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HomeMy WebLinkAboutEXTERIOR DOORSFlorida BuilcOin9Code Online 6/25/18, 6:50 AM t:+i r^ NE `i •-t. 1° {v S F • `�4 ck !'R �` 1"�. i }y t y�,yvy y �?"s � � • '.i4"..����'?�.t. �� �i �... ',ti. �� in,tl$i,'R:IipCE y,ASQtl3y:,C�BDlt DBPtt-D`,lVi$1�'t.4`;5d^frfiG7�Q6l�l{ BCIS Home Log In User Registration Hot: Topics Submit Surcharge Stats & Facts j Publications Contact Us 'I BCIS Site Map Links Search t_Product or ? USER: Public User - a Product Approval Menu > Product or Application Search > ADoliatlon List > Application Detail FL # FL4613-R6 Application Type Revision Code Version 2017 Application Status Comments Archived I Product Manufacturer CI Schlage Lock Company, LLCM 1 Address/Phone/Email 118'19 U" en sylvaiYia 'S eet Carmel, IN 46032 �(317) 715-4073 Ijames.donlan@allegion.com Authorized Signature Jim Donlan james.donlan@allegion.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ;1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73776 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. ?' Validation Checklist - Hardcopy Received Certificate of Independence FL4613_R6 COI COI Allegion SS 2017-10-19.Ddf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgtgtNdreiWNws3DhfThQuvKKmFfOMARyws%3d Page 1 of 2 Florida Buildin9Code Online 6/25/18, 6:50 AM Equivalence of Product Standard Certified By Sections from the Code Product Approval Method I Method 1 Option D Date Submitted 10/19/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number Q ,Name Description 4613.1 Steelcraft L18 & CE18 Impact Resistant Metal Doors with Hardware Limits of Use ,,,,, .�� ' "" Installation Instructions Approved for use in HVHZ: Yes F 4 1 iR66 II S05-012 SS 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistan . es I Created by Independent Third Party: Yes Design Pressure+70/� 70 Evaluation Reports Other: Hollow Me !✓lalsfl ingle Doors. 3'0 x 7'0 for Impact FL4613 R6 AE_PER5182 SS 2017-10-19.pdf and water resistant appplications. See installation instructions Created by Independent Third Party: Yes for design pressure ratings. r3ack fdext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida.:: PrIvagy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addr lsses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida StatutesI effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Sr7�� https://fforidabtjilding.org/pr/pr_app_dtl.aipx?param=wGEVXQwtDgtgtNdreiWNws3DhfThQuvKKmFfOMARyws%3d Page 2 of 2 Al 4,00' MAX. SEE NOTE 6. l� A2 4.00' KA14 SEE NOTE 6, B2 0 A3 OPTION HDWE FAMILY LOCKING HARDWARE DESIGN PRESSURE IMPACT Al MORTISE LOCK SCHLAGE: L9000, L9400 SERIES FALCON: MA SERIES +70%70 PSF LARGE MISSILE IMPACT 50 FEET PER SECOND B l A2 CYLINDRICAL (BORED) LOCK SCHLAGE: AL, ND, A FALCON: T, B, X B2 CYLINDRICAL (BORED) SCHLAGE S200 SERIES (S210125112701280 OR A3 LOCK WITH DEADLOCK (AUX. OR INTERCONNECTED) 11100 SERIES (H110115311801185) INTERCONNECTED ENTRANCE LOCK t 1 +671--67 PSF r' LARGE MISSILE IMPACT 50 FEET PER SECOND DEXTER J-SERIES (J10140(54) WITH ' 83 JD -SERIES (JD60162) DEADBOLT OR �~ JH-SERIES HANDLESET WITH DEADSOLT (JH60162) OPTION DOOR MODEL A 1,8,T,SL,SZ SERIES FLUSH B CE SERIES EMBOSSED PANELS Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.10.19 16�7:15 -04'00' v -•i l. :* 7 �-0. TT CC -. toa,•a N. E. I fo FBPfi cFAY. OFYI17104td1 'ON No. 2957e R E V I S I❑ N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 05/25/05 j B REVISED JPD 11/01/13 110/02/17 C REVISED EG NOTES, I 1, ALL DIMENSIONS SHOWN MAX, AND TYP, FOR ALL DOOR/FRAME MODELS 2. ANCHOR REQUIREMENTS, SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION, 3, HINGE REQUIREMENTS, 4.5' STD WT. MIN, (MIN. 3 HINGES) BUTTS OR CONTINUOUS HINGE FOR DOOR OPENING UP TO 7'6' HIGH — MIN (3) HINGES FOR DOOR OPENING 7'7' — 8'0' HIGH — MIN (4) HINGES LOCATIONSt 9.75' FROM RABBET IN HEAD TO CL OF TOP HINGE I 10.38' FROM FLOOR TO CL OF BOTTOM HINGE, EQUALLY SPACED IN BETWEEN.I APPROVED CONTINUOUS HINGE MODELS, SEE SHEET 7 4, SEE SHEET 3 & 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS, 5, HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS AVAILABLE. 7, APPLY CAULK AS NEEDED, 8. WHEN WATER INFILTRATION RATING IS NOT REQUIRED INSTALL GASKETING PER SHEET 6. 9. SEE SHEET 5 FOR GASKETING OPTIONS WHEN WATER INFILTRATION IS REQUIRED. BEND RADIUS SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 WIND AND MISSILE IMPACT RESISTANCE L/B/T/CE/SL/SZ SERIES 1-3/4. 3'0'7'0' SINGLE DOORS F/MU SERIES FRAME —012 SHEET 1 OF 7 C SKEET � i j, 1) �1 MASONRY ANCHfAt I❑Y INTO GROUT FRAME AND BLOCK CK WALL 'j1� 1' YAII Pt� 4r"''` rN r a o�m tm1Oa'e Fa. LD BaT Af RSx wµ�pa�t r n OPENING ear NIo t2) a rom rLL 7 SILL RETAIL TH B ASE ANCHOR I PER . B (DETAIL n I is (poem a A O r rAr. iAIJE ro eE BAR maT E1L1D) WIsaIN'/� T-AMINGI r12 P� MASONRY.BLOfX.WAL15 J' 1/4' rAIL J A MIN. 8•x8'x18• CMU (C-90) rg-ZO00Pd GROUT FRIED A0WMI Rlam �_.AnE ARam �r O O O wart eAsc I e.1e• IT aae• MASONRY YASONT T-uwlw WIRE MASONRY ANCHOR a a s1tT1 (aa•e•) Nun MDL-ee KM T-ANCHOR I iy rri-Ja I!S SILL DETAIL r IXISTING MASONRY ANCHOR (EMAICMU INTO CONCRETE WALL OR N' YAx Rd 2D ff.l mar ML= (G•ea) am 9D0c rN1 SI%/•?= R__ ROOt-N 1TRCAL m R DIA U A SILL DETAIL BASE AND, 1 PER ,U (DETAIL © WOOD STUD ANCHOR rr rAx rtw.irin,u, � • rout POI -WOOD STUD WALLS SEE NOTE 1. ryraNa KSI WOOD SRO OR UNIVERSAL ANCHOR (LOCK -IN OR WELD -IN) QBMO ANCHOR (EMAIE WT SLTIAGN WOOD STUD WALL r rAx Jmm. a�¢ W s xT OPENING „nac SILL DETAIL TH aw SILL DUAL © eTm eTLD ANCHOR r.• rAx 5 OPENING d� SLL DUAL TN BASE ARCHOR ❑F POURED CONCRETE TILT UP WA I. .ONCTRLI .TON R E V I S I❑ N DESCRIPTION DATE APPROVAL DRAWING YMF 05/25/0' REVISED NAME JPD 11/01/13 REVISED EG 10/02/17 APPROVED -STEEL STUD WALLS •S.,, STUD WALLS SEE NOTE 11.II SEE (tU(�NOOTE,EE 1. (08 x 1-3/4' ANCHOR AL PE�sw rrR.m DETAIL C L J Ir,rANr,m UNIVERSAL JAMB BASE ANCHOR STEEL STUD ANCHOR ANCHOR WELD -IN OR LOCK -IN WELD -IN OR LOCK -IN (WELDED OR ADJUSTABLE) PWREO DORDtETE OPRGN BEEANGHOPOURED CDE WHEN AFDIt>EREDJAMB ANCNORAOE IEN ONfAEtE B,IBSiRAtE ff lREO -7101 o®MWf JTIN O®1E2(f 31 {t{II111l, F. 0 ,,� :• oal�NNa �� �Q' F� �� 3/e OAMEM 7 Jmffk CONCRETE SHIM SPACE _/ r/Y lleL EMB]AR�R � .- TTH r MIN. EMBEDMENT Ile MAx WOOD STUD WALLS Ir'-* Pcwm BOLT. w mT SEE NOTE 1. :' 411 ` LD( BOLT A2. 3/e M I,I,jp^1t��ryE,I i : so°aE� EALLm maVI = Off•••• C P� `` ,, sS (9R�aKpmNAO N�,y,. LOG(-N tMA-U ANCHOR "El - '�/, 1: EAMRffiAO MW.'Rn revs �w1KN N0.2osn ,r �' ERAIE LLIT. •� JAlIB ��� rArtaa o�m MI�n-o/v iAPLOI /{• EXTERIORm n121-J/r .! IJY IrL T. m¢ trsiAxa OR _ ram ! (� e.r MAx. 1 y,y�71 FW4tag NiO �mGr�.Bu AS REQUIRED GIN, L INSTALLATION SINGLE OUTSVANG DOOR NOTES: 1. WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL -STUD WALLS MUST BE DESIGNED TO CARRY THE APPROPRIATE LOAD DESIGN TO MEET THE REQUIREMENTS OF THE BUILDING CODE 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM. DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 3. APPLY CAULK AS NEEDED. 