I <1: L I .!!I =3 : I- 1 - I IT , t- , I I ! - '. Cl- , 107, �j 1 59 . - 11 - , - - --_-I:--- -, w . bi L" �� I i I e, I .1 111,M�-�i --.. - Cn � . , , - 1. WAtAI` AMI - *� 4 i l I i , �--- --,.4-- � -, I ,--.- --11 �i I : o � 1 4 1 1 � ; � I . I I � 111��: � - ( : . L ". I t, Ir - EDIA �,-,� : j �, . � , ; I I 1, 1. ,-,I L . ; F I-- , , z� I I - A ., _,,,j 11 - ��', . -10" PANEINATE PLUS W/ -, fg.* - 3/32' VAUD NUT WASHER �RE,ONG) I .-Pouko CONCRETE on CONCRETE BLOCK REWREO WALL MQMN9 INSTALL&TION SECTION 5B it 11111y"', 0 UFE JAFM PANEL � T , SCALE 3/8'-I" " �, -kV�-- " �Nr, EN$ . j',.�f'��, , - I .* , " t . . No� 44167 '. IE FLORIDA BUILDING CODE (High Velocity Hurrimns Z*n� *: .* _ I C w i �m DLTM. � - 20 GAGE GALVANIZED STEEL STORM PANEL 1 ,I . ".. ,TATE 9LE .,:CIz Zf I wom,W, 8, - 'tORIV , ;��> �1111"--, , � ..... :-i �� GLOBAL PROTECTION PRODUCTS, LLC.1 "'*wT" L 211.N!.A%0k f -� - lww . INGNIVENNIG CTMAPANI` 0", r, 3u,. '1111-,Z`� I MAI- L�� - - - - I. - om Jt.m lz!11=1.�:- PIORL (93�x&,�-15-f, I", Vo�ymvv 20-176 PLE. SEAL/SAGNATURE/oATE CA-IM019 -ooT - �- I - I - " - - rawm w *4TCA � nUXT 4'.. ,"L , I - 4 FP,WwI . � - . FINV U-` of "I'll -1 , I - � � f � . - Rhma's or,t -- - - 11 - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . " -= C10, 0 .- I - I - I - � - 4 �i � � Cr- - i2 - 3: -r : "033 = - - ;X. = :,. 01-, - -,, 's w I-, = m a: C. � C I z z w mi - -------- - SERIES 2000 & 1000 E-Z HANG STORM PANELS '/24 IlPi Cap, (sm '"�- 2 I DETAILS FOR (SCAA,E 1/2-1 -) 1f,61, SAA., V/24 * :��1:244*4 W/ OR W/O & 0 I-C (SCIE NOTE 2 BELON) v MI— 2'/24 V/24 w "All 5 2 ,4(sm NOTE � Mimi . EACH _ FOR CONCRETE A�� SU fl, 05"CAM (� .0)INTQJ!QURED CONCRETE -OR CONCREIE BLOCK OF � -: T I I- - ------ 2�41' - - -- S01IMMUE OR " I, ., -;,. ,� S!� - I WIMOLIJE ON SHEET 25; FOR WOOD, SCREW, !: It- - - Cow v V- I -I:.- - 3;EE SECTIC)Ns m SI'm 2. 02 I i -, ,--- I - . -- - - , - 1 15.196- (TOTAL WtDTN) -------- - - - - -- , - - � - - - --- 2250*-7 �� -2.591"- 1. MA., I i I I OWN" Mki*'AA, ' mm:;��.- -;16 � - qL. - - - P - 14. , sv� III Cfu� "': � �� 1, T --,1 - - - - 12,5W' (EFFECTIVE WIDTH) - - - I - ,.,- -- ,------, - . - -- - � - - -- - - HAT - -- - , - 'I - ,� , (m - a. 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"i 11� Ll-�-- 1-1-LAILU '] JA i i 0 t � � I 1 I -1 il I r I! 11 ; I I I i i I I F, I . fl], --- I ,I I 1� I I I I I I I I'll I I f -I-LL I r- I I - ii i i ! i i 11 H I I I I f I , I I i . � IL 1 L -- F1 I I l i . � I � I , � � --(,�) I i I � I I � - I t I [ � i 1 1 1 1" 1 11 4 � 4, I IL I ; -� I 6 A i 0 �� I I 1- , E i I I ! t � I UVERSED M MACK i I I I I * 11111 I I Ili I . ---r 4 t � I I i i I � -- ,L� T , 4 i ;I i I .li I , i , I I i . 1 1 1 , � � I 'I I R i : . � � I 11 . , I , U11 � - (1) RLYERSED *h" TRACK il r u, I tTifil i w I , I I ---- , , i, Ll � I I Al 1 i I I - I L- . - .- tg- 1 ""-." 6. -�,- . - I . I . ----� --I ; . � - -,- pmenwir cry,i) - ! W. I Mr. I`5 I 1 � -I- I ,1,=,,,y A , , - ? I =&.N - � v , , : --j,/.-v4 1 ---" I 1 -T lLlil � �-. F.-- - PANEL S Do LIP -�, - I �-,. ! SEE 4 BELOW � T � (D2� , ` `V` G 0- I - , , ,7, - - � -/ el I - M;� _ _ - - I t- : - i -- - MR CONCRETE MIOHORA� SEE L I I ! " �. L !a wrr, - . - - e - I - 250, I'll tc,,EvuLE - Swim 25; MR WOOD F!F:-� NAY BE LOCATW;f , 1 1/2- '-� wp-g ,'.'W, - I w- I MR W. sm"roax ;, TO GLIS5L - M,A,,P W" HEWED EOGE ,�� - -1 1 .750' - I !I . I AT CND OR S/2' 1 9 1 U/ w . � r ; I �, I � - �-�: L, I- ---- I �TE a � 0,, SEE SECTIONS QW, S,`w 26 " --- INTERIOR PANCLS-r- ! I mw OVERLAP - I I COX, O�ER"P TO OLM'S. 1, ,,-'I UVI, gs : - o- / _,L' _ ��,.IHLA2' "_ I , I 0 ./ OR ./a@ . 0 TO BE I f i - I � � g. i - �/ ....... �� _ � - '� �_ ,_, ±0411, Cols. I MAT . In=, �/- I i I I 'k 9 I oi�j � - X � 11 -1 i S' zop. I f- L ' CIO ""- i TYPICAL -ELUATION FOR SERIES 2000 RM HMICALE TO FACILITATE WVA"ALTIOW� -- - I I I �' <---�� . O I �==- - -I 4 I F I , % zFew-W, ,a 8, - AT - I .� / I I- I .,S . AV. I I -11 i A I 14 1-- ---- I I- I .T, I I .1 < � P, MWAL ELUMI 10 1900 M."N"6111STA"alm"C" i 11 --- - - ; - -* - - WnMTO BE LED PROM = -= '91 - I i 12� . I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . 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IE FLORIDA BUILDING CODE (High Velocity Hurrimns Z*n� *: .* _ I C w i �m DLTM. � - 20 GAGE GALVANIZED STEEL STORM PANEL 1 ,I . ".. ,TATE 9LE .,:CIz Zf I wom,W, 8, - 'tORIV , ;��> �1111"--, , � ..... :-i �� GLOBAL PROTECTION PRODUCTS, LLC.1 "'*wT" L 211.N!.A%0k f -� - lww . INGNIVENNIG CTMAPANI` 0", r, 3u,. '1111-,Z`� I MAI- L�� - - - - I. - om Jt.m lz!11=1.�:- PIORL (93�x&,�-15-f, I", Vo�ymvv 20-176 PLE. SEAL/SAGNATURE/oATE CA-IM019 -ooT - �- I - I - " - - rawm w *4TCA � nUXT 4'.. ,"L , I - 4 FP,WwI . � - . FINV U-` of "I'll -1 , I - � � f � . - Rhma's or,t -- - - 11 - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . 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I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. CAS )F ,zS - ---�,' TION PRODUCTS, LLC. - X ALUM, ANGLE �, . - - , - , 11LIECON AIM SA At STREET SCAM 1/2' - I' VIEW i� lt� �' -- ,. / 11LIEC in. � .m �. 5, � 0 3*x3:(m T STOP BAR I / 1 4W S., 51 STFRET . -�.`, I I -TT;1 - \ ��o z 1 LONG Z 111 TUVRA, Ak XOTIMEAUNT) COWANY �AIL -1 �00,,-.� "Lo o, .,.AWf-, IoNC`fffCAOVMC COW41ov .." `L =11 A #L�7rr.4, " Aw -1 A 20-176 E%NC=01114 I D'mr. VL mow). � T � - ...m A Ai�ft P,,OqE-. ('L,�7�5, TAX (9�)W-WM 20-176 1 X EF 1AtHLKR&7!PM, rW -176 F f'),'"", . ,4� I � , OW -.101 -, .,� � ��-- - TCAAT- - AMC -V� CM4)sw�zL F�l � � � � 0. �- I -., 20 < 6063-T5 Alum. ALLOY - 0* - ,,I,,!�S..q, � - V, IVIXI�lr - - 17-=41-111 I - ,� ,- '. Ilo�� IAI,.M,. (www N. C--ww'% ... � ... - - - .1 ! .7 IN-1 - I- - *AM & "1111,;."INIZOM11111i - : t, I T�N* PC Sw/5WAA4kTwvDm W&UP & ,�w , t -.1 - I &ak ii.kL�- ;;-m;-n-w-W 1 = I ML 1-1� IIAC � sim" 21 or Z, ""ODA TILL& .4. PF , E!, :jz=�zz-± =�- SWT - a 21 -�"��-�- I - I I . 0,9z �� I " - a- SHEET NO. SH 1.2, -----,.,- - Itj LLATION DETAIL5 EOR OPTIO #2 FOR LIFE a,AEETY STORM FANEL SYSTEM IN10 EXISTINQ WQQD SIBU.9WRES �" 17- ,.1- 'j-1. � - 11 I.,-- --- I— -- i- I - - r � a r 1 ;,� � I I ;� I j- . I - I . , ,,� �, - 714�� 1 " - . -1 �Ii , 1� I ,1 .1, " �. : � ,"' �-,l �, -1 IL I � , �: � I I - �, �',.- - 1,, � t 11 11- -- I I , . I , 11, � ! H ., 1 ,4::,- 1 , 1/4'0 TAPaA 0 6' OLC� , �, I � � � "" C" I i! �, "If/2,41K THREADED I., I t � - I.- I " I ED ,� "I f i� ,,, " � , ..' � I n 4 1 1 11 I PENE - I I I .- � � . h, � ,. , . �, I I � �i X1 WCAOCL r � � I I HEADER 1. � I il 1 I I . �, , .1 I I I te I , 1. I , � 11 :: . . I � i , I ; , I I moitll� � $ , � I I - .1 I � -1 � I -- f I "'" Ii � - - I , . I 1 . i /,� " j � 11, 1. I �, I I I -1 I . 1 2' , I WOOD READE , , I 1) . � i , I WOOD HEADER � , - I � REUUAAEO -- - � W .-"" REMPEO � - ,/ Nip, , " � 11 L - L [,__ , � - � '11 I , � I I Utt, �± i � I I . I I'. : [-If I A I 11%. � 1. . . I � , . , _0 I �� - i I I I .. I � -Q ' - �� 11 ��--- -, � . I I - 1/2. , , I , � I I " . � r � � . I L'Z.- � - -- I I , � I I I �, - ,,,, I - I -, .- 1 1 Low , . - - L J I I I . I .-I � � Art 1 1:31 1 , , , � I � - I . I I I I ib,. W-.�Tv. ! � I to= , � - ; I � �-- = I I I ; I E)OTTING ON lew 'a) ! 1 , 1 I GLASS - , I - �.-IAI- I , . I �-, `0 = I : I 'L, NIP, I .. . ", I 1, M mi � I PANEL LENGTH �:-=--�,--- - --- ?i-: PANEL I ENGTH . ( . ' � EXISTING mi SHEET HIT ; 1 SEE NOTE I BELGWj t/4--20.Wl; _I - I I I SEE NOTE I BELM __ __ . CLASS -1 ! MS _ _ � I I � S.S- . � � - . - - - - -----, : ,� I - I , � I � � r..w. 3/32 11 1�. i -� �, No V., I - - 1, , - - , � . -11 I 1, I , - ,:: �'-,, - -. , , ": W -'I,!,- I -- � `�L - � I - I � � 4,1%� , I - -- , - " -, .,� � � I . I � � ! 1 1 , , I I � I . � � - -- I � i : I I , 4 1 1 �� I - I � � L ', �J- - � ] ;, ; I -----i- - I - - -1 ---- � i I [ , I I - �'t, I . I t ! - ! i : 0 � . , i I I I I I I I I I I I . . I I ----, , I I . I I-1 I I i TTr7--- f ; I - I I I ---I- , . , , 'L----jv i . � , - , L : 6. & , - � ,- OOL 11 � ,� , 1 I- 1, I " "I, � I I 0 *-, ; L I - I 1�1 � � I Eo. I �- I � ,,� � 1. 7�7r ",-,,- -11 , 1, " I -- U I I -� � 1, - 1 - � -- -- -- 'I I : I i I I I � I I 1; , � I � 11 L I t . � , 2"�' WOOD P - , i ,7/3'. . 3132' WNG NUT 14 I � , oATE I , : I I �, � WASHER 0 5 1/4- D.C. VY4, WOW � � . �� I �' ?/8,0 x 3/42' WING NUT REQUIRED I . I REGUILHED -PLATE , � L i WASHER 0 (BEMNO) I � ; L : : I I i I - , I I � I 1. � . -E FILL, I � - -� ,, : #14-10 PANELmAll, ii- . "i � , I I � : 1* -,a PANELVATE PLUS - - ' i .% - , I .,�, I- -- - I . 9 ,�, I -� � : ,�, I 4 5 1/4- OX, W . 1-1 I . ; I/C O.0 w/1 i�a* ... I - IN. THREADE) PENETRATION : MIN. THREADED PENETRATION ,' 11 � AT MIDWIDTH OF PLATE AT MIOWIDTH OF PLATE . I . � A -- : ,_'rl I "I . � 1 n�� 1 --1 - I I 11 . - _- � 1, � - - - : I WALL MOU"NO RJUALLATION ,M-MSTAUADON ALIERNATM MW Viiii10104""o YL saw 0 R PANEL . ,�"�N.Ttqj,plkl. REGULA ,e; 9 WEE SAEM CAN SCALE 315-- I - i4A SCALE 4/4r-i' - -.... ,�\LENS,-`%.. �,��,- FLORIDA BUILDING CODE (High Y.I.Celty, Hu, cone Zons)l `�' ...... ` , . z /I - = . = : No 44167 ' . .2m XTEra. � 20 GAGE GALVANIZED STEEL STORM PANEL I " . I Co- .: I. INSTALLADONS ARE ONLY VALiD FOR BUILDINGS WITH. A�S�O. 0 = : * � :*g ---, I ESIGN LOADS t -1 - . UP -TO �556. -720 PSF AND PANEWS LENCIN UP TO W-S' I * . -- . . DIM 3 AID Ur-' -,f --- PROTECTION PRODUCTS, LLC.j ,�r 7- MR NEW WOOD FRAME COWRVa`TDN� WOOD MEMBERS I I 11 � -�, Z� - Z,e� // IILIECOjo- � ILK 5 STREET PINE NO, 2. W/ SPECIFIC: DO'S !�� ... ORI�w*-, '"' "KING, IONIA, Q.v- m I' 1 20 --- -"V,- 0 W 0, V�l -- A4 a,wis-4, ., 7, III -7w . �: Cia,)MIR-opst, -176 Ill- --I - I-f-.f - 1-f - , fut...... - �-k-�11- -Ti - Wk CA-flaw"s 't I 1 -- wAVAA4 A - I I MIA.�!Axl. -11-ILL A ,�. � - I . h� �::� �sww 2. . or a . . 'AM .Rum RECUIRM ; INSIALLAIION DETAILS FOR OETION #2 FOR UEE SAFETY STORM PANEL SYSTEM INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK KRUCIURES - 1 4' TAPCoN ANCHORS I 14�.- ThpcoN ANCHORS * of� D.C. a P` CC, I ` I -1-1 - PmRfm CONCRETE � .... � 1-4 CAP CONCRETE I � - RAEouwa .1 t �,� , . . I 11 ,��4--:-T,', �'�,j ; III, ; I � --v ; � 3 T .'=4 - ; � � 1.) i � i � E � � � Ilmw� I � � : I I I I ; ! � I: - -- -- k -- � 1. I i vl-] � , � -;,�f a--1--1 - i I , � ' . "' P,L,j W/ I #jtWo PANELMAIT I - - 7760 WIND NUT WASHER I 0 6 1;-Y.3,2,�, 1 MUMM U. .,no WALL MOUbQM IWAU.AIION SECIM M 0 REGUW EMIEL SCALE 3/6'- 1 - - -1 . a MAX SHEET 10 & 20 FOR AARNons TYK * AIOM "Ift !�n-� - , 1411A, I REAONG sm ASINJArIONS M110 WOOD -,- � � I . I FRAW "'A"" ... M. ARC 3 A MANUUM VACHON SPACINOS Aw MINIMUM _ ,4091WAC" CA-) --- I ma DISTANCE ARE NDIGhTM M DOS *-- &�00 j � - = SCM - --T , 'n MILE FOR CIA LESS THAN MADAM ON V.. AA-4 fc,�.-D;� 4i, ,0 SCHMALE REDUCE ANCIOR S"Aaw. BY - MULTIPLYING SPACING SIOWN ON SCHEDIAS MWAL rA am womomo FACM IN THE FOLLOWING FACTORS, FOR WS � OPERATION To BE pama-r ANIOXICED - ----- -I-i�r - - -1 - - - I I - 11 - --- SPAORD OIADUAW USING FACTOR SI,AL, NOT � - BE LESS TPA. MINIMUM SPACING, 140"IED � . - -1 -1,T111- I � --- -,-- 1 FOR C" -CHOR TYK 04 7.d5 SCHEDLIa , - ---- ��- -11---l- . I 6. - 'm -1 - -, I I—— -- - , . s t�r - - I r-C � , 1/4- � � , , , Ma�� I— I - �� . j, 3 � 7 . , I � ... -- "I "I ..I� - � 11,111, I i � cv-.r i - -� v : � .q � cl-j If- i� I � � - =1 I I -1 E C-4 � I . 0-2-4, - ... � � .- L I `�� I 0 116914 : I �.1-1-L 111� - W9 I � I - - I <1: L I .!!I =3 : I- 1 - I IT , t- , I I ! - '. Cl- , 107, �j 1 59 . - 11 - , - - --_-I:--- -, w . bi L" �� I i I e, I .1 111,M�-�i --.. - Cn � . , , - 1. WAtAI` AMI - *� 4 i l I i , �--- --,.4-- � -, I ,--.- --11 �i I : o � 1 4 1 1 � ; � I . I I � 111��: � - ( : . L ". I t, Ir - EDIA �,-,� : j �, . � , ; I I 1, 1. ,-,I L . ; F I-- , , z� I I - A ., _,,,j 11 - ��', . -10" PANEINATE PLUS W/ -, fg.* - 3/32' VAUD NUT WASHER �RE,ONG) I .-Pouko CONCRETE on CONCRETE BLOCK REWREO WALL MQMN9 INSTALL&TION SECTION 5B it 11111y"', 0 UFE JAFM PANEL � T , SCALE 3/8'-I" " �, -kV�-- " �Nr, EN$ . j',.�f'��, , - I .* , " t . . No� 44167 '. IE FLORIDA BUILDING CODE (High Velocity Hurrimns Z*n� *: .* _ I C w i �m DLTM. � - 20 GAGE GALVANIZED STEEL STORM PANEL 1 ,I . ".. ,TATE 9LE .,:CIz Zf I wom,W, 8, - 'tORIV , ;��> �1111"--, , � ..... :-i �� GLOBAL PROTECTION PRODUCTS, LLC.1 "'*wT" L 211.N!.A%0k f -� - lww . INGNIVENNIG CTMAPANI` 0", r, 3u,. '1111-,Z`� I MAI- L�� - - - - I. - om Jt.m lz!11=1.�:- PIORL (93�x&,�-15-f, I", Vo�ymvv 20-176 PLE. SEAL/SAGNATURE/oATE CA-IM019 -ooT - �- I - I - " - - rawm w *4TCA � nUXT 4'.. ,"L , I - 4 FP,WwI . � - . FINV U-` of "I'll -1 , I - � � f � . - Rhma's or,t -- - - 11 - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . " -= C10, 0 .- I - I - I - � - 4 �i � � Cr- - i2 - 3: -r : "033 = - - ;X. = :,. 01-, - -,, 's w I-, = m a: C. � C I z z w mi - -------- - SERIES 2000 & 1000 E-Z HANG STORM PANELS '/24 IlPi Cap, (sm '"�- 2 I DETAILS FOR (SCAA,E 1/2-1 -) 1f,61, SAA., V/24 * :��1:244*4 W/ OR W/O & 0 I-C (SCIE NOTE 2 BELON) v MI— 2'/24 V/24 w "All 5 2 ,4(sm NOTE � Mimi . EACH _ FOR CONCRETE A�� SU fl, 05"CAM (� .0)INTQJ!QURED CONCRETE -OR CONCREIE BLOCK OF � -: T I I- - ------ 2�41' - - -- S01IMMUE OR " I, ., -;,. ,� S!� - I WIMOLIJE ON SHEET 25; FOR WOOD, SCREW, !: It- - - Cow v V- I -I:.- - 3;EE SECTIC)Ns m SI'm 2. 02 I i -, ,--- I - . -- - - , - 1 15.196- (TOTAL WtDTN) -------- - - - - -- , - - � - - - --- 2250*-7 �� -2.591"- 1. MA., I i I I OWN" Mki*'AA, ' mm:;��.- -;16 � - qL. - - - P - 14. , sv� III Cfu� "': � �� 1, T --,1 - - - - 12,5W' (EFFECTIVE WIDTH) - - - I - ,.,- -- ,------, - . - -- - � - - -- - - HAT - -- - , - 'I - ,� , (m - a. 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L !a wrr, - . - - e - I - 250, I'll tc,,EvuLE - Swim 25; MR WOOD F!F:-� NAY BE LOCATW;f , 1 1/2- '-� wp-g ,'.'W, - I w- I MR W. sm"roax ;, TO GLIS5L - M,A,,P W" HEWED EOGE ,�� - -1 1 .750' - I !I . I AT CND OR S/2' 1 9 1 U/ w . � r ; I �, I � - �-�: L, I- ---- I �TE a � 0,, SEE SECTIONS QW, S,`w 26 " --- INTERIOR PANCLS-r- ! I mw OVERLAP - I I COX, O�ER"P TO OLM'S. 1, ,,-'I UVI, gs : - o- / _,L' _ ��,.IHLA2' "_ I , I 0 ./ OR ./a@ . 0 TO BE I f i - I � � g. i - �/ ....... �� _ � - '� �_ ,_, ±0411, Cols. I MAT . In=, �/- I i I I 'k 9 I oi�j � - X � 11 -1 i S' zop. I f- L ' CIO ""- i TYPICAL -ELUATION FOR SERIES 2000 RM HMICALE TO FACILITATE WVA"ALTIOW� -- - I I I �' <---�� . O I �==- - -I 4 I F I , % zFew-W, ,a 8, - AT - I .� / I I- I .,S . AV. I I -11 i A I 14 1-- ---- I I- I .T, I I .1 < � P, MWAL ELUMI 10 1900 M."N"6111STA"alm"C" i 11 --- - - ; - -* - - WnMTO BE LED PROM = -= '91 - I i 12� . I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. 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SH 1.2, 'AM .Rum RECUIRM ; INSIALLAIION DETAILS FOR OETION #2 FOR UEE SAFETY STORM PANEL SYSTEM INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK KRUCIURES - 1 4' TAPCoN ANCHORS I 14�.- ThpcoN ANCHORS * of� D.C. a P` CC, I ` I -1-1 - PmRfm CONCRETE � .... � 1-4 CAP CONCRETE I � - RAEouwa .1 t �,� , . . I 11 ,��4--:-T,', �'�,j ; III, ; I � --v ; � 3 T .'=4 - ; � � 1.) i � i � E � � � Ilmw� I � � : I I I I ; ! � I: - -- -- k -- � 1. I i vl-] � , � -;,�f a--1--1 - i I , � ' . "' P,L,j W/ I #jtWo PANELMAIT I - - 7760 WIND NUT WASHER I 0 6 1;-Y.3,2,�, 1 MUMM U. .,no WALL MOUbQM IWAU.AIION SECIM M 0 REGUW EMIEL SCALE 3/6'- 1 - - -1 . a MAX SHEET 10 & 20 FOR AARNons TYK * AIOM "Ift !�n-� - , 1411A, I REAONG sm ASINJArIONS M110 WOOD -,- � � I . I FRAW "'A"" ... M. ARC 3 A MANUUM VACHON SPACINOS Aw MINIMUM _ ,4091WAC" CA-) --- I ma DISTANCE ARE NDIGhTM M DOS *-- &�00 j � - = SCM - --T , 'n MILE FOR CIA LESS THAN MADAM ON V.. AA-4 fc,�.-D;� 4i, ,0 SCHMALE REDUCE ANCIOR S"Aaw. BY - MULTIPLYING SPACING SIOWN ON SCHEDIAS MWAL rA am womomo FACM IN THE FOLLOWING FACTORS, FOR WS � OPERATION To BE pama-r ANIOXICED - ----- -I-i�r - - -1 - - - I I - 11 - --- SPAORD OIADUAW USING FACTOR SI,AL, NOT � - BE LESS TPA. MINIMUM SPACING, 140"IED � . - -1 -1,T111- I � --- -,-- 1 FOR C" -CHOR TYK 04 7.d5 SCHEDLIa , - ---- ��- -11---l- . I 6. - 'm -1 - -, I I—— -- - , . s t�r - - I r-C � , 1/4- � � , , , Ma�� I— I - �� . j, 3 � 7 . , I � ... -- "I "I ..I� - � 11,111, I i � cv-.r i - -� v : � .q � cl-j If- i� I � � - =1 I I -1 E C-4 � I . 0-2-4, - ... � � .- L I `�� I 0 116914 : I �.1-1-L 111� - W9 I � I - - I <1: L I .!!I =3 : I- 1 - I IT , t- , I I ! - '. Cl- , 107, �j 1 59 . - 11 - , - - --_-I:--- -, w . bi L" �� I i I e, I .1 111,M�-�i --.. - Cn � . , , - 1. WAtAI` AMI - *� 4 i l I i , �--- --,.4-- � -, I ,--.- --11 �i I : o � 1 4 1 1 � ; � I . I I � 111��: � - ( : . L ". I t, Ir - EDIA �,-,� : j �, . � , ; I I 1, 1. ,-,I L . ; F I-- , , z� I I - A ., _,,,j 11 - ��', . -10" PANEINATE PLUS W/ -, fg.* - 3/32' VAUD NUT WASHER �RE,ONG) I .-Pouko CONCRETE on CONCRETE BLOCK REWREO WALL MQMN9 INSTALL&TION SECTION 5B it 11111y"', 0 UFE JAFM PANEL � T , SCALE 3/8'-I" " �, -kV�-- " �Nr, EN$ . j',.�f'��, , - I .* , " t . . No� 44167 '. IE FLORIDA BUILDING CODE (High Velocity Hurrimns Z*n� *: .* _ I C w i �m DLTM. � - 20 GAGE GALVANIZED STEEL STORM PANEL 1 ,I . ".. ,TATE 9LE .,:CIz Zf I wom,W, 8, - 'tORIV , ;��> �1111"--, , � ..... :-i �� GLOBAL PROTECTION PRODUCTS, LLC.1 "'*wT" L 211.N!.A%0k f -� - lww . INGNIVENNIG CTMAPANI` 0", r, 3u,. '1111-,Z`� I MAI- L�� - - - - I. - om Jt.m lz!11=1.�:- PIORL (93�x&,�-15-f, I", Vo�ymvv 20-176 PLE. SEAL/SAGNATURE/oATE CA-IM019 -ooT - �- I - I - " - - rawm w *4TCA � nUXT 4'.. ,"L , I - 4 FP,WwI . � - . FINV U-` of "I'll -1 , I - � � f � . - Rhma's or,t -- - - 11 - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . 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L !a wrr, - . - - e - I - 250, I'll tc,,EvuLE - Swim 25; MR WOOD F!F:-� NAY BE LOCATW;f , 1 1/2- '-� wp-g ,'.'W, - I w- I MR W. sm"roax ;, TO GLIS5L - M,A,,P W" HEWED EOGE ,�� - -1 1 .750' - I !I . I AT CND OR S/2' 1 9 1 U/ w . � r ; I �, I � - �-�: L, I- ---- I �TE a � 0,, SEE SECTIONS QW, S,`w 26 " --- INTERIOR PANCLS-r- ! I mw OVERLAP - I I COX, O�ER"P TO OLM'S. 1, ,,-'I UVI, gs : - o- / _,L' _ ��,.IHLA2' "_ I , I 0 ./ OR ./a@ . 0 TO BE I f i - I � � g. i - �/ ....... �� _ � - '� �_ ,_, ±0411, Cols. I MAT . In=, �/- I i I I 'k 9 I oi�j � - X � 11 -1 i S' zop. I f- L ' CIO ""- i TYPICAL -ELUATION FOR SERIES 2000 RM HMICALE TO FACILITATE WVA"ALTIOW� -- - I I I �' <---�� . O I �==- - -I 4 I F I , % zFew-W, ,a 8, - AT - I .� / I I- I .,S . AV. I I -11 i A I 14 1-- ---- I I- I .T, I I .1 < � P, MWAL ELUMI 10 1900 M."N"6111STA"alm"C" i 11 --- - - ; - -* - - WnMTO BE LED PROM = -= '91 - I i 12� . I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. CAS )F ,zS - ---�,' TION PRODUCTS, LLC. - X ALUM, ANGLE �, . - - , - , 11LIECON AIM SA At STREET SCAM 1/2' - I' VIEW i� lt� �' -- ,. / 11LIEC in. � .m �. 5, � 0 3*x3:(m T STOP BAR I / 1 4W S., 51 STFRET . -�.`, I I -TT;1 - \ ��o z 1 LONG Z 111 TUVRA, Ak XOTIMEAUNT) COWANY �AIL -1 �00,,-.� "Lo o, .,.AWf-, IoNC`fffCAOVMC COW41ov .." `L =11 A #L�7rr.4, " Aw -1 A 20-176 E%NC=01114 I D'mr. VL mow). � T � - ...m A Ai�ft P,,OqE-. ('L,�7�5, TAX (9�)W-WM 20-176 1 X EF 1AtHLKR&7!PM, rW -176 F f'),'"", . ,4� I � , OW -.101 -, .,� � ��-- - TCAAT- - AMC -V� CM4)sw�zL F�l � � � � 0. �- I -., 20 < 6063-T5 Alum. ALLOY - 0* - ,,I,,!�S..q, � - V, IVIXI�lr - - 17-=41-111 I - ,� ,- '. Ilo�� IAI,.M,. (www N. C--ww'% ... � ... - - - .1 ! .7 IN-1 - I- - *AM & "1111,;."INIZOM11111i - : t, I T�N* PC Sw/5WAA4kTwvDm W&UP & ,�w , t -.1 - I &ak ii.kL�- ;;-m;-n-w-W 1 = I ML 1-1� IIAC � sim" 21 or Z, ""ODA TILL& .4. PF , E!, :jz=�zz-± =�- SWT - a 21 -�"��-�- I - I I . 0,9z �� I " - a- SHEET NO. SH 1.2, INSIALLAIION DETAILS FOR OETION #2 FOR UEE SAFETY STORM PANEL SYSTEM INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK KRUCIURES - 1 4' TAPCoN ANCHORS I 14�.- ThpcoN ANCHORS * of� D.C. a P` CC, I ` I -1-1 - PmRfm CONCRETE � .... � 1-4 CAP CONCRETE I � - RAEouwa .1 t �,� , . . I 11 ,��4--:-T,', �'�,j ; III, ; I � --v ; � 3 T .'=4 - ; � � 1.) i � i � E � � � Ilmw� I � � : I I I I ; ! � I: - -- -- k -- � 1. I i vl-] � , � -;,�f a--1--1 - i I , � ' . "' P,L,j W/ I #jtWo PANELMAIT I - - 7760 WIND NUT WASHER I 0 6 1;-Y.3,2,�, 1 MUMM U. .,no WALL MOUbQM IWAU.AIION SECIM M 0 REGUW EMIEL SCALE 3/6'- 1 - - -1 . a MAX SHEET 10 & 20 FOR AARNons TYK * AIOM "Ift !�n-� - , 1411A, I REAONG sm ASINJArIONS M110 WOOD -,- � � I . I FRAW "'A"" ... M. ARC 3 A MANUUM VACHON SPACINOS Aw MINIMUM _ ,4091WAC" CA-) --- I ma DISTANCE ARE NDIGhTM M DOS *-- &�00 j � - = SCM - --T , 'n MILE FOR CIA LESS THAN MADAM ON V.. AA-4 fc,�.-D;� 4i, ,0 SCHMALE REDUCE ANCIOR S"Aaw. BY - MULTIPLYING SPACING SIOWN ON SCHEDIAS MWAL rA am womomo FACM IN THE FOLLOWING FACTORS, FOR WS � OPERATION To BE pama-r ANIOXICED - ----- -I-i�r - - -1 - - - I I - 11 - --- SPAORD OIADUAW USING FACTOR SI,AL, NOT � - BE LESS TPA. MINIMUM SPACING, 140"IED � . - -1 -1,T111- I � --- -,-- 1 FOR C" -CHOR TYK 04 7.d5 SCHEDLIa , - ---- ��- -11---l- . I 6. - 'm -1 - -, I I—— -- - , . s t�r - - I r-C � , 1/4- � � , , , Ma�� I— I - �� . j, 3 � 7 . , I � ... -- "I "I ..I� - � 11,111, I i � cv-.r i - -� v : � .q � cl-j If- i� I � � - =1 I I -1 E C-4 � I . 0-2-4, - ... � � .- L I `�� I 0 116914 : I �.1-1-L 111� - W9 I � I - - I <1: L I .!!I =3 : I- 1 - I IT , t- , I I ! - '. Cl- , 107, �j 1 59 . - 11 - , - - --_-I:--- -, w . bi L" �� I i I e, I .1 111,M�-�i --.. - Cn � . , , - 1. WAtAI` AMI - *� 4 i l I i , �--- --,.4-- � -, I ,--.- --11 �i I : o � 1 4 1 1 � ; � I . I I � 111��: � - ( : . L ". I t, Ir - EDIA �,-,� : j �, . � , ; I I 1, 1. ,-,I L . ; F I-- , , z� I I - A ., _,,,j 11 - ��', . -10" PANEINATE PLUS W/ -, fg.* - 3/32' VAUD NUT WASHER �RE,ONG) I .-Pouko CONCRETE on CONCRETE BLOCK REWREO WALL MQMN9 INSTALL&TION SECTION 5B it 11111y"', 0 UFE JAFM PANEL � T , SCALE 3/8'-I" " �, -kV�-- " �Nr, EN$ . j',.�f'��, , - I .* , " t . . No� 44167 '. IE FLORIDA BUILDING CODE (High Velocity Hurrimns Z*n� *: .* _ I C w i �m DLTM. � - 20 GAGE GALVANIZED STEEL STORM PANEL 1 ,I . ".. ,TATE 9LE .,:CIz Zf I wom,W, 8, - 'tORIV , ;��> �1111"--, , � ..... :-i �� GLOBAL PROTECTION PRODUCTS, LLC.1 "'*wT" L 211.N!.A%0k f -� - lww . INGNIVENNIG CTMAPANI` 0", r, 3u,. '1111-,Z`� I MAI- L�� - - - - I. - om Jt.m lz!11=1.�:- PIORL (93�x&,�-15-f, I", Vo�ymvv 20-176 PLE. SEAL/SAGNATURE/oATE CA-IM019 -ooT - �- I - I - " - - rawm w *4TCA � nUXT 4'.. ,"L , I - 4 FP,WwI . � - . FINV U-` of "I'll -1 , I - � � f � . - Rhma's or,t -- - - 11 - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . 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L !a wrr, - . - - e - I - 250, I'll tc,,EvuLE - Swim 25; MR WOOD F!F:-� NAY BE LOCATW;f , 1 1/2- '-� wp-g ,'.'W, - I w- I MR W. sm"roax ;, TO GLIS5L - M,A,,P W" HEWED EOGE ,�� - -1 1 .750' - I !I . I AT CND OR S/2' 1 9 1 U/ w . � r ; I �, I � - �-�: L, I- ---- I �TE a � 0,, SEE SECTIONS QW, S,`w 26 " --- INTERIOR PANCLS-r- ! I mw OVERLAP - I I COX, O�ER"P TO OLM'S. 1, ,,-'I UVI, gs : - o- / _,L' _ ��,.IHLA2' "_ I , I 0 ./ OR ./a@ . 0 TO BE I f i - I � � g. i - �/ ....... �� _ � - '� �_ ,_, ±0411, Cols. I MAT . In=, �/- I i I I 'k 9 I oi�j � - X � 11 -1 i S' zop. I f- L ' CIO ""- i TYPICAL -ELUATION FOR SERIES 2000 RM HMICALE TO FACILITATE WVA"ALTIOW� -- - I I I �' <---�� . O I �==- - -I 4 I F I , % zFew-W, ,a 8, - AT - I .� / I I- I .,S . AV. I I -11 i A I 14 1-- ---- I I- I .T, I I .1 < � P, MWAL ELUMI 10 1900 M."N"6111STA"alm"C" i 11 --- - - ; - -* - - WnMTO BE LED PROM = -= '91 - I i 12� . I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. CAS )F ,zS - ---�,' TION PRODUCTS, LLC. - X ALUM, ANGLE �, . - - , - , 11LIECON AIM SA At STREET SCAM 1/2' - I' VIEW i� lt� �' -- ,. / 11LIEC in. � .m �. 5, � 0 3*x3:(m T STOP BAR I / 1 4W S., 51 STFRET . -�.`, I I -TT;1 - \ ��o z 1 LONG Z 111 TUVRA, Ak XOTIMEAUNT) COWANY �AIL -1 �00,,-.� "Lo o, .,.AWf-, IoNC`fffCAOVMC COW41ov .." `L =11 A #L�7rr.4, " Aw -1 A 20-176 E%NC=01114 I D'mr. VL mow). � T � - ...m A Ai�ft P,,OqE-. ('L,�7�5, TAX (9�)W-WM 20-176 1 X EF 1AtHLKR&7!PM, rW -176 F f'),'"", . ,4� I � , OW -.101 -, .,� � ��-- - TCAAT- - AMC -V� CM4)sw�zL F�l � � � � 0. �- I -., 20 < 6063-T5 Alum. ALLOY - 0* - ,,I,,!�S..q, � - V, IVIXI�lr - - 17-=41-111 I - ,� ,- '. Ilo�� IAI,.M,. (www N. C--ww'% ... � ... - - - .1 ! .7 IN-1 - I- - *AM & "1111,;."INIZOM11111i - : t, I T�N* PC Sw/5WAA4kTwvDm W&UP & ,�w , t -.1 - I &ak ii.kL�- ;;-m;-n-w-W 1 = I ML 1-1� IIAC � sim" 21 or Z, ""ODA TILL& .4. PF , E!, :jz=�zz-± =�- SWT - a 21 -�"��-�- I - I I . 0,9z �� I " - a- SHEET NO. SH 1.2, " �, -kV�-- " �Nr, EN$ . j',.�f'��, , - I .* , " t . . No� 44167 '. IE FLORIDA BUILDING CODE (High Velocity Hurrimns Z*n� *: .* _ I C w i �m DLTM. � - 20 GAGE GALVANIZED STEEL STORM PANEL 1 ,I . ".. ,TATE 9LE .,:CIz Zf I wom,W, 8, - 'tORIV , ;��> �1111"--, , � ..... :-i �� GLOBAL PROTECTION PRODUCTS, LLC.1 "'*wT" L 211.N!.A%0k f -� - lww . INGNIVENNIG CTMAPANI` 0", r, 3u,. '1111-,Z`� I MAI- L�� - - - - I. - om Jt.m lz!11=1.�:- PIORL (93�x&,�-15-f, I", Vo�ymvv 20-176 PLE. SEAL/SAGNATURE/oATE CA-IM019 -ooT - �- I - I - " - - rawm w *4TCA � nUXT 4'.. ,"L , I - 4 FP,WwI . � - . FINV U-` of "I'll -1 , I - � � f � . - Rhma's or,t -- - - 11 - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . 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L !a wrr, - . - - e - I - 250, I'll tc,,EvuLE - Swim 25; MR WOOD F!F:-� NAY BE LOCATW;f , 1 1/2- '-� wp-g ,'.'W, - I w- I MR W. sm"roax ;, TO GLIS5L - M,A,,P W" HEWED EOGE ,�� - -1 1 .750' - I !I . I AT CND OR S/2' 1 9 1 U/ w . � r ; I �, I � - �-�: L, I- ---- I �TE a � 0,, SEE SECTIONS QW, S,`w 26 " --- INTERIOR PANCLS-r- ! I mw OVERLAP - I I COX, O�ER"P TO OLM'S. 1, ,,-'I UVI, gs : - o- / _,L' _ ��,.IHLA2' "_ I , I 0 ./ OR ./a@ . 0 TO BE I f i - I � � g. i - �/ ....... �� _ � - '� �_ ,_, ±0411, Cols. I MAT . In=, �/- I i I I 'k 9 I oi�j � - X � 11 -1 i S' zop. I f- L ' CIO ""- i TYPICAL -ELUATION FOR SERIES 2000 RM HMICALE TO FACILITATE WVA"ALTIOW� -- - I I I �' <---�� . O I �==- - -I 4 I F I , % zFew-W, ,a 8, - AT - I .� / I I- I .,S . AV. I I -11 i A I 14 1-- ---- I I- I .T, I I .1 < � P, MWAL ELUMI 10 1900 M."N"6111STA"alm"C" i 11 --- - - ; - -* - - WnMTO BE LED PROM = -= '91 - I i 12� . I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. CAS )F ,zS - ---�,' TION PRODUCTS, LLC. - X ALUM, ANGLE �, . - - , - , 11LIECON AIM SA At STREET SCAM 1/2' - I' VIEW i� lt� �' -- ,. / 11LIEC in. � .m �. 5, � 0 3*x3:(m T STOP BAR I / 1 4W S., 51 STFRET . -�.`, I I -TT;1 - \ ��o z 1 LONG Z 111 TUVRA, Ak XOTIMEAUNT) COWANY �AIL -1 �00,,-.� "Lo o, .,.AWf-, IoNC`fffCAOVMC COW41ov .." `L =11 A #L�7rr.4, " Aw -1 A 20-176 E%NC=01114 I D'mr. VL mow). � T � - ...m A Ai�ft P,,OqE-. ('L,�7�5, TAX (9�)W-WM 20-176 1 X EF 1AtHLKR&7!PM, rW -176 F f'),'"", . ,4� I � , OW -.101 -, .,� � ��-- - TCAAT- - AMC -V� CM4)sw�zL F�l � � � � 0. �- I -., 20 < 6063-T5 Alum. ALLOY - 0* - ,,I,,!�S..q, � - V, IVIXI�lr - - 17-=41-111 I - ,� ,- '. Ilo�� IAI,.M,. (www N. C--ww'% ... � ... - - - .1 ! .7 IN-1 - I- - *AM & "1111,;."INIZOM11111i - : t, I T�N* PC Sw/5WAA4kTwvDm W&UP & ,�w , t -.1 - I &ak ii.kL�- ;;-m;-n-w-W 1 = I ML 1-1� IIAC � sim" 21 or Z, ""ODA TILL& .4. PF , E!, :jz=�zz-± =�- SWT - a 21 -�"��-�- I - I I . 0,9z �� I " - a- SHEET NO. SH 1.2, - - I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.Ij MINIMUM EMBEDMENT OF TAPCGN ANCHORS AND PANELMATE FEMALE O & PANE"ATE PLUS INTO CONCRETE ACCORWCf WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOAUS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEN11ONED COOE� 82) MINIMUM EMBEIGME00 Of 1/4-0 X 7/a- CALK-ft,A AWHOM SHALL BE IS ?/a- INTO CONCRETE� IVA A WIND SPEED AS REQUIRED BY THE 4ILMISDICTAGNI WHERE SHUTTERS WALL BE 1111 AND No EMBEDMENT INTO ANY FINISH MATERIAL $KAU BE PERMITTED. THE AIZI,�4 FOR A ORRECTIONAITTY FAC100 Xd-OSS, USING ASCE 7-1 6 AND WS HOT EXCEED Lt. f,,,Q) 1/4' of-" ,'S SOMALI( BOLTS USED SHALL BE LONG tROUGH(SHOVILD ANY FINISH, MATERIAL EXIST) to DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4� INTO ANCROM M OROFR TO VERIFY TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.SX. DESIGq WING LOADS By MULTIPLYING THEM W OS IN ORDER TO S-3) IN CASE THIAT PRECAST STORE, OR PRECAST C04CRETE PANELS SE FOUND ON INS EXISTING WALL, TO COMPARE THM W/ MAX. (A.SO� DESIGN PRESSURE RA71NGS ROAMED ON S`4wS 2t & 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE �N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TISTM WERE NOT OVER STRESSED, A 33X INCREASE SHALL BE AS MENITIONED IN 8�1) AND IN BLS)� N ALLOWABLE STREW FOR WIND LOPOS WAS HOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N-Q.S� 2015- X) ANCHORS SHALL BE 04STALLED FOLLOWING ALL OF THE RECOMMENDAIGNS AND I-MMATIONS OF THE ANCHQR*S Ev tJ4 VERIFIED IN ACCORDANCE WrK SECTION 1626 OF -URIOI , STORM PAN S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS Jet MANUFACT THE ABOVIE MENTIONED CODE AS PER FENESTRAMN TWING, LABORATORY, INC, REPORT i 2032, AS PRWIGGOIS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'to VERIFY THE SOUNDNESS a,- 7HE STRUCTURE woom S,�f �,Lq TAS-202 AND TAS-203, IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THOt SHUTTER SKVI ONLY ISES ATTACHED TO CONCRETE, BLOCK 2� TIOS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING AC,OM)NG 1AE OPENING FROM THE OR WOOD FRAME BUILDINGS, NSIDE W", THE USE OF A LADDER OR LOT THIS APPLICATION IS VAUD WHEN INSTALLNTON IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK Af.f. SHUMMR COMPONENT WGEs WHIGH REMAIN TAL CONTINUMS FROM THE IAFSCD`- Of STRUCTURE- CONTACT WITH THE RULLONG 10 PREVENT WINO/RAN INTRUSION, CAVIX AND SEAL SHvrSR TRACKS A -'I, AROUND FULL 3. SERIES 100 INSTIALLATICAN IS APPUGARLE T43 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED YO SIC LENGTH PERFORMED FROM THE INS:DL OF STRUMIRE 13 STORM PANEL INVALLA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS IRAWIM, PLUS ANY 81111ENC AND ZONING 4. SERIES 2000 NSIALIA11ON 6 APPLICABLE 'O SINGLE AND DOUBLE HUNG AND 14ORRONTAL SUDIM STYLE WfNDOW5 WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO HE PERFORMED FROM THE INSIDE OF STRIZTJRL I- ATRIUM WINDOWS AND DOORS. IK- E - Z HANG STORM PANfl SYSTEM'- IS PAID9 PEN= 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT VVALUAIION DOCUMENT (P.Cb.) PREPARED BY THIS EKINEEA IS GENER,io; AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�#� WHERE THE SITE CONDITIONS DEMIE FROM THE P.U. 6. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-004 AULOY� (b) CONTRACTOR ZG at RESPONSTEILE FOR THE SELECTION, PURCHASE AND LoASEAUATION INCLUDLNG LIFE SAFETY OF 7- AM STEEL SHECr MMAL PANELS $HALL HAVE STRUCTURAL QUALITY STI-,V- ASTM A-853 DROOL SO Mf�,, GALVANIZED STEEL TH:S PRODUCT BASED ON THE PE,O PROVIRM HE/SHF, DOES 140T DMAT1, MOM nif CONDITIONS DETAILED ON[ CIESiGNATION WIFY- 58S "� (AFTER AOUXO�, THS DOCUMENT WN�UCTION SAFETY AT SITE IS THE CONTRACTOWS RCSNQN1SjEoUFy� 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 NSI SERIES OR COMMON RESISTANT CakTIED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WILL RE CDNEAGEM JNV,AIJD IF MODIFIED, 50018 W1 SO k, YIM SIACENGTH AND 90 k.i IIIENStLE SIREN17TH & SHALL COMPLY W/ FLORIDA 13U,LOINC CODE SECTION 2411,3,3.. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. RMSTERED, ENGINEER, OR ARCHITECT WHICH. WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEM, 04 AN 304 SERIES STAINLESS STEEL. WrTH 36 kii MINIMUM V.TEUD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER. U OF THE P.E.O, ENGINEER Of A D� ACTING AS A DELEGATED ENGINEER TO THE P1 D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT ,TO THIS LATTER THE S*TT SPECIFIC DRAIMAICS FOR REVIEW (A) M-udzsii-�Lsmum� (e) THIS P&M. SUALf, BEAR THE DATE AND OF0GxNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4-0 1AFCON ANCHORS AS MANUFACTURED BY IT W� 41VII.M. INC, I IAL V-3192 a..,.) RECORD THAT PREPARED, N - I/C 0 X 7/6' CALK -IN ANCHORS, AS MANUFAMIALED BY DOWALT I , � (NAM f'-.1000 0.�;) 16- STORM PANEL VANUFAM"ER'S LABEL SHALt BE LOCATED ON A READILY VISIBLE LOCAMON AT STORM PANEL IN - i$4-tl) PAN&MAT5 FTMAAT to & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO Co�STIMAGN, PRODUCTS ACCORDANCE WITH SECTION 1709-9Z OF FLORIDA BUILDING CODE, ONE LABEL SHALL at PLACED FOR EVERY OPENING, Wo-33SG P,$1) LABELING TO COMPLY WITH SECTION '709 9.2 OF THIE FLORIDA OUILIANAG CODE, A.1) MINIMUM EMBEDMENT OF TAPC'ON ANCHORS NIO POURED CONCRETE S]HXL BE 1 3/4' Q40 1' FOR PANELMATE FIDkNX to & PANELMATE PLUS. A7.) MIN"LIM EMBEDMENT OF 3/4-0 X 7/8' CALK-01 ANCHORS SHALL BE 15 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FLERMITTED. 1/4, 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE ,�/4- INTO ANCHORS 0e ,%0H.1INv" .0 ,iA A:.Tk 4 K3) IN CASE THAT PRECAST STONL PRECASM CONCRETE PANELS, OR PAVERS BE FOUND ON 11RE EXISTING WALL M .,!-,;�,-S, $TOM. ANCHORS SHALL BE LOAAGG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORACE SHALL /1F.,-o.1r,..ENs, ,1?11-�,- . , BE AS MENTINCO No A�I) AND IN A,2)� I * ...* e , .. 1 � (a) mCUA-11qLL2Ca0L-EunIon�1- 2 .. No, 44167 '. = =*i a :. * i*= - 124' 0 CAPCGN ANCHORS AS MANUFACTURED BY ITW BUILDrX INC, - � .: z FLORIDA BUILDING CODE (High Velocity Hur imn. Zone) ' - - - Is - J-10 PANELMATE MALE to AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .1 1. At t,�,-_,, - --r OkAft a, - 1/-' P X 7/8' CALK -IN ANCHIORS, AS MANOFACTLURED BY DEWALT INC (F-MO p.fol) mm TALTsxL - 20 GAGE G&VANIZED STEEL STORM PANU TIP /2-m PRODUCTS (V-2071 p-1) ,-::� I \ GLOBAL PROTEICTION PRODUCIS, LILL;, Dim - ---,-'- ... 11 � i i 11LIECOiloic' \ .= ,LWAII 11PEET ��/" I - I Ai C b.w- PL =31. ......... e I i , -w �� a , . MI. P.Ow- (wTI5ft-,A.A m� (91,1444-41W 20-176 -,--.-.,. .. - ----. T---�------T---r. . A - DIcHom ft, P4 sm/sqw, C400067,0 � -- I RALTIA A lita J,.. PA , � : �:�I:� " ';L � - rl-Dw Lk., 1 .4,67 - -F ;W-17-w. - �11!.z .�I!! - -4--A (1) (1) c- C/) -cu (: L) -I-, -0 > C- 0 L_ L- -0 Q) 0L = 0 CL 0 L- = Cu -0 a- . , (1) (2) CM C-) 4-, U) 4-5 = = M - - (1) 0 Q Co U) - -0 _a c= 2 0 -= ,a) U a- = �2 3�: L- c 0 LL - m = ,,- Cu (n ku 0 ;> . s- Cn o) L- -6-0 0- Cn ,.R Co 0- C- im m F- -0 . C C/) < -9-t = == C2. .5 I- "i = = w C..') -= ZZ ; = = on cc C= . ;;; - , , IQ, 2; t -:C - C", :r . . 2 w w C- .!-:; � . "�. r= . " -= C10, 0 .- I - I - I - � - 4 �i � � Cr- - i2 - 3: -r : "033 = - - ;X. = :,. 01-, - -,, 's w I-, = m a: C. � C I z z w mi - -------- - SERIES 2000 & 1000 E-Z HANG STORM PANELS '/24 IlPi Cap, (sm '"�- 2 I DETAILS FOR (SCAA,E 1/2-1 -) 1f,61, SAA., V/24 * :��1:244*4 W/ OR W/O & 0 I-C (SCIE NOTE 2 BELON) v MI— 2'/24 V/24 w "All 5 2 ,4(sm NOTE � Mimi . EACH _ FOR CONCRETE A�� SU fl, 05"CAM (� .0)INTQJ!QURED CONCRETE -OR CONCREIE BLOCK OF � -: T I I- - ------ 2�41' - - -- S01IMMUE OR " I, ., -;,. ,� S!� - I WIMOLIJE ON SHEET 25; FOR WOOD, SCREW, !: It- - - Cow v V- I -I:.- - 3;EE SECTIC)Ns m SI'm 2. 02 I i -, ,--- I - . -- - - , - 1 15.196- (TOTAL WtDTN) -------- - - - - -- , - - � - - - --- 2250*-7 �� -2.591"- 1. MA., I i I I OWN" Mki*'AA, ' mm:;��.