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HomeMy WebLinkAboutProduct Approval MMiAAFDAD ARAM DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street;Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMiNISTRAT ION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.eovleconomv SIW Impact Windows,LLC 975 S.Congress Ave.#102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building.Code,. including the High Velocity Hurricane Zone. DESCRIPTION:"Series_``600_ Aluminum=Sliding'Glass Doors=(Dry-glazed)w/wo_Reinforcements APPROVAL DOCUMENT:Drawing No.W12-24 Rev C,titled"Series 600KM Alum Sliding Glass Door(I.,MI}'; sheets 1 through 12 of 12,dated 05-25-12 and last revised on MAR 23,2016,prepared by Al Farooq Corp.,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. )MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: I. See Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement,shims&Sill adapter options 2. Min Three(3)tracks are required for all configurations.Optional 4-tracks&5-tracks may be used.Min four(4) pairs of cluster anchors(total=8)are required at each Head interlock/astragal ends and three(3)pair anchors (total=6)at Sill interlock/astragal into Conc. Ix or 2x buck to be properly secured and to be reviewed by AHJ. 3. Glass Rtes wider than 36"shall have two setting blocks per FBC requirements. 4. Max.Panel width not to exceed 48"wide&98-1/8"high For series"Hi-Rise"any numbers of panels are allowed which can be fit into overall continuous max door frame height-- 100-1/4?'&frame width=423"and not to exceed max allowable frame area of 294 ft . y LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and s following statement: 'Miami-Dade County Product Control Approved",noted herein. 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. TERNMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. 1 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#1500528.16 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MMMHMDE courmr NOA No 17-0717.06 Expiration Date: August 31,2022 Approval Date: Angust 31,2017 Page 1 i - i S1W Impact Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBNHTTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted file referenced below) 2 Drawing No.W12-24 Rev C,titled"Series 60OKM Alum SIiding Glass Door(LW,sheets I through 12 of 12,dated 05-25-12 and last revised on MAR 23,2016,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under files#15-052$.16/13-1212.10/#12-0611.03) I Test reports on 1 Air Infiltration Te per FBC TAS 202-94 � ) � 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 Along with installation diagram of 0700=and OXXX aluminum reinforced/non-reinforced Sliding.Glass Door,prepared_by American Testing Lab of South Florida,ATLSF#1222.01-11 dated 04/27/12,signed and sealed by Henry Hatem,P.E. Note: This file has an addendum letter#2,dated 08-30-12 issued by ATLSF, signed and sealed by Henry Hatem,P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014(5t`Edition),prepared by Al Farooq Corporation,dated May 19,2015 and last revised on 02/25/16,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATI+;RTAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their "DuPont Sentry Glass®interlayer",expiring on 01/14/17. 