4. MASONRY WIRE, T ANCHORS AND EMSTING MASONRY ANCHORS WITHOUT BOLT MAY BE USED IN MIN. 27DOPSI POURED CONCRETE TILT UP WALLS. 5. FRAMES WITH 4' FACE HEAD MUST HAVE HEAD GROUTED FULL 0 RADIUS SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET --EE3- CARMEL, IN 46032 D ANGLE PROJECTION TIT DATE ANCHOR DETAILS / MOUNTING CONDITIONS -012 SHEET 2 OF 7 1 c BENT TABS TO SECURE ASSEMBLY gp . FPG� h 'KD' "KNOCKED —DOWN" ASSEMBLY I i i i i WELDREDWELDED NOTE NOTE 3 i I HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS TAOI C I AVAILABLE FRAME CONFIGURATIONS WELDED WEL NOTE 3 NOT 'SUA' SET—UP AND ARC —WELDED ASSEMBLY 48 X 5/8 TRUSS 'MU' "MULTI —USE" SERIES ASSEMBLY WELDED CORNER OPTIONAL FRAME SERIES JAMB DEPTH MAXIMUM DOOR OPENING SIZE MATERIAL WIDTH EIGHT DESCR. GA. MIN. THK 16/.053" CRS/HRS 14/.067" F 5.75" 3'0" 7'0" GALV 12/.099" MIN. STAINLESS 16/.053" STEEL MU 5.75" 3-0" 7'0" CRS/HRS 14/.067" MIN. GALV TABLE 2. CRS ASTM A100B HRS ASTM A1011 GALV: A60 ASTM A924 STU 304.306 ASTM A240 I �* T E�iniPvottd�8 . �/pp�qry1c FBPE c➢iaY 6FWmRy ors NO.2WO R E V 1 S 1 O N S DESCRIPTION DATE APPROVED APPROVAL DRAWING 05/25/05 REVISED NAME JPD 11/01/13 REVISED EG 10/02/17 2„ {� HEAD " M MIN. 5.75" MIN. HINGE JAMB NOTES: 1. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH — 5 3/4". STOP HEIGHT — 5/8" 1.2. FRAMES AVAILABLE AS FLUSH (F—SERIES) AND MULT—USE (MU —SERIES) (SEE TABLEA) 2.FOR MATERIAL SPECIFICATIONS REFERENCE TABLE 2. 3. CONTINUOUS WELD WITH FULL PENETRATION TO FACE SEAM., GRIND SMOOTH, PRIME & PAINT WELD CLASSIFICATION — E70XX 2" MIN. 4" MAX. 1.94" 0.625" VARY VARY STRIKE/HINGE JAMB WEATHERSTRIPPING DETAIL WHEN WATER INFILTRATION IS NOT REQUIRED SEE SHEET 6 (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET }- CARMEL, .IN 46032 _cna+ TITLE FEC APPROVAL DATE FRAME OPTIONS ce/m/ne CORNER DETAILS PROFILE WEATHERSTRIPPING ATTACHMENT S S05-012 SHEET 3 OF 7 C �"`�` NTS AUTOCAD •�•�•S•roM • • • i i . '�•.•:•.•..•i•. • 'ii i•1 !i�i 14 '•-1 ': 1 �i•i �i�i 1�•� ��•� i•i� i�il 1•i; i•�H i�i� I•�I 1••. 1••H i•i; i • 1 • 1•C 1•�� �••I �i•i SECTION D-D 131303 SECTION E-E j I C (C) STEEL STIFFENED (D) HONEYCOMB (E) TEMPERATURE RISE COR BY ATLAS, DENSITY:1.0 LB/FT i KRAFT PAPER. 1.2' CELL SIZE MINERAL AND FIBER BOARD OR POLYISOCYANURATE H2O0 DENSITY. 17 t 1.5 LBS/CUFT BY ELFOAM. DENSITY:2 LBS/FT3 I NOTES: 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 1 3/4" 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SURFACE MODELS (SEE TABLE.3) 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED WITH MAX. HOLE 05/8" (SEE DETAIL G ON SHT.7) i2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 4. MINIMUM YIELD STRESS FOR STEEL IS 44600 PSI. DETAIL'Vi' 20GA. HAT SHAPED SDFFENF7T5 SPO1M41DED El' O.C. TO INSOE OF 1.75' FACE SHEETS AND WELDED TOGETHER .B2D' AT TOP AND BOTTOM SECTION C-C DETAIL Y7 2DGA. HAT SHAPED STIFFENERS S'OTWEIDED 6 O.C. TO INSIDE OF 1.75' ONE FACE SHEET AND BONDED TO THE OTHER FACE SHEET R E V I S I❑ N DESCRIPTION DATE APPROVAL DWG YMF 05/25/C REVISED NAME JPD I1/01/13 REVISED EG 10/02/1'. AVAILABLE DOOR CONFIGURATIONS TADI C' 'A (SEE NOTE 1.) DOOR CORE MATERIAL DOOR OPENING SIZE SKIN MATERIAL SERIES PER SHT.7 MAX WIDTH MAX HEIGHT DESCR. GA. MIN. THK HONEYCOMB CRS 18/.044" L POLYSTYRENE 3'0" 7-0" GALV 16/.055" POLYURETHANE 14/.070" 18/.044" B STEEL 3'0" 7'0" CRS GALV 16/.055" STIFFENED 14 .070" SI_/SZ HONEYCOMB POLYSTYRENE 3'0" 7-0" CRS GALV 18/.044" 16/.055" POLYURETHANE T MINERAL FIBER 3'0" 7'0" CRS GALV 18/.044" 16/.055" 14 .070" CE POLYSTYRENE/ HONEYCOMB 3'0" 7.0" GALV 18/.044" 16/.055" 111111f S F. 0 Z. O * 7 TE - 3 TT Ps..N AT78 • �� 398E SOLD\ DANy1 F jIN FBPE CERT. OF AUT1�afifLlltidN NO.29578 BEND RADRIS SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET }- CARMEL, IN 46032 JECTMIN TITLE DATE DOOR CONFIGURATIONS mraaim CORE OPTIONS AND AND MATERIAL SPECS. APPROVED TABLE 4. CRS ASTM A1008 HRS ASTM A1011 GALV: A60 ASTM A924 STL• 304,306 ASTM A240 012 SHEET 4 OF 7 I C ITEM ALLOWABLE MODEL NGJ PART INSTALL NUMBER DESCRIPTION DESIGN PRESSURE, MANUFACTURER DETAIL PER DETAIL PSF UP TO' 11 566/ZERO INTL 71, 'Pt' THRESHOLD +70 950/NGP 'T2' '122' 14 FASSEAL SWEEP +70 STEELCRAFT S. 'P7' &'P2' PERIMETER SEAL INSTALLATION DETAILS WHEN WATER 16 SELF ADHESIVE +70 188SIZERO INTL 'U' 'M7' S'N1' 0 DOOR SEAL PSO74/STEELCRAFT 'Q' 'M2'8'N2' eeA ma, C w,oc JAILIS a is �j 19 DOOR SWEEP +70 202N/NGP 'W2' 'N2' Sun AAANsr — — EXTERIOR 139/ZERO INTL 'X1' TV aAsm °0°I to wa ro 20 DOOR SWEEP +70 200/NGP 'X2' 'P2' '°'� t t 3281ZEROINTL 'XT TV 9 \ o.De3• Y1 ADJUSTABLE +70 4752ER0 INTL 'Yi' 'Mt' 6'N1'I STOP 170NINGP 'Y2' 'M2' n�alz eD,142/ZERO INTL 'Z3' M1'ETERIOR t/vxt-3/t,®,. MOE DISTDISTANCE 22 RAIN DRIP CAP +70 1117ERO INTL 'P1' a OR FIG WOOW00D SILL (SG--M) Z7' DETAIL 'Ni- 1.7A' MIN. EMBEDIIDR xe' U L DI= DISTANCE 16A/NGP Z2' 'P2' HINGE JAMB DETAIL1011' 0G0 DOIatm 54L SWEEP INSTALLATUON TOP OF DOORMEAD DETAIL O III x9 23 DOOR TOP CAP +70 T STEELCRAFT 'R' 'M1'8'M2' BOTTOM DOOR ZERO WEATHERSTRIPPING WEATHERSTRIPPING AND BILL INSTALLATION PART DETAILS OA7S a25 FLEXIBLE 3.91 --I 139—I-13.9 I__ 3.91 —1%SEE NOTE 02S cNEOPRENE F�(7 BEM4RIGI t r EXT ` a5 0.50 J E —T I D�+7 RIGID SECTION 5.0' 1 I SO' SEE NOTE Z 33625 WHEN WATER INFILTRATION WHEN WATER INFILTRATION I NAX 0.75 REQUIREMENT IS NEEDED - MAX. DP v N-70 PSF REQUIREMENT IS NEEDED - MAX DP -+1-70 PSF FLOOBLE DETN74 L25 SECTION I DETAIL T7' DETAIL T7 PS-07t - BEE NOTES ZEROINTL Sall SEWESTHRESHOLD NATIONAL GUARD 930 SERIES THRESHOLD 9ELF-ADHESIVE _ —L APPROVED FOR WATER INFILTRATION WD7I SILICONE,VINYL WEATHERSTRIPPING 11 REQUIREMENT. SINGLE DOORS 11 OR NEOPRENE BUMPER ) 8 - 14 FASSFJIL DOOR SWEEP O.ee' 1.83B' 1 as o2 219,µt.s7 .aevrm..m r h 175' 1 0.375' —{ \yqp� OseDETA1L zERo 1a2 L00' 0.37 DETNL T7' RAIN DRIP CAP 0.30' ZERO 473 I I C=� ADJUSTABLE BTO 0.' N� .. e/e• Ems---' 132• I —T R� DOP ax HO-E HFH to '( LO• I�-at ,]e• z.so, SW -DRILLING PIER e. J/{e' �25, a07• T I I I , wJ-DROLDIG S4¢v ! PNSM .t375' L00' I L50' OETAIL'U' DETAIL WY e e/11' D!7 ZERO NGP702 DETAIL7(1' DETAIL7I7 OETAR')O' OETAIL'YR' DETAILZ7' 1 DETAIL 'Zr DETAILTt' 18BB DOOR SEAL ZPRO 13W NGP 000 ZERO 03B NGP 170N ZERO 11 NGP 1e 16 DGOR a 19 20 DOOR SWEEP DOOR SWEEP DOOR SEAL 21 ADJUSTABLE STOP 22 RAM DRIP CAP RAIN DRIP CAP 23 24GA TOP CAP PERIMETER SEAL INSTA �rop t9 �Ar Burr ADANef a® oam NFJA ,SAL TO 1e e � OI 1 —cB` i E EXTERIOR DETAIL HINGEJAMB SWEEP INSTALLATION ..I IIrI. 1/1 1-3/PTAPON 1'W �' EDGE DISTANCE OR IIt WOOD SCREW NTO WD00 SLL (sa,55) 2e' IML EDGE =TANCE 1.73' WX ENBMUERT INTO CONCRETE S&L DETAIL T7 (3 xS UX) BOTTOM OP DOOR NGP WEATHERSTRIPPINO AND SILL INSTALLATION HE Iv a 1 DRAWN T YMF De�DATEvoS * = _T 'tr .. PSC tai: w �T117, „a eeetW R E V I S I❑ N S — DESCRIPTION DATE 5 APPROVED PPROVAL DWG 05,1 ,105 REVISED NAME JPD 11/01/13 REVISED EG 10/02/17 NOTES: 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199 POLYPROPYLENE HOMOPOLYMER. 