- -;16 � - qL. - - - P - 14. , sv� III Cfu� "': � �� 1, T --,1 - - - - 12,5W' (EFFECTIVE WIDTH) - - - I - ,.,- -- ,------, - . - -- - � - - -- - - HAT - -- - , - 'I - ,� , (m - a. 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L !a wrr, - . - - e - I - 250, I'll tc,,EvuLE - Swim 25; MR WOOD F!F:-� NAY BE LOCATW;f , 1 1/2- '-� wp-g ,'.'W, - I w- I MR W. sm"roax ;, TO GLIS5L - M,A,,P W" HEWED EOGE ,�� - -1 1 .750' - I !I . I AT CND OR S/2' 1 9 1 U/ w . � r ; I �, I � - �-�: L, I- ---- I �TE a � 0,, SEE SECTIONS QW, S,`w 26 " --- INTERIOR PANCLS-r- ! I mw OVERLAP - I I COX, O�ER"P TO OLM'S. 1, ,,-'I UVI, gs : - o- / _,L' _ ��,.IHLA2' "_ I , I 0 ./ OR ./a@ . 0 TO BE I f i - I � � g. i - �/ ....... �� _ � - '� �_ ,_, ±0411, Cols. I MAT . In=, �/- I i I I 'k 9 I oi�j � - X � 11 -1 i S' zop. I f- L ' CIO ""- i TYPICAL -ELUATION FOR SERIES 2000 RM HMICALE TO FACILITATE WVA"ALTIOW� -- - I I I �' <---�� . O I �==- - -I 4 I F I , % zFew-W, ,a 8, - AT - I .� / I I- I .,S . AV. I I -11 i A I 14 1-- ---- I I- I .T, I I .1 < � P, MWAL ELUMI 10 1900 M."N"6111STA"alm"C" i 11 --- - - ; - -* - - WnMTO BE LED PROM = -= '91 - I i 12� . I* Jff U TEM I , INSIDE OF STRUCTURE. i 1 14 1 Z7 9§ if 1 W - , b.250 �- :!?�,: . w -!��- � I - -0--j 1Y HEWMEO". , I ; I : 1/32- - t' � )RrOys -L- - I I I � , L e i I -,--.,�� !z,�.� � 11 I I ---`1- - us, I - - I 'i -IX - CAP _/,A.M,. GAP t/4� Mft, GAP -q,, I - . I 1 I W I � I u,3 � f I I ,- ; rl A� � ' 3315W v I i I , 0 1 I- I � . I I . I i,,,,v I I 11 , I . I -,,Jr-,-- - - - - - I 1 1 L & -- I 1 � I -, I A. �. I ; k 11 I I I - I E!. q 1 �t � I W 1. I -0-1, i I . 1z 7/ ) \,-/ /- 77tF7 I ; I P . 7 A A ;I � :(r. y .) I 'I i : , a I -I =3 ISOMETRIC IAEW DETAIL A 2 GOG. � 2.000 ,�� - 11-/ \-Ilr� \--/-- I -7;--� �� It I i , -0 ; i I I I '- -- I 7 1 It ' OF PANEL*S -- --- . -illw OR - (9).0 - / - " I I 44 � . i 1�)` : '. 1. / I � -� 1. C: I NDED CORNER 0 END 12 , , I v (p, �1� cf; (2) I . =.J I .-,/ I . ; - i I END UP W1 HEMMED EDGE .750 t (di.. 6 , i -1 f � I suaIgN 11- , -W., ,j 4 �` 3 I ! 1 I AT AND PANELS) YOxOACT- I �� I ��1,1� � I A I I 'L . � "i 125* . I -- 1�3- I- I I - -1 I '- 3 c- �=j , . - - - L- , 0 (N-I.S) I 5LOW A;A ' 11 I � , f, j I � SCALE 31W - I- molonec, �� i , � I I I -�`�`� , � - , 11, ';� I I I . � , - - � �6 1� , . I ;,��%, --,1,%' , � �'- - 0 1, 5�) - -1. M -- - - NOTES TRACKS At TOP & PANELMAIT PLUS OR TS' LONG 1 � , � .... I - ,' -2,00D. (1) ZEINIMIL.V-SUM-1200; t 2 HANG STORM PANEL SYSTEM CONSISTING (W PANEL I 1, �,, I I I ', E--X*.A Oa-tr= � - , .-===I - R. - L I i , I i � I k1XX I L, � - "I'Mw4m, m 0- TEM 1� - I �"7, I � -'u,"N'=�* __j I I _�-_-R " �, .. WwIv, il z� Lr W --s' AIR cA 0). =F&d1l2bLLQF-1ERffA-2QQQ; E -- Z HAA4 STORM PANEL SYS CONSISTING OF PANEL � (BAT BOTTOM W1 PANELMAIES, , , i 1 �1-4- 11 I w"o, - I � t , "I PANELMKIES . ,�, :,e 41,10 "I'll, NEAR pmB SHALL BE CC �� i� `IZ�- . "L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. 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FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. 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"L� , vs/ ,.,. 11�21 - C ` ' ' I -- 1.10" � . � -. �t� TRAC',M10P & SOTTOWL wm��- � �1` , I "", 1 M) END PANELS SMIX ALWAYS BE COM/47 , , �-,� I= -r--nm � L;O ,PNS Of 1,L' , VOY14=,.- DO DO � T (�) m�� QRE&E�11 ly W Me I AT �. END PANELS W. .. ", � mom I , " . � - I ,"� \ 0 a) ----- - ,,,I�) - BE P 2' , i - LL, ;�,'-�� - = �- .) e .111.11 (�) (2) (rSPANUS SIVIALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ONE, S A 570P W FO,A �"/ ,,,, 8"ANG $ILL WAU SY ME .jIx 2 . w j , . ::D , - WING NUT 04 , "wT.x,D/t�Ci,/,m-I AS Ox ow VD 42) AhM I ECI MOUnNG INST, ==�-,/' M---"- W, ') . _/ ,., - HALL DIED AT TOP OF SVC" PANELS . , " DA . OI, 6061-T6 Aliom. ALLOY 5 CL M).. TH; " ". --- L2S, (4). IF END PANELS ARE CONNECTED TO BOTTOM ECTI It SHALL CON51ST or MCASED C OVL ",j .1 ON - MIT � � � I I 1/41;.- e WS. W/ 7/8 . ft3/32' WING 'z'.',-"'/,V i',F Mi,,, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY / IS- L RA5 T AT -MOUNTING IR�L - a) INTO = E, W CEILING NO ErESICAN BOTTOM TRACK LOCATION OF tWENERS MAY If AT ETT,HCR OF TWO BUT END PAMELS ARC NACA CONNECTED To BOTTOM& STOP BAR SEC31gs 1 - I - 0 0 m 1 I FLAT FLANGES OF END PANEL (gMSOHMALL BE PROVIDED AT TOP OF SUCH PANELS . W � r=R TO UNTIma IN5T. BUILU-0ul 1`411 , INSI, L. SCALE 3/8-1- SE=-N 4! i (1), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L,. A STOP BAR ) �$��: IN Ili 5 ONLY UWDU%j4PA1 CAST TWO PANCLSISRALL BE CONNECTED 70 SOTTOU TRACK (1k). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ---Ca I I mu� SOME 3/6-t- SCALE 3/8.1- - - ,!"4 SEE SPEO110, Pau$ ONLHOFE (3) ABOVF- N SUCH CASE. CONNECTION OF PANELS MOUNTED TO E)As� stLLT�� PANELMATES, ONE INTERIOR PANEL -W. TO, , rn I i I 'a Y W/ % XEA&s OF i " ,00044'4, USING S MAY BE USED AT BOTTOM ATTACKING BOTTOM TRACK TO WALL I = AT TO, MI is �1011`0111 g 1 L - TO BOTIOM TRACK MAY OCCUR AT ANY PANEL, WCATtDN. M PAAAMMATES FOLLOWING W SROWN ON ELVATION W/ 3 I /2. - � -- PE C . '.m`M`WM`N" "o* H ik'% INTERIOR PANEL USED JOAN" ' ..:.�14�� SECTION 1', 3' & 4' ON SOLE1 Z4, SEE ANGKOR SCHEDULE ON EHCCT Sfj� S �1 /, � 100E.� 1 4 =�t - � S NOT NEED ANUE BY AITY MEANS, TRACK ( S't .. �- " , Ili JX ' FO%VT�o . EN - -, Ili I '. F I I . �: , (S) SEE mt, EDGE TODSE, I � -, ,,, A". . q oriv I 'S D I I ,,,,, � ;� So 055' Pp.) eel z�*, ', ".I �� ",oAw'" Not �Fyi,�, SUCH THAT A%)ACM PANELS %. E LSFT & ROO SIDE OF TERIOR PAND-) HAVE , AT --E C. I , o I uj '9 - /.*��,�F�C&�, �, T Tr E i _IA I z I., k%�. % - k , T1 1,DR OVERLAPS RETAINED BY I WIW& �, 11 d ,,,,,,!��:4 , -- - ,V%7? = - I * : ...�,�� ' 167 ., 1 . , I z F , . , - - `�!i�-��EN S FLORIDA BUILDING L---� 0 -----1E-* � . I = ' .j . NO, 44167 '. 2 ., , ) NO. 44 2 I I 1 - = NUT come Zone) -- , CODE High Velocity Hu- . FLORIDA BUILDING CODE (H�h Velocity Hurficone Zone < - � 110 , IN i . - came Zone) - -, = - �� I I. - ---- I .- 02M RLIM, - FLORIDA BUILDING CODE (High Velocity 1��,' *2410 TILTM - I - -- - ---- IP I Fy. I - ,u'. . � motoo, - � .7w--- 1 'C" I TATE OF :42�- 1 20 GAGE GALVANIZED STEEL STORM PANEL 2- ., No, 4 167 '. I 1 20 GAGE GALVANIZED STEEL STORM PANE 1� - s . - 4 fP 3' mvx-� 1w. .. .. . � fm,� - L DRAft W'. na � '. �TATE OF .4 ' . E 20 GAGE GALVANIZED STEEL STORM PAWL t 1, (-�4 C -- - ='. r::- - & t I - --- �� ... � � z DRAM AT,- z X I� LN � -, " 11LIECO = I -'�' � , GLOBAL PROTEC WmL I L- - � - .... �� I -�� -� PROTECTION PRODUCTS, LLC. 0"o, � - ORIO , 0j.X------- "'Im"'Ro' � STAT C A �--- --S�-, 0""O./lEf"" - -- � '. , -- M ,,. 17-1 C , " � GLOBAL PROTECTION PRODUCTS, LLC. CAS )F ,zS - ---�,' TION PRODUCTS, LLC. - X ALUM, ANGLE �, . - - , - , 11LIECON AIM SA At STREET SCAM 1/2' - I' VIEW i� lt� �' -- ,. / 11LIEC in. � .m �. 5, � 0 3*x3:(m T STOP BAR I / 1 4W S., 51 STFRET . -�.`, I I -TT;1 - \ ��o z 1 LONG Z 111 TUVRA, Ak XOTIMEAUNT) COWANY �AIL -1 �00,,-.� "Lo o, .,.AWf-, IoNC`fffCAOVMC COW41ov .." `L =11 A #L�7rr.4, " Aw -1 A 20-176 E%NC=01114 I D'mr. VL mow). � T � - ...m A Ai�ft P,,OqE-. ('L,�7�5, TAX (9�)W-WM 20-176 1 X EF 1AtHLKR&7!PM, rW -176 F f'),'"", . ,4� I � , OW -.101 -, .,� � ��-- - TCAAT- - AMC -V� CM4)sw�zL F�l � � � � 0. �- I -., 20 < 6063-T5 Alum. ALLOY - 0* - ,,I,,!�S..q, � - V, IVIXI�lr - - 17-=41-111 I - ,� ,- '. Ilo�� IAI,.M,. (www N. C--ww'% ... � ... - - - .1 ! .7 IN-1 - I- - *AM & "1111,;."INIZOM11111i - : t, I T�N* PC Sw/5WAA4kTwvDm W&UP & ,�w , t -.1 - I &ak ii.kL�- ;;-m;-n-w-W 1 = I ML 1-1� IIAC � sim" 21 or Z, ""ODA TILL& .4. PF , E!, :jz=�zz-± =�- SWT - a 21 -�"��-�- I - I I . 0,9z �� I " - a- SHEET NO. SH 1.2, . MMIWJM QQRRESPONDING FOR srRiEs , 'MIQ AJ%M RU19N JdAAMUM 1000/2000 - Y - — - I--- t PRESSURE RATING PANEL LENGTH 9-2 HANG STORM XL'aa AS PER JL1_11-2IE5__1LJtRk_A�_�E_2Aj, (vA,Q *L* SC14EDUU PANEL (D SYSTE MXAAUM A.S.D. 5 � I DEM-PIT41117 ! 4. _ _ ) i�EFA L%C I WINWU Tg SEPARATION GkASS I PANEL CONDEMN I 11 APPLCABLES TO . SECTION I i I -MV. -75.3 i . 70- OR LOW 2 9/10- I —_ I ,,,, . 2� , Y, "W, I - -1 I " 1* & 31W ."O. -75,� 1 7G` 09 ,D$S 2 7/8. 1 BOLTED - I A,' - & I-W __ I . W ,WFgM`.62 1W (�", LIS 8� VNONUT AT OVERLAP A, ,ICOI 01 FANCL LENMH P-NEI� 17F.11.417�l�J7,W.,"$)Nlj*.Ict3�ln;i.i*"-�-i!l�43M UvArillilw-r[93:11-IIIIIIIIIIIII p�ig-loll',Lew,iii.lalpl[JR:Mil-l�4niz�,-If_lxiw.l$Ltl,-NF,-,T.fl." "N I11111:111131116011*14-IFAI= �l-'�-ILLy,el-4 - ;iv-.w7l*IIrwa-wmIwjqmwwv, I I i = A� MAXI UNI MAMMON ANCHORS SPACING FOR E. D. - 3 1/2' " S.O. 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DES" PRESSURE RATING A SEE SHEET 25 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS IWO WOW FFMAIE BUTIEDINGI WINIMUM ANGNOR SPACINGS AND MINIMUM EDGE DISTANCE AM MOCATIED DIA THIS SCHEDULE FOR ED LESS THAW INDICATED ON SO40DULE REDUCE OR SPACING By WULTIPL�NG SPACING 940M ON =4MULE THE FOLLOWING FACTORS. FOR _ A SnX WAS OPERATOR To BE POSSIBLE. RE= AIG OBTAINED USING FAC SK-41 NOT BE LESS THAN VIRAMUM SPA*NO INDICATED " EACH ANCHOR TWE AT LEGEND -ANCHORS - I 1 /4". 1 . -T/-4F.- ANCHOR TYPE 1.1-1 _ � - __ -11, - - - - ___ - I~ RNME! . FOAX, -- __ - ANDHOR, whoom 0,I't a 1 3 2 ,/2 4 __ - _,HY_ [cX_% 00 - I -i- - I � I It- MIO _. ai;;�-iz, �.-- -1- -�= ,,,i ;T/� _ __ � ACRAIL EA "W M%Vp FAVRAR _______1_._�_,L2_____,_3S__ 1=_1=�_____ - _ 2 I/y- :--I _* w _____ - r ___ I - - -_ -_ ____ -7P I I ;w - ia__ - " I I --!L-- - I= I *1 *�\r�ENSj No�FMI F`L_F-0 + REOURES M, DISTANCE BETWEEN BMW OF PANEL T/2 AND Q To BE 1/2' 1 j MO.. k =2� 1 ++ Rowncs M.. owma qCrwTxN BOTTOM Of PANEL I AND (2) TO at- aps, kT�41 -_Ir CODE Minh Velocity Hurricane COMPONENTS FOS REGULAB, LIFE SAFETY 44 E-Z HANG STORM PANEL SYSIEMS I I (SCALE 112-l') - - ---. _ - _______ ___ - � - �,5.125* "TAL WIDTH) - - - - --- -----I- - � - _. - - I- - -_ - ZtEP, - I .- - ., -,-- ,- -- - - 12,5001 (FFFEC�TYAE WIDTH) -- ---- - - - - __ I - -.103 . I 1/4'*-2W/e - - i I I - - T, iw I I - 750* -- S.S. STIA) RW7Y(D . 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JEWE OF PANEL OW U67' _0.'L, 3,750' I,,* (TW-) 750 (�) �,IKOERH I'S'40ALLM"AUFF (�) KEY HOLE AT PAN - "' - 072* 1 I 2,12, -SCE SHEET 6 FOR .IMIOW 1 _84 -----I -_ .1m, - ,,, UMATATIONS IF SLEEVE LENCT� IS I J_. . �091. F ONLY WILD FOR INSTALLATIONS INTO I 111' I ns I I : - I sm, - i, (�) SLEM 2 1 /a I _ WOOD STRUCTAwRIES : 1 -37 1 .. Iw MAX. LEMIJ ' I : i I � 11 . , I ", �- - - __ ____ - -2.000 __ - ow, 3750' L" - 193* i 1000, I I I ,� , I 5 - 2 w, - __ - -, ___ A (TIP.) I t-,118* '� I ) 1.050,0 L_ � , 1 750- - -H" 'U' _G3 I 9-'311 I I HEADER I ; (�) RM HWER OS N . 1_�� I I - - , - 1, MIN To 5' IV- --- --- _ - 2.000"- - U (R =VE I* MAXP - .1 'A� @ ANGLE ... 0 N . (B "ALMAQK 9 EMM-11AHM �74' 1 - 3.000, ii;_ "",n .... _ I [ 1""��Pl TQ % ki-IX-y-IM /,'�, Ak!�; _;_. L ,,m , I %. (USE ONLY FOR E-Z HANG STORM PANEL r -, I � -1 � DU - ", . 'OB2" I,�, ,_.�uni�%!!� I$, SYSTEM) 6063-TO ALUW ALLOY f 'r I - I - - i -1 /V s . , �. t MIN. , , . ? 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FIX SEAL11MIGI.VuRE/DAR MYER A� RIOT 'wip, I i I I TRACK ANGLE SHEET 2 OF It - ftp�__ - 0 ,- A I -_ - I I I _____ ____________.__________.____1 INSTALLATION DET ) AIL.S F_0R__RE_G_VjAR_fAh" INTO POURED QQNCRETE OR CONCRETE RLOQK SIRUQTURES ALTERNATE CONCRETE ANCHORS LOCATION .-T CONCRETE ANCHORS I SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE SCHEDULE ON' - EXISTING POURED CONCRETE, SHEETS 9 THROUGH 10) OR CONCRETE BLOCK S14EM 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED. . I REOUFRE0 I , ,.� � 4 I , , ALTERNATE LEG . ..... ED. I /_LCICATION CONCRETE ANCHORS �,_,"�_'��,�.' EXISTYNG POURED 411 1 1. , -_ I (SEE SCHEOUts 0.1 1". - - - , " ' .. f - r - � CONCRETE REQUIRED I . � All SHEETS 9 INIRDAH '1� � 1 (:2�- 'I'll.-.1, I _ m�,,.,A,� -, , - - .11, w_k---� — -_ -, I- F1wNA-.__,., R ,.-. ��,.-,-,--, , ,.-��*�,, A , , t @ I ,;, , __ .__w'III*NEXHWHH0` "I'll, 1/2- ,i i - I. - 11/4' 4 1 �1111 , - _& - " . � I/. 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SCALE 3/8-1 "'HANNO"40 i % , II A I 11417�% .111%"W� . � i .. ..... - 'I- -, � -` 4 � se -�S_ V\01 ,ol FLORIDA BUILDING CODE (Non High Veiociiy Hurricane Zone) .. � �= M-, - � - ? :_ o.44167 - = 24 GAGE GALVANIZED STEEL STORM PANEL I ________________,_, - ,- 2 -, * - - 8'. * . KTL_EQ8__qQmflm6i@R_QF_ - , * - , * == ,-z 1z 11 �, - r_ \ ML F-D. - EDM DISTANCE _5Lglm: 1 ".. SEAII: U�:, _ - -- I I L I E C 0 opt. - � GLOBAL PROTECTION PRODUCTS. LLC,l "' (SEE SCHEDULE ON TOP & BOTTOM MOUNTINIGS CAN BE - � . IUHWU PACERING COUPAH' uloo a. IH SR_ I ., - �. SHEETS 9 & 10) COMBINED IN ANV WAY TO SUIT ANY. - - - . ----A _ DAM 'L :Inil 1 20-175 , I no) -1- I- � 01.11, - (&!A)W9-7546. FAX: (VIII)NA-710 INSTALLATION. MAI t7- 11 . _4`N I - _�,,I -Iff I . - CA-00067 .i� I - . I i m'"Im 41, fWPIRKAPPOI-1--m MLYE. A. TLYD. PX , ,:�� - . UI, f t _ - . 1.--, I - - - - I I-. ]!NN.N, � � 1. - m 4 I - _____________ - 1. , - I INSTALLATION DETAILS FOR SERIES 2,QQ & 1000 E-Z HANG STO&M-EABLI-1 INIO EXISTIKA90--SIRUMM - - 777ft:777 r 1/4*# LAG SCREWS 0 S� OC, W� I I I -,� - 77 � 1,,� I I 1/2' - tHREADOD PEAWIRAT04 � - p, �_ 2',,A, WOOD, .:� - - T I I - -- L� I I - _ , �: ,.�.'* Lic scREws it v I,C K� I - � I I'D Ex,11X`G *Ixm HEADER I F .1 , Hcom WoORED 1/,-o LAC 5m-ws * v ox .y r , _�_ t�; -1 1/�,' TFAAD�o ITNETFAT4XV __ __�� 1i 1. I � I - ii FLA, OR ON m1t I i/2* - I�WI PENETRAIKIN � - 1 IQ r�- I,III WVOr 'WADE' I - - ;�: �. -To Exawfw. LR I , , - �� ---- 041C 01�0* &us, - I i - a OA. uIc Dr(j) , I I .1 ", -11 � - ! � . � I 1, � � I I I IT. I i) c,, pw- s.�5, 1 77 �, �': , virt%�� %�, .1 , ;� I ft � - - � % � = - � - . -, . ,; : � ,,, I I I . I I * . � I / VI . - "', I 12.) 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I �, . i `� I -'/K,,- . sEARL" Ic w 1 � , /��* �'Ac EC*FwS 4 II - a t � w , S XU�To, V I - I ; -;. Uj - I �,, , MV, T,-EADED � / M� r-READED PENLETILMION mig, =�, 1 M-m" . �.. zj I. _1 a W1DWaN CA .LA:T, *00� RhOKLIRID ALIESNAME 2" � I _v. 2 , � 'LATE RE" 011 ON EDGE I 11 " WOOD ", Rm 5CACt t/4'* . . I PLATE BRQ,XRm 'LAY, ON 0.1 ED" ALTER IVE I IV - I . " , - -_ I BUILD -OUT MOU14TING SCALE 1/4--I� � I i I , INSTALLATION � I I , �.t RDOR TO CEt MOUNTINf, '!W h=- I :__1 ;: INSTALLABON ALTERNOYE 4 , , 4: 1� NSTALLATION'S ARE ONLY VALID FOR BUILDINGS WITH AZO DES*- LOADS - 1 �2 - SCALE I/,--!- L, a �66a, 1 __ � t � ""'INIHIN". - -?5 3 w Amo PANEcs LENGTH up To 5-1o, ,I r 1 - I il �, t, TI, RNATIVE IN , . �, ",tl"!� �`.;_,��z . sc.'r I/ ,-," 2 rOR NEW WOW FRAME CONSTR-7CH *QQ MEMBERS To RE SOUr--1N P11 - . 110-t . I - , 11Ht ILL, 2� W/ SFECM DENSIVY OF OLM OR [COAL I . � - ts, �, - - � � "IlZI S�.__, , I - I �� , I 1� . _� I �- � �� - - - �, %. , , , , , , , , BE (High Velocity HOT 'Co.. Zone) I 1� , I__ . I - FLORIDA BUILDING GO - ___ NODLA6, = : No� 4, .=. �� 1.1c. IF __ 1_� - 20 GAGE GALVANIZED STEEL STORM PANEL As 1- * -, OR" W, g�a-Tsm,t�.R.,g�,.,�-,E"-T��D.A.,�,, ,,�F�,w,,MPLATXED . ;Q1&4uA"" - = - — ED . , � � , — - I ,ow m 2o Ks INSTALLATION 1`FE IV, . Es � s -, OF (' "i" 73�____��7> — _� GLOBAL PROTECTION PRODUCTS, LLC, 'TIZI/IoN, hKaz — a�� v 'ER - I 1, I . -7- 1 IN c - S.., 5 17"m .m _Fm_w .�'. F " ., �7_ /TILTECC�)-.- \ I - 31 V //-��A� Tkur r.�&KECRAIG QAA, H_ .ml. WIT & BOTTOM WOU#T"IS C,I& BE 1*48,401, IN Aw 19N & MCHQR L"AM , .. Hur"WA; & ENHIPLECRING P77 1 wn V�ITTV. TRIC,KS .01 GH* GW,,VXC/-wt SA-40DIP0 -.1 - - i-A, - I - bP*NG IF , AH, X" - ,ok— PHUME, k_)m-7% �m- (.A.FRID-An, 20-176 L, , � � w* -I_ - 4". 4 , '? I. *AT 10 SUr, AW ANSIALLARON sDiIuO I/II. . I, I f I "! ADO __ . -Tt* A .,., F.0 I I 0�,.i. ! �� zw LF -.. � " , am !1141--, i � , I , �1 "', , , m_11mWw%m:k-j4&N1111 MLAII'llor'--f.lml*"-'-'-I-IWAR.-M; . - MAXIMUM PANEL LENGTH %+- OR -L-" (ft.) 0 WHOM A.S.D. COKRETE & WOW DESIGN PRESSURE RATING INSTALLATIONS t (P..J,) I+ *I -) __i�,__I_�_.__ 1�z� w-w -----!!D --L — "'O, I ____21_�O__ 30.0 - I I 1-8* __!_1::!L_ IO'_0* -_ ,me - 10--lo- lo7-G- - 40D ;o'- 1, 9�4' 74-0- 9�__fi_ —Ir-9- —8,-4"- S,Di_______ O,, - _s7-�_ - S.D W-5�; � ... � 0 �� - _J:� ___7' �. -7 - - -wof - - - - 8" __ D, - —7 �_4_,_ - .- I WO-- __ __.1. 71.�. 750 7'-S' - - iF__1 - __ 80.0 _ Z,--?:- __ - __!�7!L_ - ___!5,v _ _?L ___±L,�L_ _.___!!._0_____ oix __±��.._1:,__��:_ ,�_,. s,-v* iw� ___�__i= _31-i-77- 1054 1. -1. ___ S-9 - __ __._ - - ,.- . —1,10-0 __ 'Is 0 ___ - - $�S_,_ L- I 11 6 - -1 - I 11 5. NwAU_?&q= - T r,rq 01AnLJRAQKt_4_,_J4!_Q_&_A3I DR OIfEC1_JAO1[NT1D_kT_. EACH -END* - MAXIMUM PANEL LENGTH 1. L+" OR %-` (ft.) 0 MAXIMUM &S.D, CONCRETE & WOOD Vt�`VN PRESSURE PA11W INSTALLATIONS t (P,.,0 1+ A, -) ____ L+ I- ,-- :_ 1�1.-O- ___?�,_�___ 26.0 , _�t --- __ -7- _ _t2'-W _fi-_ _f�__ nr_-!�, _____:!��n _ M-0 - _L�� n[H- 10' 9*-Y, — KoLo __ �� e __;7-T__ - - - � �O SOO ,-- - _!�f�_._ - 81-7. __,�_7�___ ti-2- ----J,-- __LII!� --- ___7,__9_, - --- - __ - r-5. ___ si-Ii-_ __ - - ____!��?_____ __±�_.�.'__ I.-,. - 7;-, 2 - - .____15�,�� 70 0 _-, _' - _77-_S� __ "__i_,�_ a, - 'I-21 - S.."O. ___ - $00 - --a,-- ?__ - _i�:F__ __W6__ _?_�7_ --67--3- _._.___ .---- ___ it' -I- - ____?G_0_____�.L_!:_,-- 96.0 W-71 15'- 10' ___ Lj--,- .-.-.Tw ___ -----.-- 10,540 ---!:-2* "' W-j* 5,_, _ 1___1__ 110.0 ---I— - A57' _ .�__ . , _;_, _ --;T'-',---- --------- , _ _,a -_ I I Tai - _ ,._'ET. MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 m.p h I .,No SPEED . 