2. Material properties data sheet of Santoprenel2l-67W 175 glazing.gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest,prepared by Al Farooq Corporation,dated 05/08/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated May 30,2012,issued by American Testing Lab of South Florida, signed and sealed by Henry Hatem,P.E. G. OTHER 1. This NOA revises NOA#12-0611.03,expiring 08/31/17. l ' trsl�Wg �• C.._�-ta Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-0717.06 Expiration Date_ August 31,2022 Approval Date: -August 31,2017 E-1 SIW Impact windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 2. New Evidence submitted A. DRAWINGS 1. Drawing No.W12-24 Rev D,titled"Series 60OKM Alum Sliding Glass Door(Lml)",sheets 1 through 12 of 12,dated 05-25-12 and last revised on JUL 06,2017,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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. 14-0916.11 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for the"Sentry Glass®InterIayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t11 Edition)&FBC 2017(6 1h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 08/24/17,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises&renews NOA#15-0528.16,expiring 08/31/22. i 1 E e haq L Chanda,P.E. Product Control Examiner NOA No.17-0717.06 Expiration Date: August 31,2022 Approval Date: August 31,2017 s E-2 189 3/4' DOOR WIDTH q� I qN ANCHORS IN PAIRS .1 FRAME HEAD Z AT HEAD/SILL/JAMBS18°MAX. 8' 8' 0 q J 5 3/8'MAX. EACH LOCATION SHOWN HEAD/SILL 3° P HEAD SILL CORNERS Q; I I 0 ====yt==== 00 gg m aQ lid 1 II O II m ({/Q M �W� N I ♦ Q °� ii B Q0coa. ��`• THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. FALSE MUNI 41 3/8' 47 3/e° e" rn o SHUTTERS ARE NOT REQUIRED. OPTIONAL D.L OPO. D.L. OPG. PAIRS TIP. /�I:EPS m O AT FRAM(3)E SILL EACH PANEL OF 48'MAX. PANEL WIDTH 48" (MAX.) SERIES `800 ' ALUMINUM SLIDING GLASS DOOR PANEL WIDTH 11 DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART f RBIIS9D c 13 13 SHOWN ON SHEET 3, l 'w11S lea FloHdl ° R R TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE NON—REINF RESIDENTIAL SERIES (MAX. 4 PANELS) o_I�V�17•,a(, REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE 1e` H�ZZ INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). C .. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS c m^ ^ TO THE BUILDING STRUCTURE. DAYLf E OPENINGS: 1 N ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS D.L.O. HEIGHT PANEL HEIGHT — 7.375" o S AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE D.L.O. WIDTH = PANEL'WIDTH — 5,525' �7 c c m u o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR HEIGHT - PANEL HEIGHT + 1.875" JUL G � c0i7``11tI11111 1" A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ���v AN,{f iii, IN_ q ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0'70SB2 1 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE&ADOPTED STANDARDS. — ¢T THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION $ FOR A SITE SPECIFIC PROJECT, he. LIFE SAFETY OF THIS PRODUCT,ADEQUACY % ATE OP r�� Browing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �� 224 WATER INFILTRATION RESISTANCE ETC. i,� `� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, / ���° AND TO BE REVIEWED BY BUILDING OFFICIAL 1j1111 11111�� sheet 1 af12 282'TESTED DOOR