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101=73 4. FASSEAL DOOR SWEEP (14), AND THRESHOLD (11) ARE REQUIRED FOR ALL INSTALLATIONS. SCHLAGE LOCK COMPANY, LLC 11319 N. PENNSYLVANIA STREET CARMEL, IN 46032 BE APPROVAL SINGLE FLUSH DOOR PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION IS REQUIRED NTS S05-012 SHEET 5 OF 71 C PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT DOES NOT APPLY ITEM NUMBER SHT 5. DESCRIPTION MODEL NoJ MANUFACTURER PART DETAIL INSTALL PER DETAIL TABLES 5662EROINTL 'Tt• 950/NGP 72' 11 THRESHOLD IV 65REROINTL T3' 568/ZEROINTL 74' 14 FAS.SEALSWEEP—STEELCRAFT S. 'IV 0144SIFS/ZEROINTL 'U7' 13 SELF ADHESIVE WEATHER STRIPPING g,L, 81505/FS/ZERO INTL 117SIFSIZEROINTL 'UT 'U4' 188S/FS2EROINTL U3' PS074/STEELCRAFT V ITEMS REQUIRED WHERE WATER INFILTRATION IS NOT NEEDED I I SELF ADHESIVE ) 0.45' SILICONE DOOR 29' _L SEAL 0.50' DETAIL'tW .40'+-I I DETAIL'UT ZERO 117S ZERO 1113 13 DOORSEAL 13 DOOR SEAL II F—I FLEXIBLE SEMI -RIGID 40' Ill 0 44' � // // //II .313' 7"-. — � —0.914•— - —tom 50•�.I� 044 DETAIL'UT I DEtAIL'U1'— DETAIL'O' ZERO e1509 'ZERO PSST4 DOORSEAL /'� SELF-ADHESIVE DOOR SEAL 11 J1 wcAn�cocmn+onara 13 13 R E V I S I❑ N S LTR DESCRIPTION DATE APPROVED A I REVISED EG 10/02/17 PART DETAILS 0�.078 05 0.125 DeEHare I —1 191—as4==13.9--L— 19I 0.25 NEOPRENE 0125��'2 0.25 ET. SILICONE NEOPRENE 0125 ...Hp EXT 0.5 0'5 Er 0.5 D9ECT 0H .T r 5.0' --T T_I I_T I-- 5,0' —1 T—I r 5,0' �I I I T r 6.00' —I gee Hole? F 35KA 5 )— A75 RD®lE se 123 sacnDH e HOLE] �� DETAIL T1' DETAIL TT DETAIL'T4 7 DETAIL T1' ZERO IN7 LSee 8ERIES THRESHOLD h NATNDNAL OUARD 85o SERIES THRESHOLD NTH SILICONE. VINYL ZERO INTi eS 9ER ES TH0.ESHOLD TYPE I THRESHOLD 11 ZERO INK SBB SERIES 14 DETAIL'S' 11 NEOPRENE 1j FASs¢AI. DOOR SWEEP PERIMETER SEAL INSTALLATION DETAILS WHEN WAJTER INFILTRATION REQUIREMENTS DO NYTABPIzy MDOOR SEAL FE;� APPUEDTO 25'0.Z6.7 +� ! HEAD AND JAMEXTERIOR WART FRAME HINGE Y RDNFORCEMDIT' 2 VAW FAIBEEHTED.ED.K1-3/�• TM . , 15N. <nGE AHCE DOOR HNGEIXTERIOR oRn.%I-WS DIM MOOD SL (SG-M) R13NFORCEWENT 1.9V 1.25' MIN. EMBEDMENT 86• MIN. � DISTANCE NTO CONCRETE �' EXT E%T 1 (3 KB MN.) lm+cE.LMIB 13 13 .AMB OETAIL'IC BOTTOM OF DOOR HINGE DETAIL i' HINGE BIDE 2' MAX' DETAIL'.' 2' MAX' WEATHERSTRIPPING AND SILL INSTALLATION WEATHERSTRIPPING INSTALI.ATONak" PERIMETER DOOR SEAL INSTALLATION IN HEAD AND JAMOS '01111111 E J .,.+' T T CC p0. C P. Lu. FiS mff. Tm1 MG 2957. NOTES: 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199 LYMER. FLEXIBLE 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE k101-73 3. DOOR SWEEP 4. FASSEAL DOOR SWEEP (14), AND THRESHOLD (11) ARE REQUIRED FOR ALL INSTALLATIONS. BEND RADIUS SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 THIRD ANGLE PRDJECTD]N TITLE FBC APPROVAL DRAWN DATE SINGLE FLUSH DOOR PERIMETER SEAL HARDWARE YMF aver WHEN WATER INFILTRATION IS NOT REQUIRED CHECKED APPROVED S IZE W RE JF S05-012 SHEET 6 OF 7 A ENG. APPVL SCAE. NTs I AUTOCAD DETAIL'G' DOOR VIEWER IN -DOOR PREP 00.625' MAX, AVAILABLE VIEWERS: IVES U696, U697, 698, U698, 700, U700 DEXTER 697, 698 STEEL BUTT HINGE #12-24 MACHINE IVES 5BB1/3CB1 SCREWS 4.5' X 4,5' STD, WT. MIN, .134' MIN. THICKNESS o� Fy MIN. = 36ksl T STEEL BUTT HINGE STANLEY FBB179/1900 o HAGER BB1279 4.5' 4,5' X 4.5' STD. WT. MIN, MIN. .134' MIN, THICKNESS / Fy MIN. = 36ksl 0 0 0 0 o CONTINUOUS HINGE o' IVES 112HD & 224HD STANLEY 661HD SELECT SL11HD 84' PEMKO FM_HD SERIES HAGER 780-224HD MAX, ADH ALLUMI UMH6036-TG MIN T .110' MIN. THICKNESS i li�_ __ �- 0 0 0 0 STEEL CONTINUOUS HINGE IVES 600 .075 MIN. (14GA.) THICKNESS 84' 1012 COLD ROLLED STEEL MAX. Fy MIN. 45ksl T STAINLESS STEEL CONTINUOUS HINGE IVES 700, 700CS eT HAGER 790-900 MARKAR FM-300 & HG305 ABH A500 .075' MIN. (14GA.) THICKNESS 304 STAINLESS STEEL Fy MIN. 31ksl CONTINUOUS HINGE NOTES, 1, QUANTITY OF SCREWS VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 2. SCREW SPACING VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 3.INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS 12-24x3/4'FLAT HEAD UNDERCUT SELF DRILLING SCREW DOOR LEAF 12-24 X 1-3/8' FLAT HEAD UNDERCUT SELF DRILLING SCREW FRAME LEAF QUANTITY VARIES PER HINGE LENGTH k10-24X 1/2' MIN, MACHINE SCREW OR SELF ➢RILLING EACH HINGE LEAF QUANTITY VARIES PER HINGE LENGTH S. .O 7 _ r24U ` r r.c ,ro, .a emr BEND RABBIS I YMF I m.0.as I R E V I S I❑ N S LTR DESCRIPTION DATE APPROVED A I REVISED EG 10/02/17 SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 BC APPROVAL HINGE OPTIONS AND VIEWER NTS I A S05-012 SHEET 7 [IF 71 A MIAMI- - i'YL'0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE O ACCEPTANCE NOA Southeastern Met Manufacturing Co., Inc. 11801 Industry Driv I Jacksonville, FL 3221 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: This NOA is being issued un the applicable rules and regulations governing the use of construction materials. The documentation submitted has be reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and er areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after (in Miami -Dade County) and/or tl or material tested for quality assu. manufacturer will incur the exper of such product or material within determined by Miami -Dade Cour of the applicable building code. This product is approved as descr including the High Velocity Hurt 5-V Crimp he xpiration date stated below. The Miami -Dade County Product Control Section e A (in areas other than Miami -Dade County) reserve the right to have this product Iince plvoses. If this product or material fails to perform in the accepted manner, the e of suc testing and the AHJ may immediately revoke, modify, or suspend the use their juris cti ' on. RER reserves the right to revoke this acceptance, if it is y Product CNptrol Section that this product or material fails to meet'the requirements bed herein, and\as been designed to comply with the Florida Building Code cane Zone of the lQorida Building Code. Roofing Panel LABELING: Each unit shall bear a permanent label statement: "Miami -Dade County Product Control Apl RENEWAL of this NOA shall be considered after a renewal in the applicable building code negatively affecting the perfoi manufacturer's name or logo, city, state and following unless otherwise noted herein. ition has been filed and there has been no change of this product. TERMINATION of this NOA will occur after the expiration date o if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse o is NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this A. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: TheINOA number preceded by the words Miami -Da County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of t IOA is displayed, then it shall be done in its entirety. I INSPECTION: A copy of this entire NOA shall be provided to the user by the manu cturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA Nlo.11-0714.08 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. \///O—No.:16-0510.23 NU MIAMt•UADEcourinr Expiration Date: 11/08/21 Approval Date: 06/30/16 Page 1 of 5 Florida Buildin9Code Online 6/25/18, 4:50 AM . a ka rR t �i f ae;4� �s 7. •w.my, , ' --� F� +r 'fir �, ,y�� .., i ?