170 ,.P CkI) UNRESTRAINED 1, RESTRAINED i UNRESTRAINED 1 RESTRAINED I 3 , - [ 11 �111,,S I TV , 1. - I. � I. 1 7 I/2* 1 2 ---f . _L _ _L�j �� , I. I - j UltiflulifiLd VANCI I 17IJATITW f;nl C'nP A i'WrN LMIIIMTIM(� (YiNntTION TOP DIRE - � -,- ___ � , I 'U. 1.5-Al,5 . - - I X AW41E I DUALO-Ov IRACX: ,AQUINT KAMP HEADER A,", T;.-. X w1w, w"OM I c S - DIRECT MOUNT 46- 32. 1 �:tv '. w j So' 50' -7 ---,--..-- " IS'XIS� STUD ANGLE '. ----+--- - -::� ::: :K,-_ I - , M. - T _';�- -Tk" ___ 56- ___L ___:�_� 42' - 67- F-610; 60' BUILD-Our Ir -.--- "A" ANGLE .BE QIURES 11� So, 32- 1 32- I m, 4 . 60' 1 I 58' i So' - --- +it, BIAD-Out .r TRACK 11� SIDE; =%m i S0` � 1 32- 1 7,2- 1 3�� SO' I 6' I T, � Rm * W -,. mm r MIN, -� -- --- -- - 2/4 ANCHORS (SEE SCHEDULE ON - -, SHEETS a, 10 All) _ --.-- '—________!___ D�M_0, (�), q� 7 �, _-i��,,,_, -I -- 1 - I_ -- r- -1 --I (& @ -, @ I i I . —1 ___1j________r 7_7� ! ; I t 1/4, 3/4, 4/5, 5/5 & 6/5 , W)6, 2W/6. 3W/7 & 4W/7 r Mm 11 __J� � _ - I I' MIN.- . - _ a I , I _L_,77"T7-__17_i--- -I --- I __,r-411 .... _�i I ! ; ! : i , I I 117 , I I H i 1 I 1_1_1] 1 1 1 � I I,,, 1 , �� - __1 I i I , ), I I I , � , - � I L - 1 - � 11 ! i 1 i 1- IL I -1 - L - i , 1 ;,,, I - , I I I i � i I ti 8, _,____L__JL_ J I I =v i i .-I - �, I - 1 ,- i I I- 11 I ,�. I It - , 1 ! , I ,�, 1 1 I i I , � - � ,-- _ - I ill I" I- -1 J__ -11 : i I I � - - � I ____1_-__1 I - ! � --I-- � �I I I � _0�v -1--i- I - - � - � , ,� i � I , I I I i i I I i4l � I i I I . UNBOLTED P�NtDs i ! i i . i I - i I r. I i -i � I -, -1 ; � L �4 I i � I � 1 — - I ! I — — — - — I _. - - - BOLTED PANELS W/ 1/44-2011' _ss. �, 1 1 (SEE TONS AS 1 CABLE f APPUSEC ) I � t I I � I t I I ! , i I i I ; I I I z MLS_ BOLT W/ 0 0 EA OVERLAP' (SEE SECTIONS .AS APPLVaJE) I I w I I , 1 � 1 1 I , � ! I i - A i 4 . . , . ! I I � f t . 1 1 1 I I I I � , 1 1 7 I I i 1 I I i I I � i i I 1 1 IF _ � t j - -_ 1 i � I � I : 1 1 , 1 , I I . 1, 7 1 - � ,f , ! I I I 1 1 I , , I I . I I , I 1 1 . I I � . 1 1 1 i i , 1 I 1 1 i i i I I i I i � ! 1 1 � i 1 1! 1, I i 1 1 ! 1 I I I ! , i d I 1 ! 1 I D,M.C3 ) (D� � f I I ! ! ! � �__ . , 1 I i 1 I 1 1 I I i i I , 1 1 L! ! 1 L �� . 1 1 I �__ I ! z I I � 1 1 1 1 ; . i i i i i ! 1 L � , , L -1 � _____ - �OA, 1 _r - i "! [ ' 4 , .- Lt - 6 � - ___ E� i a I I - 1 - '! - I . 11[4! . i �k! - 10 , -!---I 11 � I k j @ Ol @ MAX ,_, � -11 , 1 g! I I ,I _I _J - , - - - -, MAX I .,I, , , , 2/4 L*IW/6, I /4, 3/4, 4/5. 5/5 & Ili�; I' MnL , , 2W/6, 3W/7 & AW/7 I - - ---ANCHORS (SEE SCHEDULE ON SHEETS 0, To &II) - , - - - REGULAR STORM PANEL In ELEVAJION 71 2.68 " T.SL , /A' Win, GAP ,I (WIN. ovm�*_ �ti !t"LE 1041m -, A J_ � e� is I �, _� rs� , IMT.S. � 11) (11 L+; MAXIMUM ALLOWABLE PANEL LENGTH FOR A CIVEN POSETAX' "-M DESIGN LOAD, L 4IQC ALLOWABLE PAM LENGTH FOR A GIVEN NEGATIVE &So. OMN LOAD. ,2) PROCEDURE TO DEYERMINIE MAXIIAW PANEL UNU"l GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH %�' FROM SCHEDULE OW14 A NEGATIVE ASO DESIGN LOAD, WrtAMINIC UJORMUM PANEL LENGTH 'L-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL To THE MINIMUM DETERMINED PANEL LENGTH BETWEEN 14' AND 'L-*. tS, SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSITY QUALIFICATION, - � INSTALLATIONS INTO WOOD ARE LIMITED TO A, 95 ;,�IIA MAX ASA DESIGN PRESSURE RATING WI -1 _jR7A-$M-Rjj70-j -g.- je-A, II -FOR IWX _ASA DESIGN UMM & MAX PANEL ILENGLAS FOR . - Ill: 10, 44167 '-, 7t ! AGO16 TILTECC eic� 24 GAGE GALVANIZED STEEL STORM PANEL F.P. ORM", by , * ., * -E c% P, MATE OF �� -- f.- ,` / JILIECOZ," GLOBAL PROTECTI ON PRODUCTS, LLC. 7/27/1026 ' 011", , 0_.� , , p 1�1,1� - �Opfcil% .--,�FA.-//v(0-.- "I, Azit;Iw -.--- -�C ROD �.. 5 svw WAIT, rL ml,H", - - , ; ri�ho�,-," , /' 'It/, - � POP, _ - � Ow .1 Ale-RHAX FAA 20-175 PFAMNo N� - 11 — I_. , - CA-cmE119 Ill Iiiip0zL,--/-R 'tm.'��`, t.,_` I I `HmEr , , , 11 - - --- __r411I�_______ _ INSTA ION DETAILS FOR REGULAR PANEL, 1 INTO WOOD STRU!��. �7 - I 111. - - -1- 11 I- -, wl� - I -1- - _-.1-111.1111AL, � I—. -1-1 - � ,A I � , , �� "; " - � -T - � - -, � , ,,� -� - ,, 1� � � . � : __"� i SEPARATION i 1�, 11 WOW ANCHORS I - , � �_ ,_ TO GLASS. - - --' � �i �� I ,� I - � , I - � (SEE S .1 I (SEE SCHEDULE ON 1 - - � I 'CHEOULE - i I � - I � SHEET I 1) ; H - (�) if I ON SHEET 3) I � - �'-,ra�- I ji� � - , I I &EA - , � I I I !, IL __ �- _.- I, I - I ,� � - - -, - =" , � ,: � . __r, _ _ik= - OX,� I I - . I I / Al -, ___T_ i I : *L' I i - . ___ ___ - , . . , Mo., I I I , � . I ------- � I � -- __;,�-, I , I I �i EXr.T,Wj I I ____ ___-t PANEL LENGTH WOOD , . I ; . I � � -4, WOW ANCHORS - A_ , -, ; I ;�Ij ,�,. I I (SEE SCHEDULE ...r,�"`_ 4 j Ce 1 IRAss i L__ - I I (SEE SCHEDU E ON I � � __ ,- - - 1- -_ ;__ _1 DATA SHEET I --- , i 1/4' SHEET 11) , I 1� � 1_51EQ; _W71; 44rGR � ,I! It - &I = � W - 1. - - Fi - 1, ,� 4Glmq0,dwq= i - I - "I � I - If � 1E.1 F ... I or ILI , I , :�' I— I �, I - I 4 . - t ' j I � I I _ � , L_ UENOTH - : MAX - 1T , I - A , I I � _1 - - I WOOD HEADER , �. I -2� � I . A t ", �, - 11 , , , 2" � ED - I T ---------4 1 /- I REQUIRED 4 1. No'_ , � ji I I " - --- --,.I.-- Fc-::i- - ---- __ - � W"". , 41�1 j , i . , . " I I I -_ I � ; 1 , I I I ED I I -1 I �/_ " - i - _� C, I � _ - .) - I, _1 �� ,��___ 1; . I ,,, " � I - I -11 , : - --,-J_. - __ - I L I � I i I � I t � : _@l' MAX- LIGHTS ALLUNUM SPACERS 0 12 1/2 ;�� I I ,, I � i I I - 11 � � TABLE � I I . , , C (SEE #1 BN SHEET 11.) I M11 11. I " �� I I NOTE - BELOW AGO LAWAITA'DOWS FOR 1 _i, - SEE I I � � � ! � ! _� 1. "' "I i I i , I I � , 1 /2' LONG SLEVIES. I 5 CPARAJION %. VAX I I I I— To GLASS. - I IT i PANEL LENGTH , ir � r � r PANEL LENGTH I (SEE SCHEDULE I TUIF ,� i � ' L � I (SAtE SCHEDULE I : I (SEE SCAir I : I ", , ON SHEET 33 � ON SHEET 3) - . .- PANEL MATE FEMALE to 04 PANEL MATE , I ON ,I'm 3) 1, - - - - A�, .- I I - :: PLUS TSEE SCIPIEDLAr ON $14411' I 1) 'I 1 ; It I I � - I /�IiP` " 19 I I , 10 , � � I � �, , - I � Be - " IT ,I � � , I I A, MI.., .� , I SEPARATION ' I . I I ; = , OZN� CXISTING_,� TO GLASS. I i 2'x4" WOOD � ' - I EXISTING -41 . I , - - - , GLASS I PLATE REQUIRED SET SCHEDULE � Ot-ASS I -(j) - -A'-' SHEET 3) I I ; I ON 1 DIRECT MOUNT I * I - r - -1 I— 1"_ - Tr I E 2W* - -I- - I 1 . li : - (I SCALE 3/8-- I I I I ..- 1 � I�i ) 1 I I SEE XTLEJI ON SHEET I I FOR MAX. PANEL LENGTHS & I 1 I - � 0 12 1/2- D.C. DESIGN FOR THIS INSTAL-LAIYON, I 050%. �e LOADS I A F IL ED I - 11 T� -1 'j�2 ,�, I .D ! 1 - C5, MAX � I - �_-_ ; F-, I '!' 4, , I . � ' I I 11.1 * , I I 1. . I:, I �", . ---. 3/4' 1 0 12 1/2- Or � I : �__ - I I I __ __ ,j I � I I ____.___________! 6 - � ,7, 1 I A i i r- - - --egauli* 0 +_ A I I 1 ** Him I , � �"__ 11:1 - . WOOD ANCHORS i I:- , � , L , , - - , I � STAGGERED W/ STUD t ED _L__J.__ __ J �- t. - ��L_1___�_�_!, I WAGON Vk WAY RE I Ilr LOW O'.. �� 11 I � (Ste SCHEDULE ON i f '' I J� i .____1 I I � I I SHE" I 1) I � I � ) __(� �_______ I "I . , - I LTT wSmALMON a TO A ONE S", BUILDINGS WITH w-P, � I I I i 2,X41 WOOD - , � I I *N=* i - i MAX WEAK Floor few mas M A Am"OUTION FROM AmIr � , . . - - __ ,� " I I , , I I I V140114 HEONT Owelmy RIMMED ON SHEET I 1). 1� =EANCH1.1n � PLATE RECTURIED I 1� � J I I, WIN SWVAIM 10 aAss IN"= j � !I,, -, VOOD I I'll I . -- g*.4' 11 �� FE / STUD kii 3 WAY BE REPIAOD) TO 1/4�;�AS t � i -1, � ----- - IV OR � , j, MIRED 1 (;I) PLATE RE =It -,MgH.z-.= Kp=-.YE. � '', ___�_ �, I SHEET 11) I RE= 014, LU'" I -_ - , I MRS IS A RESTRIDTION MOM f2 1/2' ". VA"OFEAN't 11 � I (SEE .l.na, ON LOW AS DR FO CONDITIONS Nii - =,CD, 1 �; � I L � SHEET 6). i I : � I I (1) WXUWA ASO DOM PRESSURE � � I . : i FAITHO 8 .6% -AS �.L I (1) WAX. 44 SASE PANEL WIDTH IS OWED TO M' AT ANY OFEW40 1 , i I . I I I � MOS IS A RESTRICTION FROM LAFOER PANEL LIENCINS ALLOWED ON I - � I i - I, ..� � JET JAWRAW STORM PANEL LEROTH 6 i IRECT MOUNT I 5043DAME, SHOT "). I � I 7v - z 11 I I I � (3) WOW PANDL INSTACLATION IS . 29 I (4) 1 i/2' LONG SRAM COMPONDO JIM 04ALL BE AS INDrATED ON 3 ONLY SWEET 2. I1r Late SPACER VA ITS ONLY ' W&L MOUNTING I PAN) Am 00714; WOOD FRAME WALL. ! SCALE 3/8-1- 1 w ASTIA ALIERNATIVE 1 � I i 'AND FORNW&MM10".00F 2 AND 3 DE'DIRED I C-I"d STANDARD MO THE 2020 PPI DAMON) OF THE FLOFNDA � SCALE 3/8-1 - I (A) INSTAUATION VALID ONLY FoR WND i 1 1 PDII r BODOING coot I I 1 ZONM 1, 2 . 3 ASIM E . ipv� I "'JOHNIN" � i 4 --L--------- ---------__! i -------.-. i L �Iz ,-,`_O� .?X ,� NOTES: �C EN, . v 'A . ... ,7,(-* , ,,i. FLORIDA BUILDING CODE (Non_HIgh_VeIocT!y Hurricane Zone) I nr cr TIQ,U: 1. INSTALLATION ARE ONLY VALID FOR MAX. kSO, ;F -' , ' � OYM Mr1w, ft. F, = . No, 44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL 'e, � DESIGN PRESSURE RATING kPS I) MU I`ANtL UNWMI) =*� D`W" It '. * :*f -1 I I TOP & BOTTOM MOUNTINGS CAN BE AS PER SC14EDULES ON SHEET 3 (EXCEPT FOR , STATE Of� : - - / j- - �_ _� C" 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, I.I.C. "' COMENNED IN ANY WAY TO SUIT ANY ALTER14ATE 2VI-) % 73,-, �=_ " I LIJE e� \ I DATE INSTALLATION, '--, - 7 �_ - rMT Ywwa * C"Lim"RAwo 800�ptn `LP. 51 STREET = Av,e ��4RI0 0, 2� MR NEA WO aPAD FL XQLA i 00 FRAME CONSTRUCTION: W00o '. -II, ARF � - AA== " tn% PHOIR; t064)4ft-1m, FAX,� (914)640-4m, 0-175 PINE 2. W/ SPECIFIC ,_ �, . - I 019 _111-M=011 "1_1111 1! MEMBERSTO RE SOUTHERN No I - , I - I DENSITY OF 0,55 OR EADUAL. W , --..MI* ��_j � I - 1, - IN i I now. ki K,Hj - � � �� MICET t OF 14 PALFER . a A," , , 1 4w 11�� ]� ___ - I _____ __ -. ____ a�_ . I I __ ___ __ __________�� Maw-h= PAM _ql (C) 19 ,I.X5LbKLI"D--,Aft-1.�PE'ffff--',Wll-q.-m--Q-%5--M,a-, lm�lte�m Ao`�� i �, DOCUMENT (P E.D�) HAS BEEN VERIFIED FOR "OVEILIANDIF W ACCORDION I Ce - 1/4"t TAPCON ANCHORS, AS MANUFACTURED BY 17.W EIIJILDEX, INC I WITH THE 2020 (Ith EOLITION), Or THE FLORIDA BUILDING CODE. IRIS SIORIH PANEL SK41 NOT BE INSTALLED AT HIGH #I4-10 PARELMATE FEMAIX to ,AND PANELMATE PLUS ANCHORS. AS MANUFACTURED ST ELCO CON'TROCIKIN MOUCIS. VELOCITY HURRICANE ZONM LAIANAI-DADE / BIROWARD CQUNTLE5)� _ 1/4 t LAC SCREWS PER #4 D.S, i DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION LEOS, OF iHE ABOVE MENTIONED CODE FOR A BASIC _ND - 7/16'0 , 5/&' WOOD BUSH040, XS DSTRIOUTIED 61 ALL POINT SCREW� IEMI & tKCI&TY Co, SPEED AS REQUIRED BY THE JVRISNI_�RDN WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIREC110NAL-TII, FAC70R KD�085, USING ASCE 7-16 AND SKAU No EXCEED �E MAXIMUM (ASO,) DESiCN PRESSURE WINDS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE A 1/7' AND 2' FOR ELCO PANELmATF PLUF 3, 9 rKRU 12 & 17, 16. AND PANELMAU FEMALE to I IN DRDER TO vfFBPy THE AIROV� CONDITION, ULiAAAA1E DESIGN WIND LOADS DETERMINED PER AS,--E 7-16 SHALL BE HIRST DEDUCED TO A.So LIESION PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN OMER To COMPARE THESE W/ MAX (AS D) C2) MINIMUM THREADED PENETRATION Of LAG SCREW, IWO THE WOOD FRAME UNIT %iALL BE 1 1/2' NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 YWIAJ 12 III 17. IB PENETRATION INTO SIUCCO SHALL BE CONSIDERED AS PART OF NE REOVIRED THREADED PENETRATION IN ORDE to VERIFY THAT AN' CROPS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE TH AUOWAI I STRESS FOR WIND LOADS WAS ERTT USED III THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS me"N DETERMINED IN r !) WIVWLIM EDCE IXSTVCF Or LAC SCREWS, INTO WOOD SHALL BE AS INDICATED IN MIS DRAWING ACCORDANCE WITH NMS. 2018. - 114- IF Sr , I toNo mtfmu STORM PANEL' S ADIEQUAC_� FOO IMPACT AND WIND RESISTANCE HAS BEEN VEPArIED IN ACCORDANCE WITH SECTION I 609. I 7 DF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8 -20 CREW-, USED SHALL BE /2' N M NE ABOVE MENTIONED QOGE AS PER ,AMERICAN TEST LAB or SOUTH FLORIDA REPORTS IfOR14DI-OT AND 0021902-GEI. A.5 SHOULD -7vcco EXIST. ANC I' MAXIMUM FOR WALLS WITH HE, sTuCco. , PER SSID t2-V9 & ASTM C 33D-01 StANOMOS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #11"LA-IO AS PER I� 5T IN CASE THAT PRECAST 'ORAE, UP PRECAST CONCRETE PANELS, STUCCO or.. Woon BOARDS BE FOUND ON (HE FXAsTING IAS-2D' AND 7AS-203 PROTOCOLS, 00 AS PER CALCULATIONS PERFORMED IN ACCGROATICC W/ SECO 11504 OF THE WALL. .ANCHORS SHAJEL BE LONG ENOUCH TO REACH THE MNN STRUCTURE allND SUCH 'ANFLS FLORIDA BUILDING CODE ANCHORAGE SHA! L K AS MENTIONED IN C 1), C 2) & CA) Z ALL ALUMINUM EXTRUSIONS ID ft 0963-16 ALLOY AND FEMPER (UNI-EbS OTHERMSE NOME), SEE SELEFt 1 (D) ANCHORS SWILL RE PwAi-LEAC fmLomm; AL, OF THE RECOMMrNPATICINS AND SPECIFICATIONS QF THE MCIIM'S MANIIJFACTURFR � ALL ALIJAPNOM SHEET METAL USED Al' CLOSURES SHALL HAW 3105-Hl' ALLOY 8 PANELS MAY ALSO BE INSTALLED kOP12OWAULY FOLLOWINI INSTALLATION DETAILS VjOWN ON 5ECT)ON A THROUGH 6 (SHEETS 4 T E % ALI STEEL SHEET METAL PANELS $HALL HAVE STRUCTURAL OVALTY STEE1. ASIM A-IES) GRACE AEG MMMUM, 0-60 GALVANIZED IHROUGH !�) ",CtPl ITALY, J19ADERSO &(D SHALL F407 0 USED. STEEL DESIGNATION W/Pl'. 122 i. (AIFIEP RCALLED)� 9� IT SHAIII BE 1HE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER 13 FO RE , ED TO ANSI AGE, T41S SHUTIT� SHALL ONLY BE ATTACHED To CONCRETE- BLOCX DR WOW FRA E - ALL SCREWS 10 13E STAINLESS STEEL 304 OR 316 KIEL SERIES OR CORRO90H RESISTIANT COATED CM60N � AS PER ON 8AUrjAC SJRE PROPER ANCHOR m STE- LONDE, 5GO18 W1 50 TP naD SIRENRITH AND ILO RAI TENSILE STRENGTH AND SHALL COMPLY W/ "RRP, BUILDING COLVE SECTION 211133.4 ID EACH REGULAR STORM PANEL RD'H LENGT4S OVER 90', A' . PER SECTIONS 1. 2. A. 5, 6 AND ALTEIR;IATMES IW, 3W & AV? LIN SHEETS 4. 5. 6 & 7 RESPECTNCLY� SHAALL HAVE A LEGIBLE AND R54DILY VISIBLE MARHING INISMUCTAINO OWNER 04 TENANT TO 6 EICLI TO Elf ASTM A-307 CALVANIZED S�L OR AISI T01 SERIES STAVALM WILEL. WITH 36 ia�� MILAUVI, YIELD STRENGTH SECURE PANELS WITH. APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING gn 7 ANCHORS TO WALL SKALA. RE AS FOLLOWS I I THE INSTALLATION CCINTRAMDR IS PC SEAEJCAULJ� ALL S1,10TIER COMPONENT EDGES *I�CH REMAIN IN CONTINUOUS COWACI WIPH zi THE BUILDING TO PREVENT WTND/RAA INTRUSION L_ (A) T2-fXVjff-- ,V0=SQtTCTTM - 1/4'o TAPCON ANCHORS AS MANOF�AC`MLREG BI IT W, BUILDEX, INC. IM;I,I f'�IB2 p...,) A2 STORM PANEL INSTALLATION SHALL COMPLY WIrl SPECS INDICATED IN THIS DRAIAN' PLUS ANY BUILDINC, AND ,LiA;NG RECULAHONS _ PR EVICTION WHERE PERMIT IS APPUED TO �/4' 0 I, F/E` CALK -Ili AW-HORIL AS MANUFACIURED 13'r DENALI INC OMDED BY THE &� Ils - /4'0'.� 3/4' SOT-o-SU ANCHCO� AS DISTRIBUTED Ery ALI POINT SCRF'R, SOALT A SPE,141� CO GENCRIC ANO D ORMAIONI ,� 1.3 (4) THIS P JET EVALUATION DOCUMENT (PEE),) FIREPAREU EY THIS ENGINEER IS . - DES NCIT rROVOt 1W I ( -31000 P.S.;) R-Sont) ( FOR A SPECIFIC PRELCM. ,. WHERE THE SITE CONDITIONS DEVIATE FROM Tilt F�ED - #14-10 PANEIMATE rEM41 * & PANEALWATE PLUS ANCHORS. AS MANUFACTURED By FLOG CVKVRUCHOH PRODUCT& _ 1/4 0 ZAMAC "LIN ANCHDR!E; iL- MANUFACTURED 61 DEWALT, INC (t) CONTRACTOR TO K IIIESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLADON INcLuoRic, arc sArETY or THIS PRODUCT I A 1) MIN14UM EMBEDMENT OF TAPCON ANCIAOR5 INTO POURED CONCRM SHALL Br 1 1/4% 2' FOR tLCO PANET.60TF� AND BASED 04 THIS P-EA) PROVIDED HE/S)o DOES NOI DEVIATE FROM THE CONDITIONS DETAILED LIN THIS DucuMENT CONSTRUCTION WETY AT S,'TL IS THE ,�ONTRACTOR'S RESPONSIBILITY 1 )/4' FOR ZAIAK NAILIN PHOTONS, ��) MIS PAROOD ITIALdATION 0M�UMENT WILL BE CONSIDERED MAUD IF MODIFIED A 2) CALK-414 OF SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' AND) 1H& POURED ��ONCREFE NO EVKDVEW INTO S7uCC SHALL BE PERMITTED. t/4' 0 20 SMEWS USED SR4U BE I Y/�" LONG MINIMUM SHOULD 5ruccel EXIST, td) SITE SPECIFIC PiloitICIS SHALL HE PREPARED BY A FLORIDA RE1,A51TRED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1� MINIMUM FOR WALLS BOTH NOSRJCCQ, AND MAY BE HEADED SCREWS OR ALL TYIRI SCAC45 W/O NEAP� ENGINEER OF RECORD (EuRl FOR THE PROJECT AND WHO WALL RE RESPONSIBLE` FOR THE BUT woll WIND NVIS PROPER 141% OF NF Piio k4fi[FtR OF RECORD, ACTING AS A DELEGATED ENGINEER 10 THE p ENGINEER., SHAL, SUBMIT TO 7RS LATTER THE SITE SPECIFX D ADS FOR AEVEEW E,D , RAW A,5) IN CASE TW PRECAST STORE, Plea-CA51 CONCRETE PANELS, PAVERS, STUCCO OR wow BOARDS BE FOUND ON THE EX STINC WALL OR FLOOR, ANCHORS 54AIJ, 01, LONG ENOUGH to REACH THE MAIN sTRUcTAJRE BEHIND SUCH PANELS �0 THIS P1.0. SHALL BEAR ARE DATE AND OTiONAL SE AND SIGNATURE OF THE PROFESSIONAL I ANCHORAGE SHALL RE AS MENTIONED IN A,I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (B) To-W11ING I2Qw_Rjn_wAr"I_Av4_E;�" 14- SHUTTER MVNjrAC7UREFeS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM --- - t/4- # -WON ANCHORS AS MA10,1FACrUIVED BY I I A BIALOEX. WC� PANEL SHUTTER IN ACCORaMICE WENT SECTION 1709.9.2 OF FLORIDA BUILDING COOE_ ONE LABEI ' ,14ALL BE LAC FOR EVERY OPENING LkBOUNG 10 COMPLI WITH SECTION 17099.3 OF N* � - 1/4' * 1 7/8' CALK-li ANCHORS, AS MANUFACTURED ITY DEWALf, INC FLORIDA IEUILDINT IIDN� i/4 - 0 X 3,14' SOLLO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCRE. BOLT A, SPECIALTY fu _ of�� " jj*-111 PANEI.Al, . ,It AND rVAIVELLNIATI PLUS ANCHORS, AS "NUFACTURED 1, IL. CORSTRUCTION PIT 111111111t4 - I_ ,/,. � ZAMAC NAILIN ANCHORS, 4 MATRJFACTURFO BF1 "ALI. LYJC tR A ,,�oA � : ....... ... ".. E�1) WINIWUM EMBEDMENT OF TAPWN ANCHORS, ELCO PARELMATES AND ZAMvKC PHALAN ANCHOR, INTO THE P� IV . `..�? I , �%`_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BLOCH LINE! SiLAILL BE 1 1/4- �z : ___ '_ I* I -' PMr 't .,OKA MR., - I., -44 6 ' 24 GAGE GALVANIZED STEEL STORM PANEL Ve,j . 7 * 1 I 11, 2 I CALK -lI . -L.-IET AN.1 SHALL BE EmSEDrIED 7/a, INTO -HE coqcRETIZ awcx uhil�- . . = V..., In, , 1 _t slvcm sHAA BE FERMATTED I/i_ f-20 SCREWS USED SHALL BE t 1/2- LONG MINIMUM S-OULD 1, -to rxISI. * <' �_z�_ - ,_> '. _ In"" tive f I AND " MINIMUM M, WALLS WITH NO STUCCO. !-' STATE F - - ' - I ,, GLOBAL PRMCTION PRODUCTS, LLC. IHYC / _N I �� I �., - - � AIRO 5. F, T.w - e,',!L) 14 CASE THAT PRECAST t,TONE, OR PRECAST, CONCRETE. PANELS, STALCCO OR '0000 BOARDS BE 'ov �, TIALUT TESTRO, A, rNORIETAIL.0 cDMwAv wL 20-175 MSIINAC WALL. ANCHOR$ SI(AU_ BE LOW, ENOUGH TO REACH THE MAIN STRUCIURE BEHIND SUCH p §�P, 01081 " m s .._ � WN_ _.,_Im__ IXHIP I 1 ,`�14 _ I - RAW __ I` PP`1 .1-1. A`RXA1 (P.100- IHIL m, m�"_wlv ,/ - __ - - ,ANCHORAGE SHALL BE As MEWPOOED IN 5,I) AND IN 82), 6�x� t,'-.0mll. 1 -_ 4----!��-4-B`- ,*�,0#11144100 I-----.-------- —�"` III _/�I.X/IHUE , TOP X, I., r- I -;7- __ � ,ill .1.11 , I !_:�! ;�r v Ii - 9 I � - I I IHSTALLAT-ION 12FETAILS FOR REGULAH PAMNELLIT-) 1 1 INTO POURED CONCRETE QR CONCRETE BLOCK STRUCTURES rRvE 4.StMG POUR" CONCRETE _ I I - _w I �:' I RfOijInS r . CONCRETE BLOCH .�,, ,� REQUIRED. , �� .,t� .. RZTE ANCHORS "' CONCRETE ANCHORS � " - ,,��14',. A (SEE SCHEDULE ON T�IIFIQIIGH 101 � SHEETS 9 (�2) (SEE SCHEDULE 1 �,,� ,�, 'Z 10) `�,�,`, SHEETS 9 HZ 20 EXISTING POURED CONACRETT. OR I -- - !,Z I &I �� , I , 1-1 - I- . CAY CONCRETE RLO - REQUIRED . -03 1-z" tvv� IRAD BAR, F- � 11 112* . 114' . - - �. I.` I 1/4- � - . 0 6 I/,- ITC, � � '11� ... I .6�, - 11 -I - -11 - 'A ! "I . MAXI - ,- � - I :: I , - CONCRETE ANCHORS f,V. I , . 1 _____ --I - - r t � � I �, ., .... � (SEE SCHEOU ON _A�'tr_l . . LE � ,, - 1 f� r I I � i E.D �� A SHEETS 9 T14ROURI Ili) ,-t" 1, 6 k 11 i I I I 11111� - � 1, �� :� ,, � , ,�� _� 1- i � � I : ,,,,"I'll � : 1. ; -�:, I -, A I ED' `� L ;17-7, � F -1 p EIaT 1 't 1 I I I II, " A - , - Cl) I I i � F �� I - � .... 111 : C, ', I .... , "I, , . 71�, ,-, . I � I , C, j I 1, - ______�___1_ , -J I J /�-, I - -- -- -, -4 !-- MI- ,B �� '0 i 11 I I - - -,-- __ , L__ I � - __ , I/ 1� �,�� IT - 7 i ,,t - -.0 .I � " - �� 1_� I I , . I �. I.- " A i I AT : A : I A SEPARATION I , ; E F --- �SETZO =LE I wa,I oAP r-�n I EXISTINr' I -L, Mo.. ' -1 - - - ON SHEET 3) I i I PANEL LENGTH 11 SEPARATION AT TO CLASS. ^ I I--- / � I LOGIN � )`_c -4 , ( I; IT SEE SCHEDULE 4 ON siqrt 3) : I I �_ - �_ - � . , , ,� � :;4"._,"" ,-, "", - , , ,�.. I I. - I : i I I 1 V3 (SEE SACHEDUL f I III 1) - 't, U. I * I I I ? i ON SHEET SIT I I 1- j 11 i FANEI 11 � I I TO GLA31 LENGTH -I (SEE SCHEEI I 1�111 11;GTH (SEE ScH EDUCE 1 1 CONCRETE ANCHORS - - _ I I 't , (SEE SCHEDULE ON I - , ) - 11 V� (SEE SCHEDULE ON SHILEY 04 SHEET 3) ,I - --- - I 4( . -.1-1 I ON SHEET 3) I - C, i I SHEETS 9 THROWN 4 I 1 I 111 I - �1: TA I - 1 , -_ I � [ ,,, " "' ja,� jK'," �, . X �, , v � T I i � I 1 - ,(D =9 1 4 EXISTING 1 . 11 I '1',`�,4`�N',��""-" -,. , ,_ , ", MAX ,,, _� _ , ., 4_ I I r D. ,.,X�'r`, I � , I I T,g I, i I ,.,,��O", 74"'_� A 50% � ", - I � or IL7 - , , , , ""�""".�,�,��,�,�'i�,-,�,�,'�',',,, � �', , ." I M.Ass : ! , 7��, r � 11 :'I', , , .. ��' " I I -1 I - G, I . I" , . I , , 2 I - , 1 ! , .�� , I'-- MAX 1% I '" " - , `�,,��,, i �'. ,�;�J�,��,,,,;,'�, . .1"," � , ", �;;7�, �, ,,��, ��_�,,,�,�,,�-", I , , -11 I i �"',, , I I I � E 01 I ", � � , I I � t i 4 � I , I " , I � _11�";,`,1K , EAX I` A L' - , � , ,,'2' -1 t7 I - I I � ,11 !"_��, i E". I I ,��,'�,"'!, I �, , 91 I A ,,, I I ," ,"O �� "�,__,,;,��,,� ,� "' '1__1 1, I* ' . . I `�',,`,� 7- 1 ; _w 'i I �_ I "N" AIX PASK. HEAD � : , I% ;�,�";��',�'� EXISTING POURED I 12 1/2' ac. CC44GFIVE OR � � I I , � �,,,�,, " 11 I - : . A CONCRETE BLOCH �� I I � _'� I __'�r-_ , , , ... -, CONCRETE ANCHORS , , - _ ,',,;._�".-� -_ 1 k (AS APPUCASLE.) � ',) ! I , - , IA.ho, IT. �. OR - - __ � '0 ___ 11 e _!Ev_�-fa $15. 4.5. W/ w � REQUIRED. ... ,:; � - I " .,�� ", � I I _j , - ,�� (SEE SCHEDULE ON , A -, , , ��-` I In, ;/*,��tw � OC. - " __ ' . ' ` - - I' hG" - �11 1: , - - -,,,;, e; -- S14EETS 9 THROUGH 10) �-,I_:,J (5) ONLY WHEN SOLID _`� 'f I _��`��"".�' - -ALTER ... TE � � !,��'J,-,j , . V & CALK-114 ANCHORS " t LEG LOCAVITON A lf� r..w. r... ; � � ARE USED & */ WHEN - EXISTING POURED CONCRETE (A CONCRETE BLOCK I ALTERNATE CONCRETE T CONCRETE - 99C= CONACREIE NCHORS PANELMATES AND.1 ARE USED. REQUIRED. ANCHORS BLOCK RFQLARED� EYM STAGGEANEBAW/ STUD (SEE SON OLE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHErts, 9 THROWN 10) --- � I M NTINre SCALE Vg-i� " NQ ,vow SCALE .3/8-1" WALL MOUNTM / SECTION SCALE �i/8- PIRM MOUNT i I - ""IH"A�j"7"w` - "zo � ........ N ,��-.,','Wl � � ._ . � ,,'�%N ." CuEN �. � �, * - . � - . � FLORIDA BUILDING CODE (Non High Velocity Hur icarle Zone) I - - � E.D. - EDGE DISTANCE (SIR SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINEDDIN ANY WAY TO Surf ANY J_ .11 � ' If ` .. __ , 0. 44167 ' � o . z * -'. * _��. * B = I TE O� 1.�. - - - � STATE OP �; _a__ _.C.. , - W_ �_ - F. - i�,:�;,_. 14ORID , __ "__. . , - . I, .� ... � z � A400c IILRI= ,�� 24 GAGE GALVANIZED STEEL STORM PANEL - / 11LIEC 0.1111C \ GLOBAL PROTECTION PRODUCTS, LLC, 6 fEM-4 * .EM C.- +w SV_ 5 SoCE` ".., - - - - - , !MVIC FL =I. , .,. F.I`. IYW*" R, I o"I'T' IMIL 20-175 NSTALLATI N. \ , , � /'.'.*:,�,;�* --f,;,-,;:N?��--m*y---Tc _ coc_'. _, - =Z11- el � (�)N`%`& - 050me-, - - - DR,`*tXI " MIL .j -.�, FT . I - ! I �!POTFL - Fm9t I I .01". ___ ---------- INSTALLATION DETAILS � 1 - FOR REGULAR PANEL ,,-,, J 2 INIQ WQ9D ______ , - � ." _. " 111. - - , . I I I I , I , I I � I � I ALTERNAT LEG 4'.0, (W-) EXInNO WOOD I I - � .. . �_ __ - ---i,' I -- - ;- - - I L.E I I . I � 1 EIEW KOORM. STRUCTURAL . ADEQUACY OF EXISTING WOOD I .. . I � � I . �, �, I ;, - �� I BEAM TO BE CERTIFIED BY --Ao- -,�_- Ed - 11 _� - I � . . REGISTERED ENGINEER OR � � I 't � � . ARCHITECT PR TO SHUTTER . I I . - toR , I I -:, . �'j _ - �J ,I I � _ � f-0) I INSTALLATION, � - � I � . WOOD ANCHORS . I - ALTERNATE WOOD ANCHORS . - -_ i -- � � . I -� '* ", - ,/AN,- HE, wAsNDF mDLo . ; , � (SEt SCHEOULF ON '. (SEE SCHEDULE ON 1� I . , ,- I - � -EG" ED- - _lW zr svwo ON . 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I (SEE S'HOD LE , ) 7 ' I _1 ON SHEET'3) -1 - -_ � , -, - I =K-1 // A i -1- DIZAT "_n - - 1, __1 �- . _�__, I I - ,� t � I i I I I I - -_ - __ . . __-, -- � - I , -A -1 I -- ,J� i I , W% i . I A so, x D, -,- I I I or v i M", " I _(� I - i I /-, I I 1), C I M". I I� 4, - I * � . � - : I II , , 0 ,2 � /, - , 11 I I _1 ED - , lfj 2- , - - - _1 , - - - . L I � �� - - ,/.-_;IoH- I i � '11=111111 .1 - __ 11 - --!- , " I - I ; I I I I-- ED I 1, - �, ,4��, - . � I I II-W � . I , , f_�) IRMO ODLn 6 I/.. ac I � - - - � _ __ -- -_ I I � � � I I -, : � _ I - __ __ - __ ,2-xs- WOOD , - 11 - - - - - BECK REQUIRED . I � � 2'.4* WOOD PLATE I _ "' - REQUIRED 1: � i , ANCHORS - WOOD ANCHORS I- , I ''. , � I � � , � � I ,( T SCHEDULE ON I 1-11111 (SEE SCHEDULE Oy - I , � SHUT 1 1) �,_ SHM I I) �=,,., � � � � . ,�t I I I I-- --- 2* MIA.- - Ir=hg 1 - - -- ,, - - . - j - AND MOR MQUONG I ALTERNATIVE M i SCALE 3/8. I' BUILD -OUT MOUNTING ALTERHADYE 4-W . ,/B-, � e�w""7"N"A", /,;��,� ..:-�ItZ�,*% ,.�, �,_*.-,`\�CENS'% pl_� z .. e '%-- NOTES: N 1f_.1=_1Q_N1_z 1, INSTALLATION ARE ONLY VAtjD FOR MAX. A_SD TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p-s,f) AND PANEL LENGTHS x; f .': No. 44167 ` = = III,: , = = : - 1*s S.-O'. - -s I 1, " FLORIDA I`*XIA MROD. � BUILDING CODE (Non High Velocity Hurricane 24 WE GALVANIZED STEEL STORM PANEL Zone) I.P. - . AS PER SCHEDULES ON SHEET 3 COMBINED IN ANY WAY TO SUIT A,NY T WOOD INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCDOW -p".., . : I .__ � - - 0707111m i MEMBERS TO BE SOUTHER14 PINE No 2, W, .1 T- "I - . .... -_ "', , � GLOBAL PROTECTION PRODUCTS, LLC. OPZ� DENSITY OF 0.55 OR EOUAL I 11 ,I', I - THLIT' les"No A ENOWEIrvic COMPANY - - - P, A. .1. "m S.*. 51 STREET Dw. n. 3"3, -115] NH � , - 0 -, =) m_ pCX4Ias_ M,W- Ns,)A%,,HRI. FAX, EtR,qw&i-vg? _____ _ __ __ __ - - P - MAL/VOWARAE/run CA-0006714 WALT04 A. nU0 J,, P1 F!4q!y g" t 41167 �_,� . T - t -I - I .. I i - -I. m i i i �2O _ _ .. or I. -,-- I -I.- Q) (3) _= Cf) -0 --ffi > (3) C— -"-j 0 L_ (1) a) L_ 0- CL C: 0 '70 0 L_ = .&.4i, CIO 0 -0 0 — 0- a) (35 = a) -0 0 0 -0-0 .- .— C 0 C L_ 0 L_ — (1) ku = 0 .0 -6-6-0 Z LL_ 4- 0 — m > . U) . - (2) U) L_ -4-0 M L_ CL - � -0 40 . C= co C)_ < - , I '_ 0 1 - , . I I w . - T�- i L 0 :;p LLA :) 40 - C= . 11 H c= L.-. CL cll� m C..) C14 .11.1 00 >< P -0 L, C%_ C: M C= - 1= m w C, - 2 0) z3z 1 :Fz W= - r= = = '-" = w 13 . - ..:r t 4 = - 3: co -z; z; -0 . 0 w z - :P, = = a, ::- =.. = .!F " -Fi. -,= = I-- .5 m C21. C, Z; z MI Cn L. a) (1) C: CIO 0 0 L. " =3 LU � < z M < _j 0- -4--i (D (1) = U) m > 0 " 0- CL < i 0 =3 _0 0 L_ a— (1) U) m m SHEET NO. SH 1.3 I a ____ ------ - --- I F_ END CLO-9jURES DEJAIL5 EOR INUALLAI19N IN POURED CQNCRETE, OOQ STRUCTURE5. VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL Q1 5YSIEMS . - - ` I , , - - �_f` '_ Ai -6-t- ,(�) a -(9 OR � ... ;1o9CM$MTfoNtG1_1T%R t-�,' VARI 1 � 2' . 3' � .,% 1 ".4' W= FPAME we,, -Ts a,., TP =" T, I ",-. _", ce _` _1� , - 5! -1 \' I & 0 aEvAwn MIGLE wilt 1 (.,# . 1 3/4* 11 * �', /, , I '� __ I (.,# . 1 3/4* I (.,# . 1 3/4* -1 I , , , 7 MI , 'a Qc' � I e ;/2' IA-CDN 6 a Qc , I ,�, . , , _"`� I f ) --- m M.. I I POURED CONCRETE. cc cRm - � �� 8 A OR 2',e WOOD PRAME-_ R,E, ��-'�� I z'll 1/4'* � 1 3/4' TAF _�"I . � 'Lo, 'FICIf MwN -.� ,, Awl'oli a Ir OG- (�fj- E COK I. QMRED I 3'1_`T� I I -, I - --- "I , m�,, - 5 _�All ��: : It. 2'14' *OOG 'FAK . �1�'C)R(A �,� �� I --- . - I __ I . RE"w . " - I X 1, )411/r GAPJ I -'- ' )1� -i � I I r 5� 1.1, 11 L- 47J -4, 11 . 111� , - I - - \_;NATEL, I /-I 4�1_1�', I 111= " 4111'1,4��1�11,�,;Ll� _L I � ___ i 111-1 1 /17 "' .�r,' It 12- ox, 1 2. 1 . . . 55' To - --,..-.. ; - VARIES - " , � � '� : : 1,55; �" j I I . . 5'�,- I I �) L,/ � $* w_ I r cow - , ,�', il I Atia Y�� I 11111o".3ria-.15�. T , I ", �t SH. POWWD CONCRETE. CONCRETE i I I- Tm- VITAL ALUM. BENT PLA'f . , BLOCK OR 2'..' WOOD FRAL(E ' 2;AK 1.11 bIr, '� V \ �_ 3 1 REQUAIII "' � ,__ 'T, 3 - I 2 112' 'T, / - /-' � 0 wit-14 ATLO, - �i� \- , - �t j 'Ie 2* - I " .LK Cow � ALLU. AMC I AE -1 � / '� M GAP � �,'x -,-/ Ip- . BOLT ., . �, . .072' 0, 12- cc 3105-HI. OR VIRITT-11 N� I I WAMC�Nvf C�t Ah� ARGUE I CASE A (PM 9A SUL OR (PLAN) CAU P-JUM I sCALC 1/4-. 1 � SiME: ',/4..I- SCALE 114--l- SCALE t/A'.1' I -.- --- - f.- -, . - I SOLID -SET OR C-IN e�,, "" OR sz, - � 1-1 I -s'; ,(A) '0 '14 OR =0=1, IDASTING tRTM A' HINALI op=.MATI: I _'. , � - - " N-N - it- - -f' __ -ill.. BOTTOM on PANFIA�TE PLUS (SEE \ � GR 21.41 WOOD SIDES OF OPEN $C,`E I "I. To 'Dju ON SHEETS III � - I = - IRAME REQUIRED AS AP-1,14011 INC ") - 1. (MIN PANEL A =I. �-_41' ' 64 & V h � OVER ,,ow , Vw .00D TRW[ ", � Y O', 11 " " , , I I I 11 TICTIFNED 'I� ,. #,��,, M7777'77777,-M , opuNNo --.) --� zxjG;= -m--. #w W I �� mum 1�1 "., .j. / I I , ;, �,�., i�ia� I � I � -z- _j . , I __�, �� __ 11 �� I__ - - " - '_ --- / a / OR(o \,�', 4 1(t - �, - �J_)XCNT AT/ ANCHORED F , A, ,J1 . Row VARIES, � # , -, REAR RAT TIMM$ PARALLEL to ! ; s" Nt., P, I ,._._, *v L (NEVER Cut END pmro i � X - GO DISTANCE 777� -7* :-=, �� x ._ / - I I -1 I 1____� ___.�� - "IONON.", "--\ _�`f. \ /— ,/..-. - — r ot 11�1 _,,�; ,,,,,, '�,� A, tj�jl, 1 , _s` ., / " - ,N ,,,�' .. SCALE 1/4'-I' 0'. - ... * 1 "W V. . — . \ : , ,-,-,- VALID FOR DIRECT MOUNT INSTALLATION ONLY & I _1/ _/ /0:*� I — r- " -1P s v0A1S_- . , , S CERTIFIED PANEL INSIA1,LAILOT4 AT WALLS W1 � 1 4 . z : SURFACE LEVEL VAIRIA11ONS WITHIN 3/4' t No� 44167 *-. I I = * - = FLORIDA BUILDING CODE (Non High Velocity Hu cons Zone) � * �' is Z . - CA5E E (PM Tr - ILT= M ,�. V!R% .1 24 GAGE GALVANIZED STEEL STORM PANEL TITART, D" 1�11-- Zo 10 ...... SCALE 1/4--1 - SCALE 1/4'' 1-1 V .. � . .. . I I - 11, � - e� �, ... I - / wl)/M "I � - . . I / I I L I E C 0 .., - \ GLOBAL PROTECTION PRODUCTS, LLC. Dul'. "'111"T" - "Ll"N.; . w-w � S . 51 STREI . lzc> 9== ! �, - - - .� - . .1. , Tit, 0-. 1 4 W07 20-175 � PRO ": t�(Nip - .)Sif-?�, F4 ff6.)M- - - , w jenwill 1E SE4,qAWuAE;`bLTT �=6719 . - - - DRAt,tI1 *1. . . .= 740 ill. "11 n4ATE*N 2 � I = -o"'i LL A -191 I ___ ------- I MAXIMUM AMS& USIO PIRESSURC MING (P.S.f.) AND CORRESPONDINra MAXIMUM ANCHOR SPACING LM �TQRM PANEL C1,1N51ALLATIONS INTO WOOD STRUCIURES (VAUD ONLY FOR PANEL QiNsTAL_LA-n0NS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAY, A.S.D. -_ MAXIMUM ANCHORS SPACING FOR E.0, - AS SHOWN ON SHEETS 6 AT 7 ' _____ APPLICABLE HWULM DESIGN PRESSURE ALT1111M PANEL - I � RATING TAPCON LAG SCREW PANELMATE PAHELMATE WOOD RUSHING ANY CU EDNATION 't � ip. 0 FEMALE ID PLUS a F THEM (ill) - - 13-,---- ". Ir 13- 11. 1w (TEI - 13 � � Ir __TF_ __Ti;___ __ Lw iw-"w 6-11-r- -a _i7i� ----i T1r__ ____ 6 1/2- ___L3L_ 6 ljz� 2W w) - - 1_______ - - a 1/4- 12 l7i�_ -6 1?_4F_, - V-07 I . I ____ ---'--- 8. ___ -�-.-,.,--�-�-.-�-�1--ll--�-----�l-.-�.,---�----�-.��!lir--� ______P._!!!!i____ OR LESS 67- a. v - ..... . jj�� ---w. - 3w (BOTTOM) �__ --..- ___ _ _____ ____._..!L__ _.,_-____._.__ 11, - _ 4W (TOP) .4�. -45 !�!__ 13, __ll�___ 13, ____11r - wY_ - _.____t3' I3____ - 13.----- �wfqwom) OR LESS Ir 13" a 112- Tit (TOP) - 13, _L3:__ 13, ---L3:-- 13. - ,1� 1. Iw (BOTTOM] - ' _-T-�/-2-- 6-1 /2' _' ---i' 1 _12- - ___ - 6-1/2 " ____ 6 1/2 2W (TOP) - - ____i__11e__ � 12 I /2, & I/A_ _' - : BoTt.1 T60ITT) ii (:_ >V-O� __ , - - '. ------.-- S 112, _______ 6 1/2- _______ _.- ii� -- ff&� �&� __ I,) I", _�-L'r- ,12' ___ 1�1' I.,---- ____ 7' --.--- - 3W (SOMM) __�,_�____ _t _ ____r__ 12* __________ 12" _______ �. .--- 4w (Top) I _Lo_,A�_ 13" _97V!, 1_17� Ir ___.,._'_;_'___i'_17F__ i3 ..--- ) - - SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL LEM�3 WHEN SPACER 64 IS .- I USED, CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 I MAX. "D, MAXIMUM ANCHORS SPACWC FOR EM � AS SHOWN ON SHEETS & & 7 I— - Al'%10� MAAMUM DESIGN PRESSURE ALTERHATIATU i394 RATING TAPCON LAG SCREW PANELMATE FEMALE 10 PANELNATE PLUS WOOD BUSHING 0 & ANY co"S"A"ON 10 (;,�.-1 ) OF THEM (TO , Ir ir 13, 13' ,3. 1W (TOR) - ir .---- 13- ---T3:-- __I r- _,_W___,_ �w _(Barr6zo __ 6 1/2' - a 1/2- -_ a 1/2, ____ 6 1/2- -----. a 1/2- _____ 2W (Tog _11- _ - - - - __ 6 1/4- _-, - 12 1/2- 6 T/-4-- ___ ,..,. - - F -, - -.--I-- -, _-i 112- _,__i7 111_11w -I--,-- _11_1 ___11___t!!!,LwT*)_ - _1.__1_______ l�!._ 11 LESS __ � y I/21 1-11 I----- Ir " 5. __ - A (BOTTOM) - _13�___ - ____;_3z__ - ___ __��___ ,___lk_,__ - ___ -, Ti� 4w�i6m) >.45. -45 TO '75. -75 13, 13" - �3�___ 13, -Is:----- 13" ---,- -13�---�,_�--- __ 13* 10 - ___ aw (BOTTOM) ,W (w) - I 13- 13 . 13" 13' 6 I^- 10 (BOTTOM) __ 8 112- - __ 6 1/2- -, 5 1/2' ___ 6 1/2' - 6 1/2- 2W fiop) - I - __ -i I /4 __ 12 -1/2-' - 6 1/4" 2W (BOTT..) >57-0* .--- 4 i772_-;�-- - ---- _______ 7 1/2- ___ 7 1/2' _,__i;,____, __ __ - - - 3w jEop) r --e ----,-,-- 5� _____ 5 1/2, ----,--.,- a. ______,3_w_"(qoTtOM3 ---�-37,----,---",�2�------"I��,- . - _ -13-,- ---,--,,--"-- 5 ,12" 4W 1101p) t I __.__________._ ---- !L_ -1y ,____,_______________ - �ly , -.-- 11" __ - - _ ___10:_ 4W WITOM) - -_ ISEE T#R1 #I FOR MAX. XS.O. DESIGN LOADS & WX. PANEL LENGTHS WHr �SPACE_R i& IS * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 I= #I 4 A.S�D, DESIGN LOAD MAYJMUM PANEL LENGTH _____ - 40 PSF OF LESS ,.-a. I - > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ,W ID OR PANEL MATE PLUS t'�� ANCHORS 9 �t . ,��L'Q� 1/2* O.C� INSIALLAItON DETAILS EOR LIFE SAF EANEL n1 INTO POURED CONCRETE OR CONCRETE BL09K SIRUCTURE5 I/A'* TAPEGN I =0C=0FG"` 1/4's TAPCON`O�Q____ - _EXISTING POURED ANCHOR * R, ox� ANCHOR a 9* CONCRETE OR nf,� , CONCRETE Kocx ��4��, CONCRETE BLOCK , 1� 11 IT �ep, REOUIRED. 1,; EQUIRED. ,� � , "- , I - X111411 , , 1. i � � '� �2 � 1�1 , IN :_(2 i� I , � , cz) ) '. I 1��e 11 I 11� A � -A 1 I ,,-� 112' 1 i 1/4* 1 , �'. -, I - , - 11/4. , . � . � � EfAic__ - - - - � , . __ - � 14 I I .1 L ,� I I ED � : 1' E D�- - �11 ri I � I 1� ; I 04 : _ I - � I L -!',��;_��,;�,P--� 1 � �:::_, X/ � I , A . I - 10 ; I- MITI. ; 40-1) I. i r-SEPARAMN-- I 4 1 0 To CLAs . '1.�Aw, fxI5T4iNq_u F ,�', ,r.'1!__ - tE g� , . , 111*�� - - - I 1_1 - GLASS D . � I � ,- I AT I:"` �, I -V�� r- , - , i I I I =."=" 11 T �; i I .21!-� � ., I I " i I . . I .L. . I I �c it- "� I I - . '� t`A,NL_' LENGTH I - � � - I " f I PANEL LENCIt, il_ __ � �=i'A_ Isix CLrvAt*N a . I I (SEE ELEVATION _;�� ____7 � a I 6 I A I ON stw 12) I' w�. Of4 SHEEl 12) ft K , I 1_11- I , :--SFPARAT'&,- ; " ?. I I III TO GLASS, - �_ I �, _ - -.--.--I- I , _ I - , . i �_ - -_ T I , _�,,�-,%J,`,, I - - - - " ,;�.',,�,�-,�,��;-,,---",-,L,��'�- �, I I'll �-�i,�� . ," �,, , 111.111,17 i - (j) L12 `�'. fl�e;��,,�,�,'2,;�,4��,,;5 I I- �a -) �,�_ ��,"'�';',-�� 11 I_, _,'� � , " -1 . . � I - : I I-! �;zg I � ��-, ,,,, I I , : 4 6r* � EXISTING POURED: E,DA ;'�,,'-��f� I n-TT". ,-UPw �1. I I I I - ."', ,,, _�'11111` ---- I -1 olCtt �, -,-��, J - @ CONCRETE GLOCK ,� I.A. 01 REQUITED ..... �, , - __ REQUIRED �- -,`� yr - � � , ��_ I I I - ",", � 9 1�:�,, �, --A I I � L. - I . W. ; - - -1 - - I 1.11 _� I I I __ __,_ - __ i �-�-,-�?,j 1/4-0 FA14nAVTE PTAIS - I 0 ANCHOR 0 12 I/!- O.C. ERMALS SEE SHEETS 5 & 19 MR ANPLOAS TITE 6 SPACING FOR IAM ANCHOR SPACINGS AND WINTULN EDGE DISTANCE ARE OJENCATOO ON THS SCNED"C. -W E.D UITS THAN ffl�TKY.4 SPENGtICIM-00 MCATED ON SCHEDULE REDOCE ANCHOR SPACING By 5_CNMU1W THE fol"DiAlks FACTORS. FOR THIS OF'okk"N To K POSSIBLE. REDUCED SPACING OBTAiNED USING FACTOR SHfill. NOT BE V.SS THIN MINIMUM SPACI *01CATED TOR EACH ANCHOR TYPE 00 MIS SCHEMILL li��_ AND"O' '" � ,Y�*, AilihAiitt PtIA, I .