WIDTH V ADDL PAIR READ. ro� N AT HI-RISE SERIES ONLY (4) PAIRS N FOR PANEL WIDTHS ABOVE 40' A77 FRAME HEAD ANCHORS IN PAIRS Z � 3 AT HEAD/SILL/JAMBS 18'MAX. 5 3/8' MAX. EACH LOCATION SHOWN HEAD/SILL 3' F' zd HEAD/SILL CORNERS 1 1111m z I� B�Ca C li D1 D D E1 D1 C c C , i z j j !I 6z U " aimCL FALSEOPTIO IL 41 3/8° 41 3/8' f3 1� fDK! fq rn o ' D.L OPG. 0.L OPG. (3) PAIRS r TYP. WEEPS 0 AT FRAME SILL AT CENTER OF 48"MAX. TYPICAL ELEVATION EACH PANEL ; PANEL WIDTH 48' REINF. HI—RISE SERIES PANEL WIDTH o��� Aooy#uKeNo 17-0717.04 R 61r4dpDate,$� NOTE: �^ $ THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK e ro nct FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT & �, MAX. NOMINAL PANEL WIDTH - 48' MAX. DOOR HEIGHT - 100-1/4" A MAX. OVERALL DOOR FRAME AREA - 294 SO. Fr. <m MAX. OVERALL FRAME WIDTH = 423" '1U AT60F �•�� drawing no. �'r�®�I ALL DESIGN LOAD CAPACITY - PSF ITEM PART/ QUANTITY DESCRIPTION MATERIAL HANF./SUPPLIER/REMAR10 �t y 1/2' SRIM SPACE 3/8' SHIM SPACE to 702 1 3 TRACK FRAME HEAD 8063-T8 - N NON-REINF. RIm. , REINF. 1B SW-004 1 4 TRACK FRAME HEAD 8063-T6 - �v RESIDENTIAL SERIES HI-RISE SERIES M-RISE SERIES 1C SIW-001 1 5 TRACK FRAME HEAD 8083-78 - Z 3 SID.INTERLOCK H.D.INTERLOCK MTO.STILE H.D.INTERLOCK/MTG.SOUL PANEL DOOR HEIGHT2A 701 1 3 TRACK FRAME SILL 6083-T6 - Q INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) j ; 47-7/16 50.0 60.0 90.0 98.D 90.0 110.028 SIW-005 1 4 TRACK FRAME SILL 6063-TB 48 50.0 6000 90.0 98.0 9000 110.0 - F 82 2C STW-002 f 5 TRACK FRAME SILL 6063-T6 47-7/18 50.0 60.0 90.0 98.0 90.0 110.0 SA 703 2 S TRACK FRAME JAMB 6083-76 - CY 84 38 SIW-008 2 4 TRACK FRAME JAMB 6083-TB 48 50.0 80.0 90.0 98.0 90.0 110.0 _ fr. 3C SAY-003 2 8 TRACK FRAME JAMB 0085-T8 47-7/18go 50.0 80.0 90.0 98.090.0 110.0 4 709 1/PANEL PANEL TOP RAIL 6083-T8 - I` 48 50.0 60.0 90.0 98.0 90.0 110.0 5 710 1/PANEL PANEL BOTTOM RAIL 8063-T6 - QI 47-7/16 50.0 60.0 90.0 98.0 90.0 110.0 9B 6 708 1/PANEL JAMB/LOCK STILE 6083-Te - Q 4B 50.0 60.0 90.0 98.0 90.0 110.0 Q fy 47-7/18 50.0 60.0 90.0 98.0 90.0 110.0 7 707 1/PANEL SID.INTERLOCK STILE 8083-T6 - 88 B 708 ,1/PANEL H.D.INTERLOCK STILE 6063-T6 - 48 50.0 60.0 90.0 98.0 90.0 110.0 9 706 AS REOD. ASTRAGAL STILE 6063-T8 47-7/18 100-1/4 50.0 60.0 90.0 88.0 90.0 110.0 IDA 7048 AS REOD. 2-1/4"SILL ADAPTER 6063-T5 - �{ 108 - AS READ. 2-3/4'SILL ADAPTER 6083-T5 100 704A AS READ. 4'SILL ADAPTER 6063-T5 DO OE D1 E1 - 11 800 AS READ. REINFORCEMENT' 6083-T8 - 12 703A AS READ. JAMB ANCHOR COVER 8081-TB - 13 - AS READ. GLAZING GASKET SANTOPRENE CENTRAL PLASTICS y JL7 N 14 W22285NK AS READ. FIN SEAL PILE W'STRIPPING POLYPROPYLENE ULTRAFAB 15 9270 AS REOD. BULB W'STRIPPING VINYL INTERLOCK 16 07505AMW AS REOD. PILE PADS - ULTRAFA13 p 18 - - LOCKS - AMESBURY HARDWARE C M MTG.STILE/LOCK STILE INTERLOCK MTG.STILE/LOCK STILE 19 - 2/PANEL ROLLER ASSEMBLY - - Z N NON-REINF. RESIDENTIAL SERIES REINF. HI-RISE SERIES 21 #14 X 1-1/2' 2/CORNER PANEL ASSEMBLY SCREWS - PH SMS K_ STD. INTERLOCKS H.D. INTERLOCK LD v a0m A AVERAGE PANEL WIDTH DOOR WIDTH vi gr e NUMBER OF PANELS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE w Ori FOR DOORS WITH 4' SILL HEIGHTS. FOR 2-3/4' SILL HEIGHT LIMIT EXT,(+) LOADS TO 50.0 PSF PRODUCYpEy1Rlb 1/4'HEAT STREN'D GLASS FOR 2-1/4" SILL HEIGHT LIMB EXT.