�Ey u'if;"." n j Product Approval ['£ USER: Public User Product Aooroval Menu > Product or Aoolication Search > Apolication List > Application Detail FL # FL13192-115 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 109d1 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Ronald I. Ogawa PE-24121 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 John Southard, P.E. Validation Checklist - Hardcopy Received FL131 2 R5 COI_RIO - Certificate of Independence.pdf https:llfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHilDSL7Rnc9nl4NP2iZim2vOrA%3d%3d Page 1 of 3 Florida BuildvngCode Online Referenced Standard and Year(gf Standard) Equivalence of Product Stand Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Appro, Date Approved Summary of Products Standard ASTM C1186 ASTM E330 6/25/18, 4:50 AW Year 2007 2002 Florida Licensed Professional Engineer or Architect FL13192 R5Eguiv RIO-2692E-17 ASTM C1186 eauivalencv_pdf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13192.1 I Cemplank Lap Siding fiber -cement lap siding _ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ' Installation Instructions FL13192_R5_1I_CemPlank-Installation.pd FL13192 R5_II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.�df Impact Resistant: � /A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- FL13192_R5 II -ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R511 NOA 17-0406.06.pd Verified By: Ronald I. Ogawa 24121 0406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE_ER RIO-2683-17 Plank Wood Metal Frame.adf FL13192 R5_AE ER RIO-2687-17 Plank Shingle to CMIJ.Pf FL13192 R5 AE—ER RIO-2688-17 Plank WSP Sheathing —Of FL13192 R5_AE NOA 17-0406.06.por i Created by Independent Third Party: Yes 13192.2 I HardiePlank Lap Siding fiber -cement lap siding - —_ ` Limits of Use I "F Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal l . df Impact Resistant: N/A FL13192 R5_II_ER RIO-2687-17 Plank Shingle to CMU.pdf Design Pressure: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing_pdf FL13192 RR II Hard iePlank-Installation.odf FL13192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R_5 AE ER RIO-2683-17 Plank Wood Metal Frame.p FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL1319Z R5AE ER RIO-2688-17 Plank WSP Sheathing p-df FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes _, i 13192.3 I HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No Approve' for use outside HVHZ: Yes FL13192 R5_II ER RIO-2685-17 Shingle Wood Metal Frame.pdf Impact Resistant: N/A Design pressure: N/A FL13192 R5 II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 https://floridabuilding.org/pr,fpr_apl_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9nl4NP2iZim2vOrA%3d%3d Page 2 of 3 PROJECT RIO-2683-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A and1B, RESULTS OF TRANSVERSE LOAD TESTING 3-4 SUMMARY OF FASENTER DESIGN LOAD CALCULATIONS 5-6 TABLE 2A THROUGH TABLE 20, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 7-11 DESIGN WIND LOAD PROCEDURES 12 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 12 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 13 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 13 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 13 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 14-57 LIMITATIONS OF USE 57 AS PRODUCT EVALUATOR, THE UNDERSIGNED CEi1F11=,Ssk19T.�T.HJSTaE,QPOp1J - .�ARCOMPLIANCE WITH THE REQUIREMENTS OF TH SCE 7 - 10�THE 2017 FLORIDA BUILDIN AND THE 2015 INTERNATIO�DlR_(j' C_005 ---.., PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX e 'ro��OS10 N A�-• � �'�� 0 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2553-16 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardle.com EVALUATION SUBJECT Har+dlePlanic® Lap Siding JamsesHardle Product Trade Names covered in this evaluation: HerdiePlanit® Lap Siding, CemPlank® Siding, Preval�O Lap Siding EVALUATI S OP : ASCE 7-10 2017 Florida Bulding Cade 2015 international Building CodeG EVALUATION PURPOSE: This analysis Is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank (CemPlank, Prevail Lap) siding fastened to wood or metal framing with nails or screws. I REFERENCE REPORTS: 1. Inlertek Report 3067913 (ASTM C1186) Material grope ies HardiePlank Siding 2. Ramlech Laboratories, Inc. Report 10593-9611395 (ASTM E330) Transverse Load Test, 5/16' Thick by7.5 inch wide HardlePlank Lap Siding Installed on 2X4 W-Fir woad studs space at 16 inches on center with a 0.093 Inch shank by 0.222 inch head dia i nail by 2.5 inch long galvanized siding na 3. Ramtec h Laboratories, Inc. Report IG-1034-88 (ASTM E330) Transverse Load Test, 5116" Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem -Fir wood studs space at 16 inches on center with a Number 11 gauge 1-3/4 inch long galvanized roofing nail 4. Ramterh Laboratories, Inc. Report IC-1020-88 (ASTM i 'n E330) Transverse Load Test, 5/16' Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Fwood studs space at 16 inches on eenlerwilh a 6d common nail 5. Ramlech Laboratories, Inc. Report 2149-07-1 D (C) (ASTM E330) Transverse Load Test, 5/16' Thiele by 8.25 Inch wide HardiePlank Lap Siding installed on 2X4 Doug-FU-Larch wood studs space at 16 inches on center wi0h an 8d ring shank box nail, 0.113 inch shank by 0.260 inch head diameter by 2.375 inch long S. Ramlech Laboratories, Inc. Report 2149•07-10 (E) (ASTM E330) Transverse Load Test, 5/18' Thick by 825 inch wide HardiePlank Lap Siding Installed on 2X4 Doug -Fir -Larch wood studs space at 16 inches on center with a 0.092 inch shank by 0222 In ch head diameter by 2.5 inch long galvanized siding nail 7. Ramtech Laboratories, Inc. Report 2341-OM6 (ASTM E330) Transverse Load Test, 5/16' Thick by 8.25 inch wide HardiePlank Lap Siding Installed on 2X4 Doug -Fir -Larch wood studs space at 16 inches an center with a 0.092 inch shank by 0.222 In i head diameter by 2 inch long galvanized siding nail 8. Ramtech Laboratories, Inc. Report 2149-07-10 (F) (ASTM E330) Transverse Load Test, 5116" Thick by 8.25 inch wide HardlePlank Lap Siding Installed on 2X4 Spruce -Pine -Fur wood studs space at 16 Inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nal 9. Ramlecn Laboratories, Inc. Report 11149/1554 (A ITM E330) Transverse Load Test 5/16" Thick by 6.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 Inches on center with ETBF knurled pin fastener 10. Ramlech Laboratories, Inc. Report 11149/1554B,(ASTM E330) Transverse Load Test 5/16' Thick by 8.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 s 1yj't 111�\ OGAWq 12� � �•' gTA OP �``�� FSS� 0 N A- e RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com 60 1 0.85 1 1.13 1.31 1 1 1 1 0.85 1 -1.4 1 0.18 100 0.99 126 1.43 1 Iu60 1 1 1 .0.85 -1.8 1 0.18 Table 4, Allowable Stress Design -Component and Cladding (CB.C) Pressures (PSF) to be Resisted at Various Wind Speeds -1Mnd Exposure Category B, V%rmd Speed (3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (R) 8 B B B B B B B B S B B B 8 0.15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 i -28.3 32.5 -37.0 -41.7 -46.8 52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 -32.5 37.0 -41.7 -46.8 -52.1 57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 32.5 -37.0 -01.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 --28.3 -32.5 -37.0 -41.7 -46.8 52.1 -57.8 -63.7 . 35 -15.1 -16.6 -182 -19.9 -21.7 -25A 1-29.5 -33.9 -38.6 -43.5 -48.8 -54A -602 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22-6 -26.5 ,30.7 -35.3 -40.1 -45.3 50.8 -56.6 -62JN-71.4 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 �311 36.4 -4L5 -46.8 52.5 -58.5 -64.850 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 32J -37.6 -42.8 -48.3 54.1 -60.3 -66.855 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 It.8 -68.50 -1 . - 93 -2 2 -232 -2 - 39. 9 - 0 - 6.8 -63.3 - .1100 -25.6 -282 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92A -102A Table 5, Allowable Stress Design - Component and Cladding (CS.C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed (3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) C C C C C C C C C C C C C C 0.15 -17.5 -19.3 412 -23.2 -25.2 -29.6 -34.4 39.5 -44.9 50.7 -56.8 -63.3 -70.1 77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 31.4 -36.4 71.8 47.5 53J -60.2 -67.0 -74.3 -81.9 25 -19A -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 43.5 49.6 -56.0 -62.8 ­70.0 --77.6- -86.5 30 -20.2 -22.3 -24.5 ' 26.7 -29A -342 -39.6 45.5 -61.8 -58.4 -65.5 -73.0 -80.9 1 -892 35 -20.8 -23.0 -25.2 -27.6 30.0 35.2 -40:8 46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 28.4 -30.9 -36.3 42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -242 -26.6 -29.1 -37.1 43.1 -49.4 -56.2 -63.5 1 -712 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32A -38.0M63.9. -50.6 -57.6 -65.0 72.9 -812 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -51.5 -58.6 562 -74.2 -823 -91.6 -101.0 60 -23.3 -25. -28.2 -30.8 -33.6 -39.4 - 2.4 -59. -6 .4 -7 . - 3.2 - 2.8 100 -32.6 35.9 39.4 -43.1 -46.9 55.0 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Table 6, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speed Wind Exposure CateuorY D. Wind Speed (3-'•- secondgusl) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) D D D D D D D D D D D D D D 0-15 -21.2 -23.4 -25.7 -28.1 30.6 35.9[48.1 -41.6 47.8 -54.4 - 11.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7-43.7 -50.1 57.0 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 39.0-45.3 52.0 -59.1 -66.8 -74.9 -83A -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 34.5 -40A-46.9 -53.8 -61.3 -69.2 -T7.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 32.5 -35.3 41.5 -55.2 -62.8 -70.9 -79.5 -88.6 -982 -108.3 40 -252 -27.7 -30.5 33.3 -36.2 -42.5 49.3 -56.6 -64A -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 37.0 -03.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 A 13.3 50 -26.2 -28.9 -31.7 34.5 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 52.2 ', -59.9 -68.1 -76.9 -862 -96A -105.4 -117.4 60 -2 . - 99.8 -32. - B.9 - 3.0 , -60.8 - 99.2 - B. -9 .6 -10 . - 9.2 100 -37.0 40.8 -44.7 48.9 -53.2 -62.5 -72.5 , -832 -94.6 -106.8 -119.8 -133A -147.9 -163.0 Tables 4, 5, and 6 are based on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC and the 2017 Florida Building Code. JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jam eshardie_com RONALD I. OGAWA ASSOCIATES, INC. 15835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2683-17 Allowable. Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, V1M4.s V-ds.s (3-second gust mph) (3-second gust mph) Applicable to methods Applicable to methods spedffed in [201518C, 2017 FBC) Section specified in Exceptions 1 M.1.1. as determined by through 3 of 120151BC. of throughS Figures 1609.3(1), 2ug F 16D9.3(2), a 1609.3(3) 16BCJSection . And exposure category Wind eVosure calegci -a '• STATE 0 k to RIO. ,S/ONA'L e I Coefficients used In Table 6 calculations for Sling Product Product Thickness (Inches) Width (inches) Fastener Type i Fastener Spacing Frame Type Stud Spacing (inches) Building HelghP (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Ka I(e GC GCd 0-15 346 314 285 268 243 221 -172.7 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 20 346 305 278 268 236 216 -172.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 HardlePlank _ 5/16 5.25 8d ring shank box nail, 0.113" shank X Dad Di Head Dia. X Long long Face nail 2X4 wood DFL 16 25 346 298 273 268 231 212 -172.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 346 292 269 268 226 208 -17 -7 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 339 288 265 262 223 205 -172.7 0.73 1.01 1.19 1 0.85 -lA 0.1e 40 332 284 262 257 220 203 -172.7 0.76 1.04 122 1 0.85 -1.4 0.10 45 327 280 259 253 217 201 -172.7 0.7115 1.065 1.245 1 0.85 -1.4 0.18 50 321 277 257 249 215 199 -172J 0.81 1.09 1.27 1 0.85 AA 0.18 55 318 275 255 246 213 197 -172.7 0.93 1.11 129 1 1 0.85 OAS -1.4 -IA 0.18 0.18 60 314 272 253 243 211 196 -172-7 0.85 1.13 1.31 100 260 230 216 201 178 167 -172.7 0.99 1.M 1.43 Iv60 1 0.85 -1.8 0.18 0-15 309 281 255 240 217 198' -138.1 0.7 0.95 1.03 tu60 1 QBS -1.4 0.18 20 309 273 249 240 211 193 -138.1 0.7 0.9 1.08 1 0.a5 -1A 0.18 HardlePlank 5/16 625 8d ring shank box nag, k box shank 1 0.260' Head Dia. " Long Long Face nail 2X4 wood DFL 16 25 309 267 245 240 2U7 189 -138.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 309 261 240 240 202 186 -138.1 0.7 0.98 1.16 1 025 AA 0.1B 35 303 257 237 235 199 184 -138.1 0.73 1.01 1.19 1 0.85 -IA 0.18 40 297 254 234 230 197 181 -138.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 292 251 232 226 194 180 -138.1 0.795 1.065 1.245 1 0.85 AA 0.88 50 288 248 230 223 192 178 -138.1 0.81 1.09 1.27 1 0.05 -1.4 0.18 55 294 246 228 220 190 176 -138.1 0.83 1.11 129 1 0.85 AA 0.18 60 281 243 26 217 189 175 -138.1 DA5 1.13 1.31 1 0.85 -1.4 0.18 100 232 206 ^ 180 160 -138.1 0.99 1 126 1.43 hv60 1 10.851 -1.8 10.18 0.15 282 256r2l 219 198 180 -115.1 0.7 0.85 1.03 h�0 1 0.85 -1.4 0.18 HardlePlank 5/16 7.25 8d ring shank box nail, D.113' shank" D26D' Head Dia. X 2.3 g I Long I I Face all 2X4 wood DFL i6 20 282 249219 193 Gi -115.1 0.7 0.9 1.0E 1 0.85 -lA 0.1E 25 282 244 219 189 173 -115.1 0.7 0.94 1.12 1 0.85 -1.4 0.1E 30 282 239 219 185 170 -115.1 0.7 0.98 1.10 1 0.85 -lA 0.18 35 276 235 214 182 168 -115.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 271 232 210 179 166 -115.1 0.76 1.04 1.22 1 0.85 -1A 0.18 45 267 229 207 177 164 -115.1 0.785 1.065 1.245 1 OAS -1.4 0.18 50 262 226 203 175 162 -115.1 0.81 1.09 1.27 1 0.85 -IA 0.18 55 259 224 201 174 161 -115.1 0.83 1.11 1.20 1 0.85 -1.4 0.18 60 256 222 198 172 160 -115.1 0.85 1.13 1.31 1 0.95 A.4 0.18 1D0 212 188 176 164 146. 137 -115.1 0.99 1.26 1.43 Iv60 1 O.a5 -1.8 0.18 277 251 228 214 194 177 -110.5 0.7 0.85 1.03 hsGO 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 8d ring shank box nail, 0.113" hank shank X Head Dia. X 2.375' Long Face nail 2X4 woad DFL 16265 277 244 223 214 189 173 -1145 0.7 0.9 1.08 1 0.85 -lA 0.18 277 239 219 214 185 169 -1ta5 0.7 0.94 1.12 1 0.95 -1.4 0.1e 277 234 215 214 181 166 -110.5 0.7 0.9a 1.16 1 1 0.85 OAS -1.4 -1.4 0.1E 0.18 N40 271 230 212 210 178 164 -110.5 0.73 1.01 1.19 227 210 206 176 162 -110.5 0.76 1.D4 1M 1 0.85 -1.4 0.18 261 224 207 202 174 161 -110.5 0.7B5 1.065 1245 1 0.85 AA 0.18 257 222 2D5 199 172 159 -110.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 254 220 204 197 170 158 -t1oS o.83 1.11 12s 1 D.ES -1.4 0.19 60 251 218 202 194N43 157 -110.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 I 100 208 184 173 161 134 -110.5 126 1.43 hn60 1 0.85 -1.9 0.18 G-15 266 242 219 2D6 170 -102.3 0.85 1.03 hs80 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 266 235 214 2D6 166 -102.3 0.9 1.08 25 266 230 210 206 163 -1023 r0.785 0.94 1.12 1 0.e5 AA 0.18 HardiePlank 5116 8 8dnng shank box 0.113"2X4 0.260' X d Dia. X 2 375" Long Face nail wood DFL 16 30 266 225 207 296 160 -102.3 0.98 1.16 1 0.85 -1.4 0.18nag 35 261 222 204 202 158 -1013 1.01 1.19 1 0.B5 -1.4 0.18 40 255 218 202 198 156 -192.3 1.04 122 1 0.85 -1.4 OAS 45 251 216 200 195 167 155 -1 D2.3 1.065 1.245 1 0.85 -1.4 0.18 50 247 213 198 192 165 153 -102.3 0.81 1.09 127 1 0.85 .1.4 0.19 55 244 211 196 189 164 152 -102.3 0.83 1.11 129 1 0.85 A.4 0.1a 60 242 210 195 187 162 151 -102.3 0.85 1.13 1.31 1 0.95 -1.4 0.18 100 1 200 177 166 155 137 129 -102.3 0.98 1 126 1.43 h-60 I 1 I 0.85 1 -1.6 1 0.18 32 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2683-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardle.com Q FL '.�FSSIO�P f' Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spadng HeighP B C D B C D Logo Qnches) Type Spacing Type Load (inches) (inches) (feet) (PS9 Exp B Exp C Exp D Y. Ka GC. GCd 0.15 141 128 117 110 99 90 -28.9 0.7 0.85 1.03 hsE0 1 0.85 -1.4 0.18 20 141 125 114 110 97 88 -2a.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 No. B X 25 141 122 112 110 94 87 -28.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 1.25` long 30 141 119 - 110 93 - -28.9 0.7 0.98 1.16 1 0.55 -1.4 0.18 X 0.375` 2X4 35 138 118 - 107 91 -28.9 0.73 1 0.85 AA 0.18 head 20ga. 40 136 116 105 90 -28.9 0.78 1 0.85 -1.4 0.18 HardePlank 5/16 12 diameter Blind Nail Metal 24 45 133 115 - 103 89 -28.s o.785 t1.D4 7 0.85 -1.4 0.18 ribbed (33mi1)waferhead 50 131 113 102 88 - -28.9 0.81 V11.31 1 0.85 -1.4 0.18 55 130 112 - 101 87 - -289 0.93 -1 0.85 -1.4 0.18 - Straw 60 128 111 99 66 -28.9 0.85 1.1 1 0.85 -1.4 0.18 100 -28.9 0.99 126 1.43 t»60 1 0,85 -1.8 0.18 ' 1, be news snau penetrate the meter naming et least three tun threacs. 2. Knuded shank pins shall penetrate the metal framing at least 1/4 Inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10` (2-12 roof slope). 4. V„e= ultimate design wind speed 5. V_,= nominal design wind speed ft 67r{earjW olaQon of building height $ 60 fl) and wind speed is permitted. 7. Nh73b speed gn as, mp8a per Malyti_ I.Mf;M94 jn ASCE 7-10 Cho ter 30 C8C Pert 1 and Part 3: 1�,=1, Kd=0.85, GCp 1.4 (hs60), GCe=1.8 (Fu60), GCp,=0.18. 1aned � ` 2 8.Or lumber with taloned sue dfic vi11i�D:42 �`^%.""'._ ....�. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 57 M DEPARTMENT OF REGULA BOARD AND CODE ADMINI NOTICE OF ACCE DAB Door Company, Inc. 12195 NW 98" Avenue Hialeah Gardens, FL 3301 Y AND ECONOMIC RESOURCES (RER) ATION DIVISION ANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-247.4 . T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as Lcribed herein, and has been designed to comply with the Florida Building Code, including the High Velocit�ytii�cane�Zonag,�„ DESCRIPTION Hurricane M Vs Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide with Window Lite pfio n (DP +55.0,-64.0ww r,. n wK. v n .NYMi'tth f ASku f.t++.. R YnI H.': d TY fF a9 p.'PA' F APPROVAL DOCUMENT: Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 09/22/1999, with.evision L dated 08/01/2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATIN arge and Small Missile mpact Resistan LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMATION of INthis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. expiration date.may in its entirety. INSPECTION: A shall be available fo� This NOA renew' well as approval d The submitted doc C: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and inspection at the job site at the request of the Building Official. NOA # 17-0919.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as )cument mentioned above. imentation was reviewed by Carlos M. Utrera, P.E. NOA 18-0 n�o.h301.07 r,20230Expiratio alA12620Y riAPProvDate: 8 04 �� /�/� Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last .revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0324.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2133A and B, dated 06/10/2008, signed and scaled by Candido F. Font, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08- 2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. BETI-08-T139/A, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.11 " 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0324.07" 2. Anchor verification calculations and structural analysis prepared by A]-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. �B Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 E-1 DAB Door Company, Inc. C. CALCULATIONSI(Cont.) "Submitted under NOA # 08-1106.05" 3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of 1 cceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded�Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of ((Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of *ceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate hisulation, approved on 11/10/2011 and expiring on 01/11/20�17. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTMIG155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. IIETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.11" 1. Statement letter of code conformance to the 50' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. Evidence submitted under NOA # 17-0919.10. A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 09/22/1999, with revision L dated 08/01/2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. F. STATE 1. °Statement letter of conformance_ o FBC 2014 (51h Edition) anFBC 2017 611 Edition), prepared by Al Farooq Corporation, dated 08/01/2017, signed and sealed by Javad Ahmad, P.E. 0 7047019 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 E -3 7-1/2" X 3' X .120" GALV. STEEL END ROLLER HINGE AAl1 CoTTI WITHOUT DELRON SLEEVE (STD.) tY ® WITH DELRON SLEEVE (OPTIONAL) 000 GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS Ge p WITHOUT DELRON SLEEVE (STD.) o Ci 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE € p W/ (4) #14 X 5/8" SMS -WTH-DELRON SLEEVE (OPTIONAL) o LOCK /2"-SMS- I,2/ DOOR -__ 4 PER HINGE O � CENTER i ' 1 3/4" W X 3/16" THK. 1 I LATCH HINGE STANDARD LOCK 1 SPRING LOADED SLIDE BOLT (BOTH SIDES) 1�\ FASTENED W/ (4) #14 X 1/2" S.M.S. r 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION tOOB REGARDING B GARAGE DOORS lip 8-1/4" X 4-1/2' X 1-1/2"------------- ` STEEL PLATE 0.115" THK.-------\ WITH (8) #14 X 5/8" SMS 0 .126 Du. GALV. AIRCRAFT TYPE CABLE k NICO-PRESS SLEEVE 0 ° W/ MIN. 5 TO 1 SAFETY FACTOR _ o ° a ❑ , 1 SMCVJLE 'A' ° I ••• DOOR WIOTM / OF cENrrR smis () o D 1�_I . TO IV-10' 4 i n r CONSISTS OF 6ATi5 AT I BOTTOM BRACKET H DOOR FOR 3" TRACK DESIGN PRESSURE RATING = + 55.0 PSF INSIDE ELEVATION MOIDUCFRevllm - 64.0 PSF RAISED PANEL EMBOSSED DOOR mC—Plr's"kh toe riork' h°SdiOg awe #14 X 3/4" SELF DRILUNG SCREWS MAY BE USED AmimmeeNo 17-05*10 DAB DOORS INC. IN LIEU OF 814 X 5/8" SMS E>,plratl.•Dm• IL 0 I Hurricane Moster® Model 824/811 DOOR dCORDANCE"WITH THE REOf11ROAENTS OF FLORNA Max, Size 18'-2" X 16'-0° High ° BUILDING CODE. TA6-202, TAS-2D1 & TAS-203 FOR HVHZ AND h• extAt Wiih Window Lite Option haw Nvli' dacf ASTM E1886-05 ASTM E1996-09. d' 0 "1 4.� �+#7THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT '°"'""""'-•��"'GENERAL NOTES��'' OUTSIDE HANDLE •ifS" PRODUCT RENEWED . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COM 'NRFIit•3LIcomplying with th• Florida CENTER STILE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDTION) FLOR Duild'"' cod• BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE HVH 1'"• Non -No. 78-030'1.07 2. ANCHORS S B ORR SION R SISTAN , PA AS SHOWN ON DETAILS Pxpiratlon D o03Y1012023 BOTTOM BRACKET AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE FOR 2" TRACK LOCK BAR GUIDES MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0Y (2) ON END STILE 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, Nliaml-Da%• Product control INSTALLED WITH11111111111jj (4) g14 X 5/6" SMs 4. MATERIALS INCLUDING BUT NOT UMTED TO STEEL/METAL SCREWS, THAT ��� A f ��i, ,I. J9.... COME INTO CONTACT WITH OTHER DISSIMILAR Fv�TERIALS SHALL MEET THE �� R. 1-1/8' X 1-1/8" X 2-3/8. LONG REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. �•.• P •'•. LOCK BAR GUIDE 5, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION (1) ON CENTER STILE _ 0. 0592 ! FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY .18T X .6W LOCK BAR OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR - {T ENGAGES IN TRACK WATER INFILTRATION RESISTANCE ETC. "O Q ON EACH SIDE OF DOOR CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, EYEAND TO BE REVIEWED BY BUILDING OFFICIAL io ATE OF �/I LOCK BAR LOCKING SHOWN OUTSIDE KD LOCK (OPTIONAL) �� 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ��i1D�'' (ry� s •, V ALTERNATE TO SPRING LOADED SLIDE BOLT L ACCORDANCE WITH SECTION SECTION 17 .9 FLORIDA BUILDING CODE. OVAL LABELING LOCKS SHOWN ABOVE LABELING TO COMPLY WITH SECTION 1709.9.2. /11111111/ PIN TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) f14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A'j\ OPTIONAL VENT (3) 5" WIDE AT 7. O.C. MAX. OPENING AREA NOT TO EXCEED 120 SO. IN. COLONIAL DESIGN OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE 4� U �. N I r— A 0 n W N F Z N J0 a N M 0 W N 0 n VO mo Oao4W5 I m 0°OVTI1iuiet „U7 S V, N a'�7LL. N K o V. M - 00 J U Q- r- B_� _gin N— I , ISH FACE DESIGN 10 0 I2 0 0 0 14 fE TG W. 16 GA X 2-1/4' X 2' X 3/4• GALV. STEEL U. BAR REINFORCING TRUSS O TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE SOLES W/ TWO 1 14 X 5/8' S.M.S. AND TO END STILE W/ SIX #14 X 3/4' S.M.S. O U(2) 16 GA. X 2-1/4' X 2' X 3/4' GALV. STEEL . BAR REINFORCING TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO f 14 X 5/8• S.M.S. AND To END SOLE W/ SIX #14 X 3/4' S.M.S. OUTER FIXTURE 8-1/4'X4-1/2-X1-1/2'X.115 THK. INNER FIXTURE 2-1/2- X 5-3/4- X 12 GA 3M SEAL OPTIONS SHEET 4 ' 1ST SECTION (BOTTOM) REINFORCING FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 STEEL TRACK 14 GA X 2-1/8' X 1' (STANDARD) 12 GA. X 3-5/16' X 1-1/2' (OPTIONAL) FASTENED TO TRACK PLATES W/ 1 /4- 00 X 5/8' TRUSS HO. ,,.,,. $LOTTED M.S. !c LOCK NUT O 16 GAX 2-1/3/ 4' X 2' X 4' GALV. STEEL U. BAR REINFFORCING TRUS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W1 TWO 8 14 X 5/8- S.M.S. AND TO END STILE W/ SIX I. X 3/4' S.M.S. O O INTERMEDIATE SECTIONS REINFORCING 2-3/4' X 5-1/2' X .10 THK. TOP ROLLER FIXTURE W/ 5/16'-18 NUT & BOLT 2-1�FI X 2' X 3/4' GALV. STEEL TRUSS LjU AR U. BAR REINFORCING SOULES FA ENEDTWO �TO VER14 X 5/BL INTERMEDIATE AND TO END STILE W/ SIX p 14 X 3/4- S.M.S. 24 l3A. •'TEFL PANEL FLAPS BENT OVER PANEL I 1 � 1/2- PUNCHED HOLES O 4' D.C. kl 3/16- POP RIVETS AT 4' O.C. (6) FOR 21 STILES 5) FOR 18' SOLES PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0301.07 ® Expiratlo te0311012023 By MI 1 D Product Control END STILE am - �t1e ro .024' STL PANEL OUTSIDE OF DOD - - raonDeyyrR>Evir;� - tl o u0yk'x wHb the FbekA 4wN1nH Oodn - -� TOP SECTION Acccpf-ccNe. -oil fa REINFORCING @do REINFORCING a �4c� I�F doct ZONAL STOP MOULDING - 7/8' X 1-7/8- X 2-5/8- DOOR INSTALLER- GA. STEEL CENTER SOLE RIVETED TO PANEL SKIN PER HNGES' SMS 8 14 X IW/ (4) ALUM RNETS 1/2' X 1-3/4' X .058• FORMED STEEL. GLUED TO PANEL AND SECURED TO END STILE WITH 3/16' POP RVETS AT 10-11/16' O.C. FOR 21' SECTIONS1 TAT 7-11 I6- O.C. FOR 18' SECTIONS, lSt g 14 X 5/8' S.M.S. e. r 4/ HINGE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' 3/4- X 2-1/2' % 18 GA. INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE STEEL END STILE POSITIONED AT EYE LEVEL RIVETED TO PANEL SKIN W/ 3/16• ALUM RIVETS_ _EDGE DIST. SEE SHEET 4 FOR 1-7 STILE G0. STEEL n' • TRACK ANCHORS C STILE . POP (_ L14 GA. GALV. STEEL ROLLER HINGE- Gj CENTER HINGE PINS (E 1.82' DIA X .50' STEEL ROLLERS (STD.) INSTALLED ON ROLLER SHAFT SECTION B-B 2.75 DIA X ..50 NriON ROLLERS (OPTIONAL) z.7s• DIA. x .sD• srm. ROLLERS (OPTIONAL) 2.75' DIA. X .50• NYLON ROLLERS (OPTIONAL) WITH 9' STEM /\ /\�; •'� CENS , / F•. 0592 L' •. / c•r� nr : • X Z n� 0 Q(L ig 00°ry` fi 0 Nti. o uT m O ppiao C4H M N1t Z ° N Q uj) :N o �SHa iy Q $ I g drawing no. 99-24 POP RIVETS F SErTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 1/4" X 5-1/2" X 2-71W X .10- V. STEEL TOP ROLLER BRACKET UBLE) ON EACH SIDE TENED W/ (6) #14 X 5/8' S.M.S. T THK. GALV. STEEL ADJUSTABLE )E FASTENED TO BRACKET S/16-18 X 3/4" HEX HEAD SCREWS & NUTS. TOP BRACKET LOW HEADROOM DOOR 'ORIZONTAL REINFORCEMENT /2' X 1-3/4• X .058' FORMED STEEL 2• X S-1/2' X .104' LUm TO PANEL AND FASTENED TO GALV. STEEL TOP ROLLER BRACKET 2) 3/1L STILES WITH POP RIVETS ( DOUBLE) ON EACH SIDE 2) /1FASTENED W/(4) 014 X 5/8• S.M.S. iORIZONTAL REINFORCEMENT FOR LOW HEADROOM DOOR OPTION 1/2" X 1-3/4• X .058" FORMED STEEL ;CUED TO PANEL AND FASTENED TO JERTICAL STILES WITH ,2) 3/16' POP RIVETS 5/16' MEETING RIB 1-13/16' DIA. ROLLER W/ TEN 5 1/4' HARDENED STEEL BALL BEARINGS C IN CASE HARDENED INNER & OUTER BRACES 7/16' DIA X 9-1/4' LONG HARDENED SHAFT t OPTIONAL INSULATIONS: ISO-25 POLY-ISOCYANURATE DENSITY s 2.0 PCF N.OA #16-1108.04 OR DENSITY a 1.03 PCF N.O.A.$15-1203.04 OR BY'INSLILFOAM LLQ' DENSITY - 0.92 PCF N.O.A. #17-0221.06 11 GA. DALY. STEEL ROOLL(ER) HINGES FASTENED 8- sms MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 11 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8- SMS OM SEAL OPTIONS SHEET 4 1 HORIZ. TRACK SUPPORT. CENTER SUPPORT REOD. ON DOORS II EXCEEDING B FT. IN HEIGHT II A A—J TIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" 4 GA. GALV. STEEL TRACK 2' X 3-1/2• X 12 CA TRACK CONNECTED TO TRACK I WITH TWO 1/4' BOLTS & NUTS. 2 x 2 X VT NORM. ANGLE SPOT N'ETAm TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3. O.C. REST AT 9' O.C. HORIZ. ANGLE FASTENED TO CONT. ANGLE W/ 3/B-16 X 3/4• BOLT & NLT AN TO FLAG BRACKET ANGLE WffH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK SECTION A -A NOA-No. 18-0301.07 Expiration DaIP0311012023 By MIamI-D d/e Product Control ►RODUGFR£Vmmia, n . ' at with the 14orbd4 r�Tietet aer. Arceplaere Nd )7.�i(J ef*sYow Dale 2. 1 n 1 I a mow VERTICAL LIFT HIGH LIFE STANDARD LIFT LOW HEADROOM AVAILABLE TRACK OPTIONS Z y I07 C ^N z �a K� pry` CL O�NI" CYO Tn O0 8 U.zU) 0 Q ADO u�mf af n O y O w c o ii T � 0 0¢4 ar m E�co V U 03C7 Z m� U, y Q N ti shet i �ml 3 4° REINKORCEMENi IN. i/z' z i-a • z .ose•t.i ,` FORMED STEEL GE 18 X 1• DIST• SELF DRILLING SCREWS �B X 1' �Y Z m 1-1/2" MIN. _ OR m 3/16' 'RNEX' STEEL RIVETS SELF DRILLINGSCREWS m E DIST. I o MULTIGRIP W/ DOME HEAD 3/16° 'RNEX' STEEL RIVETS o • m N 0 AT 48' O.C. O sO N3 MULTIGRIP W/ DOME HEAD 7 48• O.C. REINFORCEMENT AT 4 a S, 1/2' X 1 FORMED STEEL O,N 1/4° CIA. LAG SCREWS 1/4' DIA. LAG SCREWS LL 2BY I 2BY AT 6' FROM ENDS AT 6" FROM ENDS WOOD Bu woo0 Bu AND 9' O.C. MAX. I I AND 9" O.C. MAX, N h O ro W'5TRIPALUMINUM 'SE IP ADAPTER Cf LL CSTE Q RUBBER W'SfRIPPING RUBBER W'STRIPPING S�h \\ .534 .700 .040 U. QIy�;��{ ���J 348 Q W 01 a: F I O 1.790—+1T N n N BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' � N° n O n WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Ui U toTO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ti M WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE ANCHOR SPACING C > FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS LSTRUCTURE EMBED SPACING EDGE_AISL _ ---- VERIFIED AND APPROVED BY THE BUILDING OFFlCW. UPON INSPECTION. 3 B HLC SLEEVE BY_ HILTI-4 6' 2-1 2 � i E vi m E _ 37 CON. BY f1C0 LLED BLOCK 3-3 4 'DW' Z V b l - - - - STEEL STRUCTURE BY OTHERS 3 8" DYNABOLT BY CONC. 1-1 2 6' 3-3 4 3 B POWER -BOLT BY POWER GONG. 2' 6• 2-1 2 O H - _ 5/16• X 1-5/8" MUST SUPPORT THE LOADS IMPOSED — LAG SCREWS BY DOOR SYSTEM 3 e SLEEVE -ALL BY SIMPSONS CONC. .I-1 2 6' 3' U O C.O N 0 Z _ in AT 6" D.C. CONCRETE Vc = 3000 PSI MIN, In p C-90 GROUT FILLED BLOCK f'm = 2110PS PSI MIN. m rn °� ASHIA. BOLTS g - WITH WTfN WASHER &NUT "':•nefr•-o::n•.alwce�, 0 _ yf/l•' .'p• • AT 12' O.C. MAX. EDGE DIST, r WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO ;;• 3 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC, COLUMN WITH 1-1/4' X 2-1 2" X 14 GA 1/4" ULTRACON BY 'ELCO' WITH SPACING OF / 1-1/2- CONY. STEEL ANGLE o 1-1/2' 6' O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED o 71'C�y>INTO 3000,.R6d•CBNGRO.Sr,WFTf„,kN,3(.9�MI,1J.s.f:A(R,E0,-,,u4 _;e+r»+r•E� 12 G0. GAILY. STEEL 2-1 2 MIN. EDGE DISTANCE LONG ur i F FIAT BRACKETS 33' 1/16" X 2-1/2 AT 6' O.C, IN DOOR OPNG. 2-1/8" X 1' X 14 GA, 'POWERS' c y >> a k, o 1 /4' TAPPER By WITH SPACING OF FILLET WEIRS CAL .STEEL TRACK 4' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1 2' MIN. EMBED O.C. ABOVE DOOR OPNC. FASTENED TO. TRACK PLATES I AT 12" O.C. MAX. m TK E m a m a CONNECTED TO CONT. ANGLE CO NE 5' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED W/ (3) SPOT WELDS AT EACH SIDE W/ W 1/4-20X51 TRUSS HD, 3° MIN. EDGE DISTANCE S O M.S. & LOCK NUT 3/8" CONFLEX BY 'ELOO' OR. r=ONTINUOUS ANGLE TRACK REVERSE TRACK ONRN In Ic AN. TRA -K c r ` '-^ C: 3/8' LDT BY •DW' WITH SPACING OF TO WOOD BUCK TO STEEL TO .ONRETF AND Fl I En B K 11' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 0 o o L 0 o o _ Y J 3" MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF ALTERNATE TRACK INSTALLATION /•ENw/jai 2-1/2- MMIN. EDGE DISTANCE O 3000 PS BETE, WITH 1-1/4' MIN. EMBED AND (; I: ; [ 1� �`\`vW 1 H m PRODUCT RENEWED rRODUCIr pyy� �)� CENSF •, �: PREPARATION OF JAMBS BY OTHERS eom Iyying with the Florida I o $ as Buiidin _de eO°1°�' wkh �F a S 1 r FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY g fs w.gC-U •7 92 NOA-No. 18-0301.07 p; ee N# 17-0 715.1 d ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Atee - a BY DOOR SYSTEM. Expiration 0 03/10/2023 Eallir.eh� Dore REPLACEMENT RETROFIT BUILDINGS WITH NO ENGINEER OF FOR DOOR IN RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY �{/� BUILDING OFFICIAL UPON INSPECTION. BY -• ATE OF 6FfLJo+' Rrc3F Miami-D dA Product Control 'P i drowing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (1B.iW X 55 PSF)) 2 = 499.4 Lb. Ft. sheet 4 of S MAXIMUM INTERIOR(-) LOAD PER JAMB 18.16' X64 PSF 2 581.1 L6s per ( //IIIIIIIILL in N * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC DOOR PANEL 24 GA (.024) STEEL MIN. SEE EVIDENCE PAGE Z m 0 m qn n 4 N 1.765 1.725 H N 0 7 16' DI& WASHER � PRODUCT RENEWED as complying with the Florida 1.1a4 0 c yy 4 i I Building Code NOA�Jo. 18-0301.07 0 y t: V Cad 1 1 1 ye x 3/4" SMS 0 3/8' FROM ENDS 21 3/4' �, WOW. WIDTH Euplration m e03/1012 " '17s II t—.BDD C ¢ ¢ pq 0 a CI Q^ ° — 1 I • j 1 I AND 7' O.C. MAX. 18. BY M12ml-oado Product Control * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION dJ a Q _ --(4)-#8-X-3/a' SMS 0 1-3/8" FROM ENDS _ Q—N. 0 c— ul G Ill I AND 6-1/2" O.C. MAX. < ; Quin iiii A B GAllj L/J --- — N III! �I jl ,175 % .062 DEEPL GROOVE j� N m I!I! I:I O 0 N !!I! ! ! 1/4' POLYCARBONATE LE.XAN BY'SABIC INNOVATIVE PLASTICS' A. in o o I I!I! NOA # 15-0915.05 Z 00 Q o CO a 0 w O V -0 I `0 3 in !I �I N p0 r o a lIl�liil O i`pi GROOVE 177 x .062 DEEP 11 (4) g8 X 3/4' SMS 0 1-3/8' FROM ENDS / AND 6-1/2' O.C. MAX. �f8 X 3/4- SMS 3/8' FROM ENDS AND 7" D.C. MAX. \-7/16" DW WASHER DOOR PANEL 24 CA. (.024) STEEL MIN. LLU j1. o' O 2 H O _ NW INSIDE ELEVATION mo°ucrREns� s RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS um *kg%i16t6e FW,1 WINDOW L(TES CAN BE IN ANY LOCATION IN DOOR SECTION invidingOad, F g g L"PL- ft No 17 D919./0 #8 X 3/4" SMS O �� 6 3/8" FROM ENDS .117 X .062 DEEP l��^ f �_ + C AND 4-1/2" O.C. W.X. t7�eMi y c^ e d J d ri 11cs.� aw' s - a i _ � :_, 1 .%jIf ``11111111111/Irr'' ._.—.—.—._._.—. ._.—.—._.—.—._.—.—.—._. \ .�' EM.e..•�.•6 N O ` — — — — — — — — — — — — — — — — — — — — —C -------- - - - - - - - - - - = 705 *S g JI DOOR PANEL EXTERIOR - 24 GA (.024) STEEL MIN. 15/16" MIN. D.L OPG. O ATE OF •, drawing no. GLAZING BRE % S'• , ORID�;. Gx 99-24 WINDOW WIDTH i��rr' ONAL rG 1�`\ �11111111111W sheet 5 of 5 .r