- www" AKOW vicow 00 __ 3 3 ,N, i- Do __ 3 3 . A, I � 1/2 XMK Box wavat itz) Fw= - - I Yr _ - - " - - __ " W: - - __ - - ____ ...... D.,,, - --l- � .1 - ______ 31 - - ti , �� _ - I -,-,- 0 I.-.0 - - - - - - - � I I I ". ,�o 1/4 . ANEL i 0`1,�� - I A=; ia=n) 0%" WALL MOUNTINS WALE 3/a-i- FLORIDA BUILDING CODE (Non Rich Velocify Nurric.ris MAXIMU P .- pal) AND CORRESUNDING MA29MUM ANCHOR 9MING SCHEDULE FOR REGULAR .5TDRM PANEI _1 11 ITO CQKRETE & CONCRUE BLOCK ERYMES (VALJO ONLY FOR PANFL(DINSTALLATiONS AS PER SECTIONS I THRU 6. ON SHEETS 4 8: S) kw. ks-0. DESIGN PRESSURE RAIING (P�- 0 U011MUM ANCHORS SPACING FOR MIN F 0. PER SCHEDULE --------*-- MOW - - "' VPUGABU To SECTIONS MAXIMUM PANEL : LENGTH v (kj MAX, &$,D DESIGN PRESSURE RATING (P,.,f,) __= MAXIMUM ANCHORS SPACING FOR MIN ED, PER SCHEDULE BELOW * . A1= , IT _ PAZ. � I TAPOGN -SEE PAN"ATE FEMALE B) PARELANATIE P= ZAW-NAILIN ______ - CALK-110 It IN, OCTIASIMPON or THEM TAPCON WILO-SET FEW" TO PANELMA"E PLUS , I ZAMAC-MNUN CALK -IN To ,,,,,, COAM - =�a� TO 03.wm To GO:w to .io-gi5-- .&GE .F'-' - TO . -a, To TO cmmcwea�m 1. J�--.--_ lea cm&,4 _ TO -to- cmam�. _�� _ 141. -15 OR LESS 31 - 3L I i3L - - Tr -. - ,3;-- --ly I Ir 13* 13, � (TOP) 51_r OR UESTS +45, -5 TO .as, -65 I-- 1.3* 11, _ 13 � 13, ly 1 13* ly T i SI-61 OR LESS __L _U 13. - ,3 . __i3L - 1:1 � I 13, - , Ir 13 I f 13- 13' 13' __ _13-1 -L-1-3L. 13-"a, - 1 Wrro!j) - � - 1 I;- Ir- - " I i; -_ - 3� -L - 3 __L_L_ - - 13, - 1 (BOTTOM) 13' - - 7r t - , 1, __ - -11 13' 13- ----I',- IS, I 13, -IT- Ir - I 2 (Top) i3* 13' 73' 13' I.r 'r 13, L,. . Ir I Ir 13, ji I 1/2* 2 trap) 134 --ili- _LY _ _ tr 13* _T --ir - IY 13' - . Ir __L3�_41 '� --�S ,3. , -Tr -, Ir I _!��_�_ tr 2 (BOTTOM) 13. Ir � - Is- Is- I r 13- 1 Is- i3v ,I Wr Y -w-010 - - _13:_ - _2L_ -,13L- 3L 3 13' 13' ' 1�' ir LI 'Ir 3 (1w) ,r - Ir * - _�_ _1. - 1 3 I:'. - - "� 7- 13. t_ - __ --,B:__ - ..i�.__ 4. _ __ �. - - ". _____ tr - 12 -, _� �_ ___�:_ __B:_ __2�L_ __ 13* �F`, _____ __ _!�:___ _Il:_ ly j 3: _ ___L __i2�_ 4' � ---!:- a, _��' ___ "I' � Il A �J---,l-�-I- 6 1/4' - ly 6 114' I- __.�___�:_,L - " li�' - ,,,,___,, "' - - - 6 1/4 _�y I Is - 12 1/2�112 1/2 - ... PL__��__ 1. I - 'IF , I -1 13- _ _-.,_,,--,-,, 1 Is- ____1_6z_ "*_______ Iz. I - - ____ - ___ " 13- - --,-,--,,-,- 13, __ ,i;� I I - ?3. _____ - __ 8�_ ____. - 7 3- !3, __Ti�__ ____�_ - 3 .L�-t-13, � 1/4- �i 5 1/4- -a- i'L ,- 13, � 13, __f- -1- 13, Ir __ -, I ". 13- 4 - i--T,t:4i-,�iaF--;4 ,1;i� 3 ) ) �7 " �6i)_ - (BOTTOM) ---,-., 5 [TOP) S (SOMM) ---.-.- 8 (TOP) _T_ _L3�_ - __ - 0. 5 V2. _ _L3�_ ! _2_1 -/r a. _ 22 1/2' r - __I?: _ 5 1/4- --- a. _.L 6 Ile -_ T-7-1/2F 7� _j_:_ 12 1 - - a;- T2 I -IV I/Z __.____r__p�_._ _- -T--- _. - 1/4" .t_1__ 8 - -_ 6 Ile —5. __ - 3 . ) _,___ __,r D" � 7- �-- I . , _�� _, _ ___ 1 _ 11 * ----. ". Ir - -, - Ti;--- ",--.,-- 13" - --,----- lk 6 1/4- -� -_ -- - 13, Ir - - I lT1 Is, -.1L 6 1/4- _!:_ t3* -_ IF IF ___._ iy __ It-_ 8 1/4-16 __-_____.__ 13, -�F- - -23* __ 1/4' r 13, T; S _ 13' ---,-,- - -_ - --- 13, --�l�- - -,-- - 13, __ - - - 25 � _-__ --- � Qr t 14' I j;-,�_ - 4 _! __+,_I�__ is, I is, .--- - - r ___B� - t34 ---.-. - te- Il' _ i 1/4' - - - IT Iiiii"(Tap) _ 11 1/2' _ - 11 1/2' 8 1 /.1 4 ( --- -.-- 5 (BOMM) -.- 5 Et0P) ____ 6 (wr.-) - 6 1/4� t 6 1/4* I Ir -I ar, ,7-t- ____ -I r __ - LK__ - - - i;-- - __ a' - -I:r _j-3:_ - [ 1-3 - - . 1. '. 5. 7. - _ ___L__ - ___ - __�__ - _.- 7- 1 7' -I I Y - . i - , 1 ly O 1/2, I sy, 1 I sy, is' 112 /2' - _ _L_ li; 1 13- __ - 13' T 13* __ __ I2 1/21i? 9121 , - -1- ___!: j - I 2- I - -_ --!:.__ 'r 1 I . 13- 1 13 , - I - I'D I /21 _____ 6 64 , t t/4-16 1/4'1 137 - ty 31: __I_ ___2* ,3- _____ 11. ___ 5 1/4* _ - 7' ____ . 13- [ 13' .��:_ 0 1/4� 7- 9 1/2 __ _ -!T��- 11 9 I/�, I. L a 1/4- - .) 1/2' - L - - - - , 9 -1;�i --I �9 1/2-1 -1, i -_ 1 a I/Id ir , 7' 1 r S 112 __ 13- 7- __ -!��-?�!aL - 12r 1/2 _11--1 12 1/216 y4- .__ t__ S* I 4* _ ----r-:-- 6� - -13---rg -1/2- _ Il- 19 7/5� jr i 7' ! I - - � 17 1/2 �O -1/2 7 t/2 1/2 2 _ L' ii T 10 _ __ _ - -4-1-- /2' --- � 112- - - ! / 2' fTO t/�2 _: !/2. 17 5 1 _: 1-11 7 I12 _L/2, ! _ 2 1� ,__L _ ';, __ - ----I--- _j_ - -i —1/. -- 7 I/�- 5 I / 2"i - , "A' - �L_ _�_� t 13, IS' � 1/2' - , I '-, S 1/2'- _�T__ - . "� 6 1/2' _. - 6 114' IS 1/4' ____ - 2' _t_Tt/ __2��__ 1 1/2� - - , l. Jw- __.__ - 11*,_1_6Y�2 _131 I 'i -1 oit?:_16_ 6 I/4*16 1/4'16 I t (BOTTOM) 2 (TOP) -2-(8�OrMM) I 3,LO�) ,3 (80 , 1 - !�j?n _ - (9011U) 3-Top) _ — Swlnow) _(Mt)_ - (SOTT-) >5,-6` TO 14'-4 I 13, I'. Ir Is, 13' 8 1/2'1 Ir 3 1/2' 9 1/7'1 6 1/2' 13' 5 1/2' 1 (TOP) >V-01, 91c , . -5 I I - I ll� 1. -IF 13r" 13---13- Ir __ T�F IQ` 15- 1/2' 13- - _�� TO- _8__ 1/2- II- I 9- - i I _10 1/2* iiT - Ir - ll 6 1/2' L!�K I (BOTTOM) ) Lll� - 13" - 17 Ilr - -- 13 - 17 - �_'/_r -:- t - �7,/7 �F - _ 5, I - Ta`�____6;__ __I�:__ 12 1/2-12 I.- w---;;----i;---- -_ '. _�_ 1/2' __ - � _,��-_--W_7-r -, _1�:_ 15 1/4- -I--- !!�_ -----'-- __LK_ 8 1/4" _11�_ - --L--. 12 i/2" _ 1__A� . IS. ___ IO- - -TO - _L121'/�_2'_�-:+ j__jL e . -1 _ - - . I I . a, -;F _+ - I I 4 - - - ___ , 1/:fj� �11� I/ _�L_2 , I 5 1/2- j - __L - 13, - i3 __ 6 1/4- i '_ _T/i __; - 7 1/2 6 1/2' 6 1/2- __ 6 1/4. __ __ �f_ - 2 (BOTTOM) 4 (TOP) _ 3 0or"MI U_ t_qG_pi_ p OsOTTOM), - '_�_ -Ta": I i, 172F _- l. IF , - - 1 - IS 0� _T - _�L_ - 13 _ _. to* ,._ " I I I " Tr 6 I /1. 5 itawl) __1_3;7_8,�� _�F_ I I . __A --,!:- I, I ar :: "� 13- 8 I/2- S ) ..I:-::- . �. - - � - _ 'y . . ' is 1/4, - _2�. 8 1/4* i Ir 1 6 1/4-6 I a 'Ir I I 7�C HIL-J-11 1 - . Ii. a 1/2 _ . ", 9 1/2'1 6 1/2' _ 13- - 15 1/2' 6 (TOP) ''I'll - SEE SHM I I MR ANCHORS TYPE A, SfAcNG "OR WALLATIONS WTO woot 1104AE BUILEMAGS, 0 MHNuM ANCHOR SPACNCS AND, Meaeuti CIGE OTELANCE WE INDICATED ON INtS SCHEDME FOR ED LM THAN NOCkIED ON �JEDVUE REIIUCE ANCHOR SPACING Rf t"TIPLYAND SPACTAO SHE" 00, SUNI�E By THE FOLLOW" FACTORS FOR lus OPERXINDA4 'TO BE possaff REDUCED SAAC140 OBTAINED uSwr FACTOR SHPUL Nat at LESS THAN WMMHW SIV,CM 00CATED MR EACH ANCHOR TWE ON THIS SCREDULL Ye 1,w. ,/.,. I/,-. 1/4'# ANCHOR TME --il-r.- UPOM - ------ "OLID-s" ooiib�t ____ naaw 0 F*� PUTS __ - __ cw�* , __ winium MXHOR SPACII (�7 3 , , S - I yr I tj�_,/2r 2 v; I MROA"tm 11 - ) I - ---g, - �-,, I --- - 3 -. TRPAAaa 9.4 ff!n am !n am 3 3,11' , " , Tw 3 vi � '. 7_6� ACTUM_ BOX VAANCE MO.) " - _ --= �- I_ ---I liiti, - ___ - - b,. -tin- - I - --- - I _-__ ___-____ - �. __ , ' -- � 10, I I t7t. - - - - --I- ___ I , i� T Ni I—- ._ - r ;�w t __ �iiR-_ - 1---iii.- --im -Im ----I- ____ 17 3,/2' - - 17-1 I- - SPA4,11,113S ONLY V" r 3 USED. SEE TABLE #1 FOR MAX. A.$.O. DESIGN LOADS & MAX. WHEN SPACER " ISS USED� L=f w . - ,� 7 I . I l' '" I' MIN. D.m- n2. _. — — � - - __ - - _� _____ _______._,_____.__�,___1 , 4)-4) I-------------- ---------------I---------------- �:l - 0 1 0 v 0 w v . I � I � - I . 11 . I I r-_----- ------ T , 1-- -,--- --I ,�7 ---- 1-----7 � ? ! _T I i I ,I ' ; i I I 1 1 i -F- -- - 777 -----,, --- I 1 � I'll, � � I I pl � I ! I i i f , 1 1 I I � I 1 I 11 � d 1 , -1 i i , I 1 1 11 : 7 I I I i i i�� I I i I I I i I �,, � � � � ; , , . I � i x I i I a, 1 1 1 i , 1 ! i , I I 1 i I 1 , I � p" 11 a I A.S.D� DESIGN LOAD NOXIMU10 PAWEL I LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO SO PSF 6'-2" 1 1 . :, 50 PSF TO 60 PSF 5-10, 1 A MAX, PANEL LENGTHS ARE DNA VALID FOR INSTALLATIONS INI SOLID SET ANCHORS & W1 SPACER AT 12 1/2- O,C. __ ____ — -------- _________,______ , � __ - - - - _ - __ - . I � -- -- -- � - � ___ I I --,--"--,, -MCHOTTIls �SIEF Sreno"a a NLv_RI`war,1CS ON SHEETS Ijl� 14, Ib &IO�- --- - -,--------,- -- - ,, - - - 1 1 r*R-JA/13, R-2A/13, R-3A/14. R-iB/13. R-28/1-1, R-39/14, 3� MiuL � R-IAWf1S. R-2AW/15. R-SAW/iii. r*11-18W/15. R-2BW/15. R-38W/16. I"WK ; - - � - _____ I 1-1 1_ - _7 - - - . ; ; � - ----I i � � i L/2 T I I I � � I � � I ; � 1 1. 1 ,/A,#-20.,�, S'S, BOLTS III,@ i � : � . � I I CUSE FOR PANEL LENGTH - I I I : � � i ; I kw� , i i , - OVER 7'-61 � \ I ,, , ! ( -I, � . � � I � PANIG. LENGTH I I � T I / I � I � � I I I REGULAR STORM PANEL i ; N j B'-8- 0 +40.U, -40c ps.f- I REGULAR STORM PANEL � I j � I I I I z � I � f �, "I I I I (W/ OVERLAP MID PANEL loam BOLT) � . I r I I I ___ 1 ---- � .- - � - - . � -"- - - -r �-�- -- - � - - -1 ----------------- . 7 4 1 - I I � ,_He4l - - , - 4- - - - - , f I 71-6* 0 +30,11, -5,64 ",f � � r i � � I I UPE SAFETY SI PIA PANEL I ' i � I � I I I � I . � I � I � � I � � I ; "I I , I I I , (W/O OVERLAP MID PANEL LENGTH BOLT) . . I � � I .� I - i � � 11r I I - I - I � 11 - � , I - I � - __ `,� , '. I - -_ I � , __7 - �� , - I A �� - � - � �, ; I I ! q i ,. - " I � � 1 1/4' -20.1, : I USE 2'-S' MIN. PAWL LENGTH I 11 I 11G 1 1 . _.,_o - ------ : - - - - - - , - - - _ _ - - - I i S'S ' : - I I I � ; AT ALL M ! DUNTINDS I ; T �Z � . 1�1 I . - ! . AI` EA IV I � I I I � . - ! i., ___ ____ ._ t_ - I - I .. !. �,:. - - -_ -_ - �� I - -'-- _--t- I - I -� I ____ - ____ - � _� F _-] 61. - I - � � - r - -1 - - __ - - I . . __ __ - --------- � t - I - . - - T_ __ - - ,-- ___ - , - U2 1 , I � � � I I � I I , , - I— . - - - - �_ 4 " ! i � ; � I - � I 7 � - I I . " ; I I � I I � I � 146 1 , - -1 , , - - _ I I � .11.11 I - -1- I � .1 � 1i_1_____ .1- 1. I - . ------ - ,,,� , I �_ �, I-, -.11 I 1. - - A _-._-__- ; � _.__1 ...... _�_ I I I ' � , � - ---- - :- , I 1. I I ___ - : :� 1 -1 � --- 11-1-111-1-1- - --- ----- - - -------- � l� - - i 1,.- - __ -1.1 - - - ___ _____,t__________ -- -, � I i � � I , � _ -.-- ____ - _ �F__11_ , � - -- -------------- I --- � .. I 'LA) NOICOHES AT STUD I T I i �d( , I AVOW LIFE SAFETY- ,�, _ , , � i ' - __ __ '� ---------- i PANEL BOTTOM CORNERS I I T� 0 , - D.M.,(�). X I 11 I . 'le I I ____ - +___Uj I - — . -1- . � . I, __ � -OVER1.AP- I -Qvm.,P- I I . - - 1 4 � or (�) G OUT AT Exigm [ _ __ WING NUT AT ; - - ' : 31 14;5� LZFi PANIEC RIGHT PANEL 3- �w, i I" MN+ R-IAL/125. R-2A/113, R-3A/14, _110� R-18/13, R-29/13. R-38/14, I' MGN,� i � I �R*INIAW/15. R-20/1% R-SAW/16. R-IBW/15, R-20W/15, R-SW/161 ' - - I— � ... � � I .11, ....... ANCHORS (SEE SECTIONS & ALTERTRAITiCS ON SNEEM 13, 14, 15 iklO) - -, - - - - , � ....... � - 111 I14' MAX GAP - � LIEE SAFETY STORM PANEL d) ELEVATIQN (t) - I 7 I .,�, SCALE 1/4'-I' 1 11 �� , . I- . REGULAR 2.697, REGULAR � -� , - in -10 � 1. I STORM PANEL 11" -VEE1ttAP 11) - 1-11 -,-- . _ _!tf M!�If MALI STORM PiNa � � 11 I - 1�w . ---vpNk OWN ...... IF I --- - ---- � ---------- � ----------------- - - ------------------------------- __W. I;= : ---- � - � - ==�= '. - , " ?!-Tw N ----------- ----------- -- L. - _r I/." , , - _\ �, r ) , v . �*�" M , v \4 � v , I - .,�, I - - ,� , .. � , , , %-, ,/ .. v -, - , ; �� , ,�� MAX, W \ /z- , X t::�'�? 1 � \ �� 11 ; / N --�, -� / - 'Z I - _� - ___ 7_z_ __S --- �,/_ 1 . � - - _� ___ - , __/ 1 7- \_____�_/�_!Ir =.z " _,", - � _=t . - - ___11_1 ---- _ ��,_ __ __ �___N____�_________ , I-- ,f0-*;F;z1SF5�-!==- _ �jl_ �, `i LIFE SAF9 PANEL = : � - , = = - 1:'V. jz?Ar*, __ ,I, * 4F FLORIDA BUILDING GODE (Non High Woolly Hur cons Zone) fl[Effio ....�� . z RION.* �� - � � 0� 24 GAGE GALVANIZED STEEL STORM PANEL F�, DAMAR IT, I . 1� . . ..".i - , i� 19 �, -------\\ ""o"' - /TIMECO... GLOBAL PROTECTION PRODUCTS, LLC. WE , TIU�� nsin" * mwwtaw cowtity � S.W. $1 STREET wIt. `t_ =I' SCALE 1/4--1 - - w-�-C- / - , __ .- _041-t ,a _1-=1M I I I M". ip,past-TaNt, FAA. -am - (w)w 20-i75 . - ?111 111111"'A"111111,1111" - - CAL-COW10 ORAAW -.1 - ? - [-.] - 9 - , , " -1. -.-;-- L - 1--.1 wgnAd . ,,.I--.-,, I � - - I , �W,2w ITT _________________. _ - __L_ -- - ----- !R�rk4�"-ri'Ll'i�,-�v.1------,�-.-. __ ___ ___ -I r.11� INSIALLATION DETAILS EQ8 LIFE SAFETY PANEL � 1) INTO WOOD STRUCTURES . . I . ��, - - -� � � - __ - - - ____ _ - -- ___T__. I I � ,,, ': . . . . I I � I - ., , ; 'T �, =_=_ � � . I , — ; , .� , �,__ T - I - - .ii �_ - . � - -�41 - - - - - " I . 1. ,- , , � EADIR ) I "I . I - � - , - , - - I! ", I , __ �, � J, " OLVDER -1 � 1 0 HEADER 1 I � -1 ; __ -M - - , __ I - -, OUC _ _v, � _ _ _;r WOW HEADER r4r , - ._� I , , 1�-q - "I - - 0, - - ,. nootwo ii - ;� - ;�,l i GORED I ,� �, I I - I I "I _� t�., - ,� I I ,- � , �: 1 - , 1 - -, I 11 ,_ - �t � " ; , ,, ,-I 2 a � �, �;, 1, .,-- ,, , ,�::___�,_ t ,, ,14-0 IAPCON - , 11, 'I,' 11 � -----:- �g, - � � I /4'4 7APCON , , . TAP N I , � ,,V-- I " 4; 1 1 1 - _1/4'0 TAtZ?! � ','� L� . I r-1 � � I _ , 11 -_ �_ _Aiit�)R 000r O.0 I 11 �� . I ly , - � � � ; 11 ANCHOR 0 S' 0 C. r'A % � � 11 R a 01 O-C ,� I , , � 1, f �r �!!, ANCHOR a 9 O'C' , � 11 t 1 1 '. I 1, � I , 1, I � M I 1, , �, I ,� - r 1 I I - I ii - , , �� i ��', 'I i! I I %� 1 i ; (2), ': ,�l W " - o', I �11 � , i , ! - 11 -(I) , _14) 1 I pi, -C2� - - ,� � I � , ; 11 � �` ` � � 1, - - � , -I! /4 ; . K486 k" i e MD90 I, /'. . �� - - .I-. MV68a �q � . "I � I � : . 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I istint—r-0 11 0 1 't, MAX :� I JA" . oi� - 11 .... ., ;- ,,,, I '.1 11 1 I ! %- MAY. i , - �1' '11 " _ _. 6- PANEL LENGTH 11 � - it _V�� - �, - _ - _1_1 V PANEL LENGTH It -- � ,- 41: --- L I - -I v M Ii �_ 44��_ _ -1 'f I %, M.F � � --- -- -_ I (SEE ELEVATION it (SEE ELEVATION e - I -- I rl� # I ;i I I 11 1, I I PANEi LENGTH 0 , I PANEL LENGTH a , I - i ON SHM7 i2) , - -- � �, � - I J I - - I i ON SHEET 12) __ I _ I - I , ,__ - ` i(Sa ELEVATION it ,�. 3_ 1 11 - - . - ---i I 0 (SEE ELEVATION v -4 --- ---- 11--i � a ! ON StiErT 12) , I 1 ON SHEET 12) 0 .. I ' 11 Ii- V I 0 I' MI, L :i � t, IA - - _�, - I—- I _ -1 � - Int - - , R.- - -SEPARATION i I T --I � - n __1 ____ _ i .�NL�___46_ --,.-- - L I' M� ARATION---- I (ID i� R -) I a 1, iw,,� -SEPARATTOI A I' M;�. 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I '_ -0 TARCON I - � STACCERCO W1 STUD � STAGGERED W/ GOLD - . I � , I . UIRED I I _V t 1i no 1, . �! � A14CHIDR 0 0, "I : 1-1 �,11 � ,� � .1 I � I . . � � � � ''. � I WOOD , . � I I -1 I � I WOOD � - , r - _2-w _K.4; .1 , ; � 0 � L " �j I � - F � PLATE : - A -1. I -1 . , � _ _ � r � i � 7 - . - � - I . � REOUIRLED - - .. 1. RE004RM 1, � - I I '� � I - ... � � , i :, - - __ ---,-. . I AIN , jg�Tfvr go A, ALICENOYE 8-1 RHADYE R-In Aj M WAU-MORIM .0MOM14004to", EAN WAU-MOR12M 0 Uirw-ERMEL I SCALE 3/8-1- ,/ � , , SCALE 3/8-0 o.,�J!�, . . . . . . NOTES, S� � . EN %. FLORIDA BUILDING CODE (Non High Velocity Niurr;cone Zone) S 11 I - z .* B_ i=;%T TkT= W. T�l = % - 24 GAGE GALVANIZED STEEL STORM PANEL I ,44167 ORIM In, 1, INSTALLNION ARE ONLY VALID FDA! A-SLO. DESIGN - � .. It, 1 - I - PRES"E RATINGS (p... I) AND PANEL LENGTHS AS 1 * -. * - ,_ - oltnl= ER E1_VVA!TEON ON SHEET 12. - I STATE OiZ_,�q__ J �____� /I I I L I E C 0 i me, \ GLOBAL PROTECTION PRODUCTS, LLC. ou, . - , 4 - -- . P N S *-. * I..Z--- 4810D 51 NEW WOOD FRAME 2. FOR CONSTRUCTION. WOOD , TAUT` TERTIM, * ENGINEERING C--A-5,*. STREET - .. - - - - - - A - MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC 1� O.- "tomw , 'I'M IL `11.1... 20-175 ,T�. ,� - I-,-- - rl?�__ _.. ,�"A, - 0-0 1 DENSITY OF 0�55 OR EQUAL, :,�.� - . - . I I O%qFN; ft� 1011 CA-Wooll __ - -.-I-.- I - . I - . � wim/nin WN�TER A� TAUT I ------ lint" x1*01I '114, I � IIX - "' M , i � -zh- . " ", " -_ hii A !2)la ... � - � ___ :::ki=-_ I I MAXIMUM A,5.Q. DESIaN EROURE BAUNI.Wa.f.) AND CORRUPONDING MAXIMUM ANCHOR $FACING aCHEDULE EQR I PANEL I INSIALLATIONS IN112 ONCRETE & ONCIRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLA11ONS AS PER SECTIONS I THRILL 6, ON SHEETS 4 & 5) MAIL A,&D, MAXIMUM ANCHORS SPACING FOR MIN E.0, PER SOMI A _______w__ L, - I - _ BELOW ___ APPU To SI= MAXIMUM MAX� A,S,D. I I MA"UM ANCHORS SPACING FOR MIN EID. PER SCHEDULi - ,�Mow -_ --- - -- APPLICABLE APPLICABLE To SECTIONS SE MAXIMUM DESIGN PRESSURE or PANM LENGTH .L. DESIGN PRESSURE ik A'7KY : PANEL LERGIN 1L. I -- - - , TAIPOOLT SIXID-SET - -AINOUMATE - lu PAN P 7AMAC-NMUN ____ -,-,- - -IN TAPCON _ SCLID-SET PANCLAkTE FEMALE 0 I PANCW*rE PLUS ZAMAC-NAJUR C"-N IZATWO (P.-f) 0t) PA'ahot (P41) (a) -11, - � 0 00001REGE, CONUITI: - CONDREFE Ili it D. .M- COMBINATION of _ _ I ��* To CON& C j VE co"E'L � CONCRON: M A, j___ OF THEM Of THEM - Ir , ill Ir I Ir 137 13" IE __ ___ - 13* - " , , To' I 0M ,3, I - " I. ,,,, 13" 6 1/2 . jr 16 1/2' 7 1/2* 5 1/2' 2* 13' 14 i/e i-TRWI - 1 ) - 14' 1 11' Ir �� IK _T_____ � . �. ,3 I.N. '3. Eir __��_ __�_-,"__ _ I, . IT I [BOTTOM) ____ 13 I F is 'it F_ - _�3 �, IF _-F- 13 -- 9 _'__ 13 ,. O� - I ;� -- 7 1/2- - -_ - Ir 6- - __ , ) 1 (BOTTOM) 3� __L ___11�_______ Ir - 11 ly 1 r - Ir 13, 15' 13* - — w 5- r 1 - _L_ i3" 13, ly __Li�lr __L3� - 13, - Ir -, __Iz- 13- f3- Ir __ le - - 12� - 13, ___ 13. __ --,-,r TO, ___ IV __ 1w , 2 mp) - 2 (BOTTOM) ___ 3 i7op) Ir ill I - - 7- ir Ho i/2- - 13, 1 13, - ir - I r e— i1r _; 71�j7 -----T-- ir 6 i/2 - --i- jr 1/2- 241-1 22L 10 1/2-17 - I?K - 112- I-4 1/2- __2 - _ � . ,_.p !3' d 1/1' . 2 ITOP) _ __ 7 2 ( L(_wn� 5,-w V-6, -1 3-*-- --- _j;_ �:TS-13� -, F -,---.-- _i_T/-F -, Y 9 I/2. - 10 1/2' 7 1/2' - IY 6. -_ 3 Cy ___ . - - - " !_,I_ Al 12 /2, "_,!Z� ___ - I �. 6 T/4' .3 (BOTTOM) 09 OR - - I? I/L2- 1- LT_/1! !2z!! !2- %12, 6 1/4, - - $ !/A- 6 !/I- 3 (BOTTOM) - ___ S' ,� - __ _ E - _1= 8* -,---,r _,,,�' ; !�_._!�_ - ,� _11!� I __DL_ I - .... ... ___8"____ij� '. __'Ii:__ IS* ___ - _Z_L�'_,_ --f- I _____A_..,_ -1/1 _ !7__ �! �I - , - 4 -T!)--, 4 (80170M) -��j ----- - LESS -3�_- __ ... _ _ 0. y __._,_1.._1;i__._ - - --,- r IS 1/2' 4 1, I - - - _ __ 7' _ r __ 3 1/2* I—— - - - 1 r 4- - __ --l- r - 4 1/2' I 5 I/�' - r - - 5 1/2' 2 112* -1-1-1- 7� - - - _i; 4 (TOP) ___ - 4 i(TOTTOM) LESS �L - ly 'r ------ 1��-. -!-, - 17�3_-, __ � - - I 3 - . a _5_;__ , ,2. - � 'a __ ii; - � i 13� �.----�-��--�-,--------�-�--.�---.�.---.-,--�ii:_,__�i,--�!�7--'I i T 12 v li�_ 1 Ti 13* 9. I!T _11r_L_.__________. iF�j_ ___ , _ _Il�. -IL,_ __ --! 1 . - �a:_ .... ,, 1 __L3_, _14� ,,, L"A __!A�__ - - - _2l:__ ___ _ _�r - �F - � Ir ,.-IF - 7 w - a (BOTTOM) pT__ i-Ific- 13, __7*__ - ' 13'_j_i_�_ 14' _��__ 1_1/�: I- I1Y - _j��_19,.�C2 16 1/2 - 10 1/2- _,_ 7 1/2- 7 1/2- ___ 6 13- 1 5' - -_it _[i -1 5 (BOTTOM) ---.--"-- >-65. -M 73, , 11v - ; - � __:!r_j_!F 6 1/4"16 1/4-115 -ili-I _ni____!AL_ 1/4' 6 1/4'. - -------T--- 1 i ,;F.. - - s-;7,-.,-- TO. a 1/., _.___ IS (BOTI..) 1 ,.75� -75 l3'_____!5'_ --- - ife _1�2' 16 I/,-!# lj.�j i3" -7 45 1 4�' 6 - 0_1 P. Ij�' S 111-! 6 Tfi� --- - - 1/2- -_ - - /2�'_* , _ �'1/4-16 1/-' e �ijOP) __ Ban 8 t �-) I To .75. -75 TO .im-119.6 IT "" ' 3 To, Ir : 1 a. ;j, 6 Tie fw_�_ L_ ___ 511 f 3 -11. LO I./2* I r 6 fIr Ir �b Ijr 7 1/2' 5 I /2- - iY 1 - 1 2 1 ,CP)-- _L3:1 ,3. -7- I7 1�1� --!Z- Ir __!L�w 1-3, 3- Lo - 3L-- _10 - I� I/e _21:_I_�_ 11 1/27 8, — i3, — r I (WITOM) -ill - 13* , �! -- 'l. is - -- W - v --�-1 9. ,3 1 1/2' 13, j L(___!!�) ��,'T j:f:]�/2` 3: __ 13- --!- _y2, f ir Ha- ___j ,3 . I- IF __ T�: - i: 6 vF2. 2 ( ) ty . I 5. __F_ ir 0 I/v - 13- - 'i_l�F 71�'�! _L��2 --Lo:- 7 1/2- ' - 5 1/2 - -_ iY I i 1/2' ' _Ti_17if 2 (TOP) -i- - - , "I'll - � it, _-_�HE _� - �_ 1/27T-1/2- -L - __E_ Ij'1__ - - ,2_Y�!L1__,_/T___._ -a- -...--. _�� -i - ir - e — - 3L. L�!Y� --I- _!_ _Y� 13* 10 1/2' 4-We _6`7�i�'T2_7PZ 7 1,12� _�F_ — __ 3, .� 13" i7_ _IE _I_ !? /�: 10 1/r _itil_�� - 4_1T __ 1 1 _1/2: - It 1/2- - __ --,!!:-- - 5, 8- __ _ __ - - - __ _T__ __I:�_ 13, i-1.7F _ 7' — --!L- 71 !_L/t: a'- ___ L.(!�T-ILM-) 3 (TOP) J _' L(Mn�) It 00") �S' -6, 8TO .11 I _1�i_ - ly" - I 77 -iL-. _71 ___ - F _L��_ -,.!-3*-- 13, 13. ___._______,_____ 12 1/2- T2 1/2' ir -i _vr' __��i_ is, 6 1/4' T '! ,I:r i -1/2, '! 0, 9 1/2* 6 1/4- _317_2';� ; 9 1/2. 1 2v 0 t/2' 12 1/2' 6 I le - - �� w 10 I/ _2*41___ 10, 1/?* -1 _ - - �Tii' 7 1/2- 7 1/2- ___ -- _ _ ___ 3* ir - -7- -;— 13- , 3- 11 --I---- -.!L 6 1/4" 71 1 !L4, _-LIL 6 i/ti-j2 1/2'; i_�. Tli a5m ) 3 (TOP5 -.-- I (BOTTOM) i_TTwJ_1 >v-S* 70 7,-5 . `1--- --- �� , - , �+ a,�� 13- Ii F- - 14� -, . - - , . __ - r __ ___ r 'y 10 ,/'2' - W - I- 3' - 10 1/2'11 _�!_ fl, ___ 3/2- �i -1/2" - - ,__W__ �-!-' - r4_(ii0_1iiiM) __ __a:_ 13, ____ __1 - 6 1/2* - _,_;;"_-----_----,-----_- .!i/-V 41 __ - lj* ! IY ___ ,3' ___ ,� ----.-- ___ __ 13* - I 5 �1/2_ I !L_q7_ ----- - - 'I 7 1 2- R� - __ " I __ - '3- 1 a� i_(B M) ' 5 VOP) ly - . r . ,3, 1 Ar , ,:S. . 9 1/2* . . ____K 13" 9 1/2*110 1/2- __ - _T 7 I/r 13' 1 a- ____ I . 1_ . 5 (BOTTOM) i�_) __ 7� t-7 1/2- - - T/21-i-3-1-6-ii it ve-a- -1 - I,- _'2--Zl-'�' s r (��W _:I ----I- 1 1/2' 33:B7--t-�r-li-a - 13- ,,� � -F-';',, �,. �-I- , / -- I IS __L, ___ I . __�_ 1, 1 -el -6 -7 13 -� -, -I, it , , ", - '! !/r �� 13, I � t/2 6 (-TOP - - ,3;7�1 �, - E - T � - /--- T I 4 - f - I 6 Ilel I - - - iz= _____j - ______ -------- WE glen 11 ToN mic"M TM & SAACATS TIM WAUAT1CHS Wild WOOD FR" DIAMONDS. - A40OULU ANCHOk SPACOISS AND MR10AULd fta DISTANCE ARE WICAM ON 704 SCOMILE fOR ED LESS I)*-# INDICATED ON SCHOOLILE RED" ANCHOR STMCWG 97 MULTIPLYING WAGING SHOWN ON SCHEDta W THE FOULDWM FACTOATS FOR IIAS OPERATft TO BE POSSIBLE AGG= SPACING MAO" LW;G FACTOR SHALL NOT BE TESTS THAN IAM10iAl SPACWG WIDIGATED FOR EACH --NOR T-E ON 1.5 SCUEDIVUL I - IA*. 114-._ I/.-. ,/.*. 1/4, 1/4-. AMONOR TYPE - S �LD_w jws� I FRAME . -M�a �ft ___ -wjAR ___ __ CNLX_ - MINUN ANCHOR !IPACTNTI (in) 3 I � --i-i-i -0- 11/2 t;w_�ma -3 - _ 1__�-, :K - _�_,:;,_ -2, L!_I/v - --.-,-,-. OTTAN(f"J �= sooK k 7 ,, ,7,- � � I ACTLIM, am 01501" (Ea) - - _ __ FACTOR _22�� , � D-16 - - _4 - __ - __ - --- - - -1 � - __ I - � - 1/2'_ i " - 0.50 - - ___ , , I - I - - _ SO - __1_ I 41, - CK1467 i._7w___ - cl� - � � , Ir - - ___ I - I - -:-- 11 - - __ I . ___ 'M __ __ I - SPACINGS ONLY VAUD WHEN SPACER (B IS USED - ; - Z r Q r WLIS r DES" LOADS & MAII, PANEL LENGTHS WHEN , ff] JAML-fl A ; A.S.0, DEM14 LOAD MiIJVMIUM PANEL LENGTH 40 PSF DR LM 6,-B, > 40 PSF TO 50 PSF 6'-2* I . I > 50 PSF TO 60 MF - W-10- 1 A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INISTALIATIONS W/ SOLID SET ANCHORS & W/ 8 SPACER AT 12 1/2- D.C. BUILDING - I - - - -1 I I --,-- __ - __ - I - IN51ALLATION QETAIU EO LIFE SAFEIY PANEL I) TE OR CONCRETE BLO 1/,-# IA, -Cm.--- - &TS EXISTING POURED 4 1/4*0 TAPCON POURED ti�NQ CMED 1/4'0 TAKOK____ - I/ 'O TAPCON. , .. __ Ex URED CC= - , --- ANCHOR III g' O.C. . ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 9 9' O.C. OR ANCHOR 0 9' 6z =E 09 'v,k - CONCRETE SLOCA �pl� ` CONCRETE SLOCX L CONCRETE BLOCK �vrll CONCRETE BLOCK �, !��111' 5 ff� REQUIRED. �11' -I- ,4 "' , M � ,�111 , , - - RE '5&A � REQUIRED. ��, ,,_1 REOUIRED. ,� �",� , _OUTRED, S&I, ..�� I , , -1 , �� ;-, -,::, I ` -1 � , ,,, m �1� � . , �,�,� � Z_ I - � � � - I �� ,� 1.0-1 ') ,, , ) - 11 - -, , (� --- (� �1' , 11�',�_ I 1 f�2) ,� --C2') � _1 � � -.,,�4-� - I r____1F__ --- , � I'll _j , - f . .. ... �, ; J I I I - " lip. I t 1/2' , 11/4* ! - � 01/4- � ,1/4' 1/2, i .1/4, 1 - . � --- ___ ,- � � I . I i i -1 � - ____ - - -------I � I i I 11 . � . . . . . . . I o� " o_# � I "I � 14 - I I E 10r i .01. . �__' : � 1 7 � ,- -, . ; i i I '.. I ,�,,�_ 1 1 1 � I I �',�� I I , � , � . " � � - I , 4 � . _1 . . . . . . _--, . I �, � I ,;;;;;; � i . I � . � ; ( �,! , . (1) n �. I- 01) ;. , : 01 14 �:l wt., I - W ' I *__SfPAMHIO%- I 11 2�i SI�Alliil ( ;: � f 11 I IIATM I I '/W_�,- I ,/IN Exallh GLASS I, TO 111,�_, "t I - I Zr�*- 2. , � I, ,_; 1_ � zl,lip wimq_l � - t v , , �" . . S65 ql� AT " - G%,�, IQ GLAsS� _ I4 LASS i - - �IXAL44 w , �__ _0 7, - - ", - 1-1 I I go, I 9 11 If ,� , t- " - , -- " �,, � - t I'll -=1 .11 � - - ___ _� _�� ''I DATE F%:.� � it , 1, � "' I I 14 I IKN� ; Ii � I ", _", I if I = ! 0 , � I ii I � I I I I 1� I I I I I.? � I _ I I It � LI A, , I I 11 , I It 11 i I _L1 Mo- ti p I 'L' MAX C/ I -- , , "" o -- -- - � " B* PANEL !"ENOTH Ii PANEL LENGTH " - , 1) �, I . � j lil 42 1 � I 11 I I PANEL Lr - i . -11 � � I - - , 6' PANEL LENGTH . � - -- � ! i A , H I I I (SEE ELEVATION 0 ------ -- __ - - ---- --! -- (SEE ELE,iATION 0 , . -1 Oh' SHEET I 2) I ON SPEC-, 12) ___ ON SHEET 12.- 11 � I � l r , t I 11 _ I ON SHEET 12) 1 U it � � f I - I -,,. __ - (SL� ELEVATION I _� I . (SEE ELEVATION IT - ___ _: 0 - - - __ ' : It " '� �_Nrl" - /97 I 0 : I ,,I. .&N - IT I i 0 10 GLASS, � .. �__�, :-, � _1 � n TO CLASS. ; I . __ - .- - - - I - � - _T� 1 , it - - __ ___ 9 1 1 A I v � - . - f I .1 I � .1 � _(D � _ - �� ff - - ; - �j�, " , -, ,, , -,"'g". �,,, ", � '_,_�:,�,'� "', �1,1_ 2 _� - _`�' ,,s�f�,,-,,� � """, �'��'�5;,�., ) ,�,, -, � �1_141`��Al 11�, , ,I, I -, _.�, , ', I , 1 �, ,;' �, � ; 1 �,:�,,'V`, I v �,n�� r-" -- -,,-'-, ,� " " I 1, -� , �; P - � ", �� , �� " 1. , V � "': - �� , , , - ,f-,,"';�tZ� 2�,�, - ,,,�,,%,� �.-,r'f.',',��;11� � � I , 'F 1, " , _; I I � _r X�,�_, I . I - � , "W't 1- 1:g) � �,,, I fil � , I i I ,�,, � i I � �,, ', ; i � I I" 'I" , _��111 I - 1�2�f?1�11�fl I I I _"' , [ (I , _11.11? , I ;� I:, i ') , I : f(D v � I I I I ` " I E.O.- ` �� I ; . i I -1, 1� ��,,�__,�, " 6,# , 11, ", E.D�* I 11 � i E.Dr. I I I I 1, , : ,I I � f- -1 �_N�'?Z� 4 �"Ie" ��,�'V�� - I ! . - : "I'll __1 11 ,� - � 4 " "I -C �, � �, 11- I 4�1 - _. � � - _. I vt , 4 - . .,/r Ot , �4z i - - - I I 11 '.. � � " � I -I - - ..' "I'll x --- " �, I �,, � i I EQ f - ... � k-L, I i -_ I I lit 1 4� L_ I ! ...... ,Eqi , I z �� I � I - �, - - -1 - vll.,_�/`u 1. 1� 11114 � � Sl ZEN Mi. 3le " ' V*-i-A _!_,", I EQ; 1� ` , , � � - RFM 94. ECI - .,2,/2 ac �,5t,f ---- - - I .. , K, _74! I �_ - - X I ��. 1 7 - . ,� - i-AN 1. I.- 1, . �_, , I '�) Azj I . - -1 ' , . - _ _ _, - _( , A, _ I _ , "I . , I ;�, � _ , � I1+.4 TAPCON I , _ � ,, _j/4"O TAPCON __ I/ TA�7 0 C I ZUIP.Gcil O.C. I ANCHOR 0 9' D.0 AK�IR r ANCHOR 0 9' O_C� --' I I � . =Nra POURED CONORLIT OR NO POUNDCONCEENE OR E)Mwo POURED CONCRETE OR USUNG POURED CONCRETE OR � 014 nOUARE-11, -toNCRETS: BLOCR REOUFRM, ' CONCRETE BLOCK REWITICP E SLOCit REQUIRED. t M BLOCK I - 4Er_TjON_R_-2A 0 MR&ML2 9 Llj�NE 0 REGULAR PANELS 0 RMSAMEWLIANEL WALL MOUNTINGS WA" MOUNTING5 SCALE 3/8- I' .1le"I'A ..... T1/111' ,"&, � SCALE 3/8-1- SEE SHOETS 15 IT 18 FOR ANCHORS MOM TM -2/r. ,;" T"t J, SPACING FOR WA4.01ONS OM T WOW FMME BUTUMMOS me MONAA, uwwm ANCHOR SPACRM ___ MINIMUM Mom VAIGM; w 3 __ *,AAM,P,Mj c-in* DA,) An-ILKI -&;.-.v�;-. 0-0 - 3 EDGE DISTANCE ARE WDiCA%0N SCHEDULL "OR LO . LESS TN=TQC ON SCHUDILTILE REDUCE ANCHOR SPACING 3 - BY Muiltfltfw�c SPACTH. - - SCHODUE of THE FMCARTNTO FACTORS, AWAL ME amix MAL) ;izig- I ,/P- OW FOR THIS OPERATION TO K POSSIBLE ' REGUCU) SPACING OBTAINED USTRO FACIck SAA� WT K LnS THAN __ _ _ __ __ � ,t;l, _____ _ ___ _ Del - - - ]ANW11, SPAC a INDICATED FOR CIE. ANCHOR TTpr ON THIS SCHEOULL 5, - __ 11 - .. _.____._ 64D � 3 1/2* - - F__ IN—STALLATION QEIAJLS EQ8 LIEE SAFETY PANE ---------,—,--- I INTO WOOD �TRUCTURES - I :-1--__ - , -- . .. - . 4 1; - I �, � I ,, I I 1 - , � - Z, __,_ I - - - I i : I � _ 'GO HEADER , � I �'� � WOW HEADER - - --- -'r - I - . -_ �- . --� t tE : , - I I REQUIRED CUIRED I I 1, , . 11 � . In I �;; . , � - � - � I I - I 1��,�___I�i . I � " I . - , `e TAPCON " 11 " , 4 .- _;�fz= 91 cc, i�, , � � � � i q 1 '7 __ ' CHOR 6 S* O.C. � , I I � + I I I -f � , I � 'ii "I � � � I � I � . ��, � I I � 1�� J , I - � I - I :, : , I I I �� , , I i - r, , I . � 11 . I �, �i I 1�, � 1 �, (9-) , , i - I f ; - I e I - �. - , f , I �e '. I �� -Qfwv)99 C! - 1 1/2' I - - , I . : I I., 1 11/4' '. I � I , i 11/4 . I q I I I 1I - � � L� 1 � -w-___ - I . i � I s mMAX___ _ , , I 2* 1 I I . . � 'I �. I - - �� I . � 11 . , I w I � . mi ,,. , , I ., - I ; I le � � i : , 111; 11 � ; , 11 I ,. � . I t rl", I �� I - L I I 1 ,-, F-7 I � , (D U : 0-1) � I I ; 11 . - � I , ,/.-.-w� rXIVRAj I I I I � It its ... I, , �� ,p " - 1, AT ._=p GLASS IT ,. I - � I " � . ,-,- . I �,-,%,M�l I 11 - ,4- - , , fw� i , I oio� ,,-,, 11 I I I I :!11 I . I I 'L, MAX I I _ ,. . R - -_ 1� __ I _ 6- PANEL LENGTH 11 I I ! PANF_' LENGTH 11 ... ___ (SEE ELEVATION I I M� I I : (SEE ELEVATION , , 11 .", I I ON SHED 12) I 1 - __`1h_ - - - - - � - _'... --- � ; ON SHEET 12) fill - ._ r - - 1 1 11 It - ; 0 1 I z i,, I - - I �, v �, I- . , mi, � 11 w',,. � , 111- I I - �(, � - ! 11 ��=101_ - � � 7 .. � 11 I' MI.. ; I o) ! 11-SEPARATION -D A I . .1 I � GLASS. I v I � LI, 1, ; i J- , I I - - 14, -14 - EI6 ..... ut'rile 1 I- . I- - . w TIT - CO, I - . i , , I I- �. __ - .. !_ �, - - � - I - r I (�LT E16. ,�. i I - -, - 1 � . - I 1:10, I - I 7 I ,.e - -_ -_ _. I - ____1 , I- I I � . - .�; ,;--_--; ------ I �t 7 , l� , . 2*x4' 'L, 2'.4' WOQP, , i � � 1� I � � � � ! - _.. � � WE QQ,_ - �� ,� � , _- ��: PLATE �, ;j PLATE I I REQUIRED , � i � � i, ' REOUIRED 1, , � I I T IE: FLUS . I I � � j_ PANELMATt Pun - �, 1/4"o PANaW I _ _I/4'0 � I � ; , i AHCHOR 0 12 I/v CC �_ I I , , T�,,-'_j � I - 1/2 - O,C. , � , � � F � � , � I i L I '! - I - , _JANCHOR 0 12 I , I I I I � ,� � i .1 � I � L - I , I L I L � I ; � IF j., _ ______ �, L_ __ I � . I - - 1. � I ALIERNAM R-3A A ERNATIVE R-21 I I ,'.�,i,,HIIN, 0 UFE SAFETY PANE WAU MONTIM �j A � T/k 6'�',% e- ,4 _ * . ..... "'. v_% I . . SCALE 3/8-1. j4.,-`*�tEN4---,! - 4e " % z ' x = ; b. 44167 " -- FLORIDA BUILDING CODE (Non High Vitiocity Hu Icane Zone). I Tit, i ___�-_ V f .2m "'JECT". Nic, r, .., . 24 GAGE GALVANIZED STEEL STORM PANEL I I . INSTALLATION ARE ONLY VALID FOR MAX. A,S.O. S *. STATE OF ,,-',k- ,Z , WiNN W� -W, �S'. - , S:�__ DESIGN PRESSURE RATINGS (p ..I) AND PANE, " '(?�,- " �- / 11LIECOIN GLOBAL PROTECTION PRODUCTS. LLC,j -Z�-R -- LENGTHS AS PER ELEVATION ON SHEET 12, ,-,, k �itij?.� * tR !,Z�'�,��:, 6 Z, �_ "I'VID S... 61 STRE'D "N"'; 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD ', TESTING &_riiia�_ "low , OL". I . 't �, - 0.0, - .- -- (-N)fw_� -i-701 20 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC NIHNi.000 , - - - - . -175 " - 'r4M 1,10.. 11. .! I i OM17Y OF 0.55 OR EQUAL - .=� ii� - � - , - - I - -M PIE WAIMONATUTIE/wE .kTER�&QZ`U11 11, 1. , v If __ � n&!�DA 4 1 11117 _A._l i =---,- M ,_______. I I -0-0 (1) (1) r- (n -0 -Fu > 0 Q) r- -4.- a 0 I _0 a) - L_ = 0') -I.- C_) -0 (1) -4-1 M U) . Q) -L- 112) -0 Q -= = 0 C L_ 0 0- - C 0 q) �!: M 3- %.a 0 �= CD LL. 75 - M > 1 U) (n -0 Uj En E " a) -6--i M 0 L_ 0- C__ F— CU -0 ,0 .__ . C_ ., Cn CD - < %� :!:: 0 ill = :;.. W <= 0 .= C= %=. ,_ = 06- = 41:11� W C..) C-4 _= 00 >< a = LA_ 0- '" :" � C - r - r 11 - v Cc C= - � .. "1:3 C-11 _= "" C= _T 4 % ,I- :�c w _=_ = OIL) � = �� . FE = = = .ci I-) .� - 3: - i -. '. 1. = = W ::- 1: 2 >i. " -E;-.= C I= 2 = I- 0 z - 12 z w mi U) L. (1) =) U) a) C: CU 0 " " =3 w 2 < z = -::r- _j a- -6--i a) (1) = U) CT3 > 0 L_ 0- CL < i 0 =3 _0 0 L_ 0- (1) U) M M SHEET NO. SH 1.4 ---"_______, 1) Ank I EZI/18, EZIW/18 ANCHORS - - __ __ __ - ----(SEE SECTION EZI & ALTERNAIK EZIvi ON SHEET 16) - -- ----- - - I- -3, M - -3, Wk,. -- I - M;,,': , . V. ,� ,(,. I ,C NOTE �) i Ic"SiEr NOTE 2) OW/0) , 90 #14yi- S. I , - - _� - I a 1165 W��, - � - - :f � __ --�_ I 1::::::::::::F, - 'r E. - ,+ , , , --f _J,1tS,0 kkIMINLIM I OF I, - -1 - � 7�= _T t�_4 �_ . � , I . , =;- at- 4 -- I 6__ - POP Fw,r LAV PANrL(D TO BE NSTAU Ell AT EACH OPENINC SHALL ALWAYS C I - - I - I = --t- I B , , 0. . " �1� � 1 t ' - , " "' �f' I PROVIDED W/ REAR HANDLE TO FACJIJTATE (NISTALIXTION IT INTENDED � __" . i 1, 6 I J_�_J -� i I I, � T",-F - , I I 1 ? 1 --- 1 0 1 1 i I : i -, �r 1 � 1 70 BE NSTAL,Erl MOM RNS�DE or STRUCTURE � 1; i i t i i i I 1, �1� � I I � T7 �J i �? r" , i r I I . C [ I I I I 1 1 � 1 � 1 _ft, : i i � , 1 1 � ; , I I i i I �� i 1 1 1 1 1 I I ! i - I � I i I i 1 I : 1 I i I . : . I : i � . I 1 1 1 , 1 , t i � ; : I . � I 1 1 . � ; � � i � , � : 1 � I I I I ! 1 I i I I 1 i - " I � � I : I I I � i 1, I I I I . . l I FAWt i � . � I i 1 : PVFJF� I - I. 4 - i � I i ; _ i i : ; I � 1 I - 1 1 . , - - - -_ I ; - I - � � ; � I L, L- : ,-: . - - I - - i 1-1 L___LL __� - I -t � _� __ . - - - I - - - -1 - - - I - .r - 1 (r, 5G_ . I I 1-T -i - T', -� 1 1 ' - I T - I r-- --- - - - I - I- - 11 T -, I �, i T [ I 11 I OF .1. H) a . E-Z HANG STORM PANEL SYSTFU I � (ENO PANE! - ) � IINCTERIOR PANEL-) , i I , MAX CONSIST11`4 OF PANEL � Cori TRACKS TOP & BOTTOM i I , (INTERIOR RANEO (NIT-RIOR PANEL) (,-N� PANEL) � 1 IFTi �OTFS 2, �3, 4 f � I . I � . � � � . , i �- i � I I i . I ! ! , 1 1 1 1 SEE NOIrs 2, 3, � I 11) I�NO PANELS �HAL! AL HE CONNECIED TO Sc,"FrOM K ,4 I . ; I �__ : i I ! i I 1 1 1 � I �4 : I i 1 1 � ! i � , I 6' N, OTHERWiSE A STG' FOR I MA WTS�IALIL BE PROVIOLE, AT TOP DISOC, i , i � � 1 , . PANTI t, i I I � � � I -ANCL � 71 "� NGU� I , � � I 1 I I I � � I tE I i - --� ,, I k ) * - .� � � ! i 4 I ,IV 1 , I � - If 11 * 1 1 0 ./ ,io C r i I 11 i " 1, � r! . I �� * I 1 �5) IF �NL PANELS ARE CONNECLEP 10 BOTTOM TRArO, CONNEC-110r; i J I . i ! I I : . 1 i i �� 1-1 I I 1 � I . I i j i �1, I. 11 I , I �! ; i i i . � I 1, 1 I L � I I SHALL. CONS?ST OF 114'V- 20.3/4' M 5 W1 "Ie'exV32" W'NG � � 1 i �.! I i'�i i i I .�, 1 1 " I 1 , ii 1 , � - i 1 I 1 i I 1 �-1 I I 11 It I 1 - all -ED PANELS W/ �/A20.1, 1 NUT OR 1/4'ex-1/4' Win, THUMBSCREW INATO IAPPED BOPIUM. I i � , � � , � 'J�� I I 1 i . I � 1 � I 1 1 ! � i i 1 � I 1 � i I � . I I T 1 1 1 J'�� Ears W/@ 0 l � 1 1 � I i CVERJ,W TP,I,CK,LO(;A'r?ON OF FASTENERS MAY BE AT EITHER O� 'WO 1 i I 1 1 1 i 1 1 1 ! 1 ! 1 � I 1 I E D PANEL. � i i I � � . � 1 (SEE SF.CT'1oNS�ASJAQP CASLC�, LX`TEPI R FLAT FLANNGES OF LN I I i I 1 I ; . � I . r � I � I ! 1 I i i i i 1 � i ; 1 w - ! - - - I _ " I -, I I � so% i - ; - i - 1 ; - . _t f- - - . � - __ � __ I -1 - - __ � - - . � ; __ I - - - ! - ; � I I I - J - I . . - - . . , . I A - - i ' ELS AFE - . OF 'i, 14)� IN CASi THAT , N50 PANE NOT CONNECTE-1 TO a(i , I �I . TRACLI i, A STOP BAR IS ONI_� uS[r) A7 TOP) A: LEAST, IWO - - o, I i - r T- I �, , -- - , k i I i � [_ -i i I i -1 -I ! T ; - � I 1 � . I ' - J I � PANELS SI IALI BE CONUECIED ToG 80710M TRACk US'NG SPECS ! I I I I [ I I I I I 1 - 1 I 14, _', I I � I 1 -, 1 1 " � -1 -1 T 14 -1 0 - __q I I _ i_ +_4___, r � _t_ T__ i +_ I A �� WDIDATED ON NOFE (3) ABOVE IN SUC- CASE, C014 EC, ON F t --- f-i -f-4�4- 1-1- 4-4 � t;, 4_r I I-r Ir I I � I � PANEL!5 TO SCrTON, Ii MAY OCCUR AT ANY PANEL LCICATICIN L L J -I-, L'L _1 ji.L' L _JJ_ �_ -1-J-141-i-j- L 1. _J_JJ - � J I �4= L � I 1 .____,__..___7 ------- _Z7__� 1 __`i___i�____iT____ - --- ______ I . � � � . . .1'. ,____f_4_______ , , Ta -Non . ... ... I ----____ -------.-4 - __ - - - � __ . - � - �': M.. � Or WImr 4Z SEE $rr 1, W!, t INSTALLATIONS ONLY VALO � - , 3' ui� - - ------ ___ 1 � Ci)WA90) 1 � horr 10i ! SPECU up To !70 ANCO D,h, - . - - ---I--,- - - __ __ - - - - ISOE Si C71 A ALTERNATIVE EEHN ON SHEET 18) *EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2900 E-Z HANQ STORM PAN L (I SYKEM (t) '1�1'1 SCALE� 3/32'-l" . , I , x"'I 11�A 2.�Y`(-,N. wMAP, ,/,' u t�w L' 11 ,� -- , - �_ ---. *12�r,�Djry) I , " -----.,I, W6 W - - \ / \ / I 1, I � / \ / _//1 -1 IN, - - , /.� I - WX GAP T, 5ECTION A -A 11 1111111 "I ,,F� t';��, 13CATE 3/32--�- .,. �i , ' , ' ' ' "'--. , , � . E .. FLORIDA BUILDING CIDDE (Non High VelocIfy Hurricane Zonv)l , , I I - _ - Z �� *. S � 11 M" ",�_A - ,., = - c 44167 't 1 24 CAGE GALVANIZED STEEL STORM PANEL .`,-, - , I . . t * E ,Z-- - � , 'E 0 . ___\ G � AIJJT/= _*_ / = , � 77-1:: - - GLOBAL PROTECTION PRODUCIS, LLC. , , , -I-- .7 , , - - � � S1A*T / TILTEC 0 I.. - -ss--. ��4;1o� " FiiiD. A C...i.. p- - S. 5i S�l 11,10-. .- IL �1. "ORIIID-1. 17_� ' 1 . - X.- - - __ ", .1. 20-175 "'. ��: P_�: . :. -1 , � F_"-7_, , "_, ,,�z :V! 1_�,.= ___)--I ',.,,,� .., " -fir -J - I - r. - , , , `, �_ �'ri - &R,_ . "'J",6"T 11, , , �Tuk &UW" �11 L_ 1:1,,�"it,,ili�,iot�,��,J;,F�,�n I 11 . IL - G,� _." I FE� NIGI N E- 014 f N C3 1 11 ot '' I 1� I ENGINEE:RING EXPRE:SS'S PRODUCT EVALUATION RE:PORT September 15, 2020 Application Number 17II59,11 - R2 fX Project Number, 20-31543 Product Mant facturer All American Shutters and Glass MentiflactureitZdress 1W Donna Road West Palm Beach, FL 33409 Product Name& Description; 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaloatilion., This ProductEvalUallon Report is being Issued in accordance with the requirements of the Florida Department at Business and Professional Regulation (Florida Building Commission) Rule Chapter 6IG20-3 005. F,A.C,. ficUrstafewide acceptance per Method I(d). The product noted above has been tested and/or evaluated as Summarized herein to show compliance with the Florida BuRdIng Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaiurabon of this product shall be required following pertinent Florida Building Code modifications or revisions . Substantiating Data. . PRgDUCTEVAMJ!ON0OCUMFNTS EX drawing 420-31543 trited '24ge Galvanized Steel Storm Panels (HVHZ & NorIHVHZ)', sheets 1-5. prepared by Engineering Express, signed & seated by Frank Bernardo. P E. is an integral part of this Evaluation Report. " TEST REPORTS Uniform static structural performance has been tested in accordance With TAS 202 lost standards par test fatiort(i) #BT-ASG-17-001 by Stackwater Testing, Inc. Largo missile impact resistance and cyclic loading performance has been tested In accordance with TAB 201 and TAB 203 test standards per lost (aport(s) #BT-ASG-17-001 by Blackwater Testing. Inc, ..:STRUCTURAL ENGINEERING CALCULATIONS .-I engineering calculations have been prepared which evaluate the product based on comparative suldlor rational analyms to quality the following design critana, 1- Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4 Anchor Spacing 150 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA M VENGINFERINGIEXPRESS.Com ENGINE* RI NUGEXPR ESS,COM isE,NJGtN=ER1NG I � Page 2 of 2 All American Shutiurs and Glass - 24ga Gaivanized SIM Storm Panels No 33% increase in allowable Stress has been used In the design of this product - Separation from glazing is not required Tor installations outside of wind zone 4 and essential facilities Impact Resistance. Large Impact Resistance has been demonstrated as evidenced In previously listed test repi and is accounted for PIT the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedutats) on the respective Product Evaluation Document (iLe. engineering drawing). Installatfoin This product shall be installed In strict compliance with its respective Product Evaluation Document (I a eirgirmerhig drawing) along with all components noted thorem, Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shaft be in strict accordance with the respective Product Evaluation Document (i.e engineering drawing) as noted herein Aft supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in This product's respective anchor schedule, Host structure conditions which are net accounted for III this product's respective anchor schedule shall be designed for on a siie�pedfic basis by a registered professional engineer, All components which are permanently installed shall be protected against corrosion, contamination. and Other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respcctl , �i I . �, � - "r",, , -`_ "' � e 4" 4-- __�e�" C, Z ---- t �� 11.1 ,;��', I�__�. "� ,.� I Frank Elennardo, PE EivailvEER)Na ExPREse 4PE0046549 I Cert. 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I � � 1-1 1/4-0 TAPi �1 - _' T;Z� HE Wom HEADER �- I I ___1141' 14EX HEAD TIER , �` 11117� .1L _K HEAD TEK ' " - I- - AtEwi I ,,, ,I � , H SCRM *�r FROM O.d� I FROM � , ANCHOR 9 12' O.C�' -,� I � I _q EDGE D*Fe I '� , I 1 iii , . ,- I EDGE OF @ 1�1 , e � I , e I - - , I 'Iti WIWIFE �* �_ ) I � � � - . � � . - � � I 1 19, ,� I I � ,_ C . [� 7109 � - I 11 I . - 2 T: FQ1 �__rrrr � , � I - � I .1 I I % uo, � J I El- It l , I . t 1,__� __1 - .--I---- ____._.___, I - I I- _ ----- -- - _. I I � � /2, I - 1212' 1111�� - i L �,�_l i - " I I . i � -- � Lj J 11, 1AIr ` ___ B B Li f I - I '1� 4 - I J : �'=`.,q if I _- 10 I I .. i If- *MN,4/`�� -3 - I I I 112, �� 0% � � 0 i .- -,I � , ,��, I,- i , I I " SE , 3/16'. , I� KAI, - � EXISTING it TO GLASS � I Ex's"tItlix-s � '_=1111M POP 7 GLASS -'It ALUMINUM POP GLASS . 1 1 . ,C RFVVT it C RIVET I I 1 I �, 1, - ! � i) I 0 . __ ', - -.I- I- - , 47- __ IT ��V-r �-- - - -- - - - ,�_,47 ---- --- I A 6'-o" r /7 ; 60" I , 11,*w " , ___ ; ,( MAN 41-- _ � - - , , Ak. I M. I", - I I � -_ -I IEL LENGTH * - - I PANEL "CENGTH * . ,I - I iff'Z --- I I . I. 0 1 __ -1- --i Ii 1. I ____ PL - - -+--.------ .r7 I , __ �t -- I . 1 ,,--J�-_-__. - . � � . I a - - I . - , - T --- I I � I I-(f) 11 I' imr. K- SEBARAMON- I � ii I . Mh ; SEPARATION, I I 11 11.1/4'0�O.2' I , TH SOX I It , To GLASS, i - � fir' "I I -_ TO QLASS- , UNDSOREW OF V 4 10 � lt it I � It 1 Q.-g- D"Ic 1 11 � I � THUM I If I I C, 0, - 7�M-77 � I- 11 i , R - I I , I _,%,I,F� � . 7 1 , I , I - I , W 71, __ ! I � 11 � I . - .1 --- -_ - I . �,, I 1, --- F7 - I- -, i - I- - � I - __1 -_ T ED - I __1 - ,_ - -----I---I- � I I - I 1 - - ! J. , , , - 51� ", .... ,I, ,____ __ � ?/2, ''I'll I I I - , = , Bwk'-'�- ILL - . I __I� i� � - L � I 11, � .... �� - I Do, . 1, �� . -11 , - 2 1 I- Il �' i . . 1/4 -0 I`7 07, .... . 1 ;, . TAPCON ANCHON L '� I , -- ii; . � � ... I I ! I ' � , j 12 O�C. I I I , I 1 , - � � 1.�� I 1/4-0 TA ON ' - I I I �� 'I, !,i � 1.41 WOOD �C . - �� EXISTING POURED I � --, , ANCHOR 0 12 QC. I I I - --- -] r 12 - CONCRETE OR , I � ; , LATE � ,, '_ ." ,� � I � 1� - . - � , � ;1 � �i� REQUIRED CONCRETE BLOCK I- _ I ____ __ ___ , WALL MOUNTINQ REQUIRED WALL-MQUHM 1. usamh-ul ALTERM11YE EZI W SCALE 3/B- I - SCALE 3/8-1- ...... NAv,Ir`uiIrLji# RI, �� 11, l , - % ,.,I- kirlt ,/ " I �... A ,;,�� I �,, I Ili ..A " ��, \A se , �,� "-, se ill � ,3r , - FLORIDA BUILDING -CODE (Non High Hurriperni Zone) 4g NOM4 * Z .1 �� ,- - - �_ ftNN 44 - o . I A I'm �_*___ ____ I MIN. PANEL LENGTH Z : tD� A4 , _S_ � �Tvm � 24 GAGE � . - _ _ I . INSTALLATION ARE ONLY VAUD FOR MAX� AS 0- PESIGN I SHALL BE 2'-6' I * I * .*1 - a , * , I , . _- PRESStAE RATING +/- 40.0 P.S.t. AND 8'-O WAY L 11 --- "�'/�_ I 1 TOLTF 0 - ; , I I I �� _ .�__ I,/ �,�_ STATE 9. S - GLOBAL PROTECTION PRODUCTS, LLC, . .F I L E C 0 I m. PANEL LENGTH. '. , / !-�,,�.-- -trIORI - S'. �i SIREFTI WOOD 1, 'OR �' - �*117 - 2� FOR NEW WOOD FRAME CONSMCTION: � . , I f .-It"E" TfLUn Iam- . ENGINIOUNPRO COMIANI , , -, � " - - - - --, . - %W_ 11 3mi. �-� , ,Ni _ MEMBERS TO BE SOUTHERN PIN-- N. 2, W1 SPECIFIC , I O.. �4� �1, ': d- 20-175 "'� SION 4 . Aw - - - � I-) - 1`rII )iEI,�,5. F. UM,�- - N1 Al, - - !_., DENSITY OF O�55 OR EQUAL. - -.1 I - 001� - P-000"I'� - - i I . . EYJ,MnRnVIlM/tANMr^MAIE . �rt- A� RL.-I .1 -C � 11011 U1 ry Is I ril la, I - i - I (�? ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVH;!) � 1. , --Y) WIDTH UNLIMITED - (PERR TO PANELSPAN)- TOP MOUNT (CONN, TYPE AS R5Q'D) S'S"T'll K ONS OPTIONAL 4`2G STITCH Z-BOLIF, WITH WASHERED WINCINUTS FASTENED 0 �_ , / OVERLA DSPAA (Vst- �l � -� , e APPROPP, 0 MI RIATE SPAN TABLE) Eg" / 1. V .0 �� H � �i r ------- I I/ / , - . __�" 1, .1 � g .', . � R0,151' m W 1 - - I I � � I � � I � � I 11-1- - " I 11 � - __L z�, / I I % -2 & BOTTOM MOUNT / , I I r4 I - , k \ / REQ-0) �1 RO'3 S111 S, , I 0.37511 MAY BE AT ____ &w Om r-l'\ TYPICAL VERTICAL MOUNTELEVATION "`,ij NIS ELEVATION TOP Nil (cc IN T' PE_\ REQ-D) Un- is I ABOVE IAS , I DOTTOM _P1 ____UCTION) - 01) �!� . � a � � (CONN TYPE AS REITD) X . X n J_ - - 9 . I . _-ORSTRUCTION - __ ILOCATION MAY VARYf � � �3 Z -�� r, ". �< �1� � � -P 11 GUNT I, I I � I � r, NUN I TYPE I. 45 M W'D) - - i I ____ BOTTO M_ L,T,Ex (5, N A BELOW " � G85T RUCTION) PAPEUS MAY OF ED AS RE , NOTCH CTIONS AND PROVIDED THAT CONNE OMONALY," -Za STITCH T4 BOITSVII WASHEREQ ANCHGRS�ARI JSJ�D WHICH SATISFY � � WING NUT$ FASTENED @ OVERLAPS lI MIDSPAN (USE OBSTRUCTION APPROPRIATE '.PAN TABLE) VERTICAL MOUNT ELEVATION PANELS) T(NOTCHED PNITS� ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 CAUM PANELS ________1___ MININIUM STORM PAIAI SEPARAI ION fROINA GLAYS (HVIIZ, WIND ZONE 4 & ESSENTUM LAOUTTS) - - . NAAXihiWAi - __ - - - I . DESIGN : A11OWABLI VNNIALIATIONS LF5% INSIALIATiGNISGACATER _ I ,,FE,;SVUF SPANI(tioa,l THAN3VABOVEGRAOE IHAN 3,AWVEGRAOF � r9SIT i . I i �i,�V ------ __ i 130 U,,, -----I- ___ __ - - _____ 6-06 ii, �.Hfr ! --- V-5- - - F _', Ir � ,� - __ - _____ Gas III 2 16 4) � - � � - * ��±, 1-1-1 I--- - " - 1 11004, -, , , , , - - - - i�fit --- - aad�, __vI_____ � � ,4S __, t 1301I,i, _ __ _n_______.._ ---- ' 6106 v, 2A6,ri � I .1150 I ! kxom I Ace V, 4 lr�m . . I I;- , -1 . I � to�_Sa I - , ,dR 235 ... I � - _� ____ - Irw � 83 2 -- __ _____T ---- � - .; - ___ -1 6 09'. , �3,� I : 465 - --f- � 59,811, __ -_ --- _____ - - _____ 2172,,, I I I 1. :sFAN !DLNtL)ULt IIJU I tb: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD ii, PANEL FASTENER SPACING To DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLI IS F40R USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN t_OAOS. 2. 'PANE FASTENERS- ARE STUDS USED IN CONJUNCTION WITH A(L. MOUNTING EXTRUSIONS f'FY-TRACk, STUDDED ANGLE� ETC,) USE 6 7.5' O�C PA' EL FASTENER SPACING TABLE VALUES FOR ALL' � H�4ANO 11i`�HEADERS (INCLUDING BUILD OUT CONDITIONS), 1, LINEAR INTERPOI-AITION BETWEEN IOADS IS � � � . . GLASS SEPARATION NOTES: I ENTER 'IIAN SCHEDULE WITH P051TIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PRCi ercr� 2. SCHEDULE IS REQUIRED FOA USE WLFH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MEXTRIGHER LOAF, - 3. FOR INSTALLATION$ OUTSIDEOF THE HVHZ AND OUTSIDE OF ESSENTIAL , ACIETTLES IN ASTM WIND ZONES I 11-6400 � GH 3, THE GIASS SEPARATION SCHEDULE IS NOT RC(tUIRED AND NO MINIMUM SEPAPATION FROM 11111 PROTECTED OPENING IS REQUIRED. � 11 �' - 1�1_ .�." DI9Itk MAXIMUM ALLOWABLE � Frmrk _��k� DESIGN PRESSURES: I -1, D.U., tk_ � 16;,,l AS NOTED IN DFSIGN DESIGN NOTES: I SCHEDULES POSITIVE AND 'N ' ESSURES CALCU LATIED ' NEGATIVE DES" R FOR USE WITH THIS SISTIM SHALL BE DRERMINEO PER SEP TE 6111r-PUN1336IN 1CCORD,1rCE 111THI THE 0 RNING1 DOG !RIE E S ' 0 ETC ' M " DET RMINED IN ACCORDANNE"AW35 NAO M41TM &-1,,FVlUA - - _l'_ L E -.' THAN I .'I G f ME UP T ,).ME OR. I'EG,NT I C &.11'31N PRFS URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN GENERAL NOTES: I THUS SPECIFICATION NO BEEN DESIGNED AND SHALL BE FABRICATED IN Al�.�-11�.IEW�.�l.-.N��-.'-�.'�L __._`_`N�._Q" SEVENTH E.Tr E r 'DEAN. 4.. ITREHO , 1.1 AT�5 111, 2111 AND '0'-'Sr 'ROTCOO WEI'llislATI INVESTIGATE N U C.,N,_.,. 'U' Uri -_`o],NG'SC'ODE' INDIM _,, ,HICH MAY " DEEIGN.IIE1.11EYONDA STATIEDHEREIRMAYREQVIRI ADOTTIONAL 'ITE-SFECIFIC SEALED ENGINEERING. BASE 2. NO 131L�stll LUCK . IN ALLOWABLE STRESS lHAS VEEN USED IN THE 1E1I1" I ' T ...... " THE ARCIOTECTIEN.M111 OF RECORD MR THE MOJEC7 SUPERSTAUCTU ' H U` IHIG DISIG is USED G HALL BE RESPONSIBLE RTHLINTEWO"T WRI ` ED . CIAUL IPPORT.H.StNAFACESTOTH. DESIGN WHICH SHALL 'EA'00' `NA1',)IR'YT ER 1NT.' k G`TH' r � 5 F RATE= uIHN'. I I =A =L BE ,i,jiTF- B I, 0 DE I Te ON to S 4DIFLECTION 'I OR SPANS CONTAIF to ORDER TIC VAT Fitt NGPIDEF FOR ALrE,NrATE SPAIN CALCULATIONS AS HEREIN ONTAC THI V PJAY 13�,R 5 ��U'%IODETAIUED hERUN 15 GEMERIC ARD DOeS NOT PROVIDE NFORMATIONFORASPECIFICSITE. FORSITECONDILTIONSODFFEREENTFROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SH ALL P, EPARS SITE SPECIFIC DOCUMENTS FOR USE IN CORLUMMOM Va", 701, Doculirl"r 6. DESIGN PRESSJJR15 NOTED HEREIN ARE BASED ON MAXIMUM TESTED � CONDITIONS DICTATE PANEUB MAYBE MOUNTEDVERTICALLY OR 11 SH.J�NG1,11LI 'IE��rL�141151�D,.elClIM1,11111AIIIIATI 11fJTkI'It� �DIISIQII AS ., T�11 U ic T�y B AT,CN 5, C&Q inmmui= &tAViEGHARMLVSSnJi ENGINEER MR ALL�OSTS DAMAGES INTCATNIG LEGAL FEES &APPELLA:TE FEEGRESULTING FROM M FAB IC ON ,SYSTEM ERECTION, &CONSTRUCTION PRAOTICES'EYOND THAT WHICH IS-1-JUED - .YLO-1, �TE, &FIEDERAI. COOEGN 1B ON DEV ATIONS OF THIS PLAN. 13. MEPIASEXPRJESAL� PROVIDED HEREIN, NOADOnIONAL MRTIRCATIONSORAfnWAnO�A�IUTENDM, 15, A.�T'U�Dk��t�ON�DR��MAR�f��TC�l��UMM� AR�f4-nRtll�EDANOMYALIDATETMISCe�Fl�MN 17� PANELS SHALL BE PERMAN ENTILY LASELEDiVITH AMIN IMUM OF (1) LABEL PER EVFRY�A FE�T.C�JTAMING7HEFOL�OVIINGINMRM�ON! JRiC�A:PRbE�UCT'AOPKO�ikLNUMBEV� VISIT ECALC.10131543 I . . C, 1111 0 0 IM F-', 3-3�'H�D_-1111�� ,,,, � . - 1.11.1i -1-0 11-11 11-.1111- I M, a`WINEEH.P,EX,RR`6W_FF ,_r1.__1_. - 0 . MINIMUM ALLOWABLE SPAN SCHEDULE @i4.---..----- L PANEL5) TOP MOUNT 4 I � � s i I ; 2b I . 41 � .3 ,, � I. 1 21 � 7; a �" 4 ; � 27 T4 A� 4 ,S� I b I -. � � f -a ,- g ii i -Z . I, - 'W H." 01 , , 23, 215, 2e 9: 24 -7� -7r --- Wild6ul 'I .. i,4 O' W Er 21V 24- 15 - 2? 2e 01 24- M� 1i r.i Ni V, Tr _2$- n '-fi-, -iT OF it, W ir IT III, 23r, sir -Tf� -3T 0 "E Blild..11-Ift�k _2'4� _24� _5f -Wr W sor IV, sa, . 7 T,AcX , 2T -W -Is- __ -5i _ff� _ff2r;_r_1w -SY n �J 1�' 2 0 StLId Aral, IVAIR t"n 22- 27- 2r - , 4§1�1 5 Or.a.W.4 7A' Z,r 24' 29" 1 46 1 24' 1 4W 9 I; 0 'U" H..d. a" U, Ir 2�- 1 2e 1 Ir 1 24- J_ M -P-MAT'AAN Ire 24- 2e SW A10, (511 MMtM - IN! 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"",J] ,3DE (A � @) BuLti-ouT ,r TRAck G,-_'e_VA1L I T , 11 1k L1 T� @ �B`K �,S��11',` 111��,�_' &MAIP" �VINUT OWER - :5 i I 0 31 3" IT r) - � � 0 37,5`4 , B.- r K,.A.-V a .t9G:. tns 0 . -1-T, _ - 0 M 9 - ` /__1_11-1111 - - 1. . �12�1`IJ`!��a 11 I- _T_F7 , � - . LEC !Q . in, a ; --- I - -- =,=,-, _= - iii � 0 1 �7coo-.=�_0.12s __ ', i _,� -, - _ _%PAP� ("IT. 'X E �� I. -� i 2 - u� , i � § , - I F_ _'-�, , , BED) N 10 - 111- i "F . I ,,, n - AF - I , � N, i I I = . ll r 1`+.��_ll �ill I0 S . :� I ,"T,? , Ln-zq.t, .wa, = - , � ��1.1011 1.111, ingli � . 1.0001, �;11��a H, . 2�` MA - Z 4" MAX CONNE11CLOSUR5 TAIT _\_ < r. . - OVERLAP __\ _�z �7- � N. � - A CASES, 1_�/ \_/ . / 7=` 1 t I _T,�,_�,.;��, -i:i_a1r_ 110 .25" MAN. Y � 4 . , 0 1 MAX, 11 ;rZ.111�` 0� . , --,7A,r, LLJ I !,�, - P, Z ,,, I,% IIUILD-011 /�1�7�111r_,�",�;,V,-L;� 1,,1! 2 _11-11 ... STANC ,I =11-1-- 1-6- M: � "'I - V ?Kir.l ,.,.,rr,P DISTANCE X V I .1. < I Z ."I llsil� - -T m ,.r - �-- _J 1. , I.PD011 _J _ L 1. , P. 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', � Ti� ANCHOR NOTES: I ANCHORSCHEDULE APPLIES TD ALLFRODUCTF rERTIFTED HEREIN, BUTONU PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWA13LE SPANS 4ND FRESSOREs INDICATED IN 15PAN SCHEDULE SHALL APPLY Z ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EIIISTING STRUC�URE MATERIAL, A ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL To NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAALSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DErAJI_5 ON SH � FO IDE FICATION OF CONJr4EC1 ION TYPE). 3, "PANEL FA TENERS" ARE STUDS USED IN COW UNL71ON Vi ALL MOUNTING EXTRUSIONS (-F�TRACK, STUDDED ANGLE, ETC) LISE625"CLC PANEL FASTENERSPACING7ABLE VALUES FOR ALL'H'- AND "U'-HEADERS (INCLUDING BUILDOUT MGNOMOP§) 4 ANCHORS SHALL BE INSTALLED IN AC)CDRDANCE vvrFH MANUFACTURFRE'RECOMMENDATIONS, 5, HOLLOW BLOCK HOSTSTRUCTI)RE5HALL CONFORM TO A&TM C90 AL-0i 6 MINIMUM EMBEDMENT SHALL 13E AS -NOTED IN ANCHOR SCNEOULE� 7 MMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ST FINISHES WALL R NCAFTE AMC ORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAC D CONCRETE ONLY 9 HERE EXISTINCSTRUCTURELS WOOD FRASUNG,ETISTING CONDITIONS MAY VARY FIELD VERIFY THAT FASTENERS ARE INTOADIEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSUFLE PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTEk OF NOMINAL 2" X 4" UNIKI WOOD STUD (�," EDGE DISTANCEIS ACCEPTABLE Post WOOD FRAM ING), WOOD STUD SHALL BE "SOUTHERN FINE" G=0,55 OR GREATER DENSITY. LAG SCREW SHALL HIAVE PHILLIPS PAN HEAD OR HEX HEAD. It. REMOVABLE ANCHORS ARE. DEWALTPANELMATr,ALL-POINTSSC)LID-5ET&BRAEiSBUSHME; L2. MACHINE SCREWS SHALL HAVE 1p" MINIMUM ENrACEMENT OF THREADS INTO THE BASE ANCHOR, AND MAY HAVE EITHER A PAN I HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK. 1301-T) 1) PLO 13 MMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OFLOTHER WALIFINISHES, 14 , M DESIGN ES ANCHOR CONDITIONS WHICH AV NOT ACCELPTABLE USES Is - LG- LINEAR INTERPOLA�17[011 IS NOT PERMITTED FOR USE WITH THE AINCriaR SCHEDULC', LISTEO ON THIS SHEET N �!,' -, �'o 14 . - - , �A� 1. 11 � I -1 �1, � " ,� 4 a.,,,;; I 9 5 �, ��, �,,11!4 11 ., � �� r,>;R - ri I , < Will I I 1 " ._� § �-q jH t [WE �, 3: 2 11 "I . E .0 I -I L* � U - An Z 9 < . !� T . R � 4 ,,, � 5� - I 11 9 21 � � 5 . N I 1 I 3 g -,, - - = 9. § , , A V) 1 � ;Z i t R I � 1_6 �r' I U � � ;2 � LU 2 2: I < _J < M 9 . t 4 Z Z W MJ (n _�., " (1) CD (1) C_ -4--f P__J U) = M > C""""l L_ 0 U) 0_ CL < (1) _4__J 0 C =3 -0 (010 L_ 0 0- L) a) 0 L. M " M :3 W 2 :Z Z < _J 12L I SHEET NO. SH 1 .5. - � - 7 �1 Ii, ii. I'll , - -il __T_ I I I I. 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