(+) LOADS TO 45.0 PSF �e�Rt11+EM1�NoFAxid�, SEE SHEET 7 FOR DETAILSYQed� 100'Interloyer OeN� -oil •0L r as DOOR HEIGHT AND WIDTH SIZE MUST COMPLY Bywo n'Ku Iaray America, Inc.' EGRESS REQUIREMENTS PER FEC AS NEEDED. qqq RR 1/4'HEAT STREN'D GLASS ¢ s m� �g � IS CcN W q O8 g 6 13 li IIJi -P\ttlnl I1TT// NOTE: _ 5 GLASS CAPACITIES ON THIS SHEET ARE s BASED ON ASTM E1300-09 (3 SEC. GUSTS) TATE OF drawing no. AND FLORIDA BUILDING COMMISSION GLAZING DETAIL '',/ ,oRioi•��d;�\� W12-24 DECLARATORY STATEMENT OCA05-DEC-219 9/16" OVERALL LAMINATED GLASS �1111 1 11 sheet 3 of 12 XO (SHOWN) EXTERIOR EXTERIOR �[, OX XX (SHOWN) C C O £ H 44 EXTERIOR � OX—O(SHOWN) NOTE; =I O-XO 1-1J2-X'-'/2 X 1J8' CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY A' ALUM ANGLE AT 70P & BOTTOM SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 w SE0URE0 TO FRAME&STILE S " WITH#10 SMS,(1)PER LEC 0 0 D a O CD �CD m z a XOX (SHOWN) 1EXTERtOR O.U r, FRonucr n w pa ark tTa" F D -.0a� o�@ EXTERIOR r g 4umig Emil XXX (SHOWN) RESIDENTIAL SERIES -- I WITHOUT REINF. g<m�a C D E t ��yy qq ju S 111 oil,tf c- ro ,����J���$�g 70592 OX—XO jSHOWN) EXTERIOR NON—REINF. R - IDFNTTA ¢ RI c TATBOF drawing no. APPROVED Q9NFIGI) A,TIO S �i� Oi.{OF,.�'�\i�°,� Wl2-24 � UPTO MAX.4 PANES i I i N N 0 D q` U EXTERIOR NOTE: G XO (SHOWN) CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY(SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) OX N THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK a FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT o FMAX C S MAX. NOMINAL PANEL WIDTH = 48" MAX. DOOR HEIGHT < 100-1/4" e y a MAX. OVERALL DOOR FRAME AREA a 294 SQ. FT. a a g G MAX. OVERALL FRAME WIDTH - 423" b�fiC1 O tEXrE®R N XX (SHOWN) g �O y� ❑!a �H Q -`dL Zt�! EXTERIOR z U OX-O(SHOWN) O-XO +-+/2"X 1-1/2°X +/B" a V m N ALUM ANGLE AT TOP&BOTTOM ^ SECURED TO FRAME&STILE WRH#f0 SMS, (11 PER LEG PRODUCPREVFM 3�0 SMI►Ae i1s�1� N rn p Aca06we EXTERIOR �@� XCIX (SHOWN) RS$'z4 REINF. HI—RISE SERIES m=Y- F � Cm WITH REINF. c s 0 ^try `PNnnl /b EXTERIOR `��� 'P•'vCBN '� ��i� �j iv . -XXX (SHOWN) \ ,70592 REINF. HI-RISF SERIES APPROVED CONFIGURATIONS dlnwtng no. UNUMITED PANELS MAX. PANEL WIDTH 48° i� RORID�, �\`��� W12-24 ° I flit (sheet+� 5 of 12 j j �4.0 N ��n J o- 19 EXTERIOR ox—xo(sHaWN) H gA E D FWF d EXTERIOR p N OX—XXX(SHOWN) }, v �Z L W t Et C Dac0 1 � 6. o- .d .0 — lcmo EXTERIOR � OXX—XXO(SHOWN) 5iL+ R INF_ HI—RIG C RI S 1'NUDUCt RBK C q vrNi t1e Fio� APPROVED GONFIGURATIONC_ NOTE: A °te lYo UNLIMITED PANELS MAX, PANEL WIDTH 48' CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLYe"tO (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) L THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK $ FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 48" U m MAX. DOOR HEIGHT - I00-1/4° REINF. HI—RISE SERIES a s ri MAX. OVERALL DOOR FRAME AREA = 294 S0. FT. WITH REINF. H MAX. OVERALL FRAME WIDTH - 423" pp Ism m u m ATE OF drawing no, W12-24 IC.�h.-t612 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE EN"SEEIMllaAIRS AT STILE ENDS EE ELEV.FOR SPACING 2� SEE ELEV, FOR SPACINGPACING a 1BY OR 2BY WOOD BUCK oE+ S METAL z �+ (SEE NOTE BELOW) -' EDGE'D •' '3'1/4P EE SPEC BELOW)', EDCE•'DIST: :...3..1/4,, •ryDCE D � � o 1 MIN.' a' 3 °,t;.CONCRETE•• d•° MIN. I% O 74 0 4 MICAL ANCHORS: SEE ELEV, FOR SPACING MIAMI-DADE COUNTY 5 $ TTTT L, 1/4" DLA. LILTRAGON BY 'ELCO' (Fu-177 KSI,FyAPPR'D MULUON155 KSI) SEE SEPARATE NOA J g Q61E � INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) g V n c.4 DIRECTLY INTO CONC, OR MASONRY TYPrANCHOFPAIRSCLU AT STILE ENDS 2" MIN. EMBED INTO CONCRETE (HEAD) SEE ELEV. FOR SPACING i 1-3/4" MIN. EMBED INTO CONCRETE (SILL) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) 00Q " Z 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) O i i INTO METAL STRUCTURES �j z l STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) Q O m N ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) a� -. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) OWCfpgy ii N o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Acfte 1 1 V o (NO SHIM SPACE) a4- 1L i i li TYPICAL EDGE DISTANCE L I? �� •�,�..a.. INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. _ RISER SECURED TO EACH JAMB i i wrrH(2) ys x 1/2°FH sMS i WOOD AT HEAD OR JAMBS SG . 0.55 MIN. hCONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. , g C-90 HOLLOW/FILLED BLOCK AT JAMBS Am o 2000 PSI MIN. 5 !E� PROPERLY SECURED 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW m = 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' $ E AND TRANSFER THEM TO THE BUILDING STRUCTURE. o m o us M \pp `111111 v Aar N •:::: 11.��. J ;til•!1``� �•,.1'��•GEN6(r '�i� .LL a 'CQNORt+E'', :.'.• '•' POURED k HARDENED UMR MAX. UMIT MAX, UMtT MAx. �^ X81 t .EDGE DIST. +• r;/B" c "�•�.. . HIGH STRENGTH GROUT EXT.(+) LOADS EXT.0+)LOADS ExT.(+) LOADS N.70592 1= .MIN•.; '14 NOT 9Y SIW PSI MIN. TO 90.0 PSF TO 50.0 PSF TO 5.0 PSF "u 1• ,yr ;�T_ $ MUST TRANSFER SHEAR LOADS TO STRUCTURE SHIMSJ OF �, � drawing no• OPTIONAL TYPICAL ANCHORS IN PAIRS RESIDENTIAL SERIES '% oR!fl!• �`.`� W12-24 CLUSTER OF 3 SPACING STILE ENDS HI-RISE SERIES ''���1 1jIVA11� \`` eheel af12 TYPICAL ANCHORS IN 4 ROWS TYPICAL ANCHORS IN 4 ROWS CLUSTER OF 9 AT STILE ENDS "', l STER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING ELEV. FOR SPACING 1 N ,BY OR 2BY WOOD BUCK 1BY OR 2BY WOOD BUCK Z ^ 3 (SEE NOTE ON SHEET 7) (SEE NOTE ON SHEET 7) y Zi EDGE DIST. d'',d'1/4•' .. •1•�n•"' 1 .4 .1 ',. EDGE DIST. .'.+ a �+ �1/, CONCRrJe• CO �"g IC O \ O S. Q Q gOle TYPICAL ANCHORS IN 3 ROWS SEE ELEV.FOR SPAGNG O 1/2'MAX TYPICAL ANCHORS SHIMS IN 3 ROWS SEE Dp IN SEE ELEV. FOR SPACING © SHEET 3 1/2'MAX, cc�� SHIMS pS yz SSHEET IN 2255 N _ � M �0 a rq 4 TRACK FRAMES 5 TRACK FRAMES ANCHOR LOCATIONS ANCHOR LOCATIONS �'hODUCfYEVIBaIb 0 •°1 _ �Mo�dxrYwhYfiefiaih _ AeaeplwQpaeQaddNeeo17 6717,66 Fip4lMlu D�fD Z a , EXT. C r •� EXT. `•�-1F R O9 S g BO •��<m�o 2B c ,.., to GJ� ... . CONCRETE. ' lltF ' ' CONCRETE 1 J�.II '• "/ ~ EDGE Dlsr. . t ' \I$ MIN ' •MIN.J SHIMS SHIMS ATB OPOPTIONAL ORS IN 3 ROWS OPTIONALCAL ANCHORS IN 3 ROWSU9 AT STILE ENDS CLUSTER OF 9 AT STILE ENDS • "• W12-24 SEE ELEV. FOR SPACING SEE ELF/. FOR SPACING III �L ` sheet 8 of Q TYPICAL ANCHORS IN PAIRS 08 K 3/4' FH TEKS r SEE ELEV• FOR SPACING AT 4'FROM ENDS TYPICAL ANCHORS IO N 1/2" MAX. AND 12"O.C. IN PAIRS SEE ELEV. FOR SPACING ^� SHIMS MAX. PANEL WIDTH �48' a SEE DP IN 1/2"MAX o� z1 SHEET 3 SHIMS T •, © D.L.O. O O O IL SHEET IN 3 o 9 7G a cc O 2 LL 6 .MIN. •,a 9 EXT. 5tl2 EXTERIOR 1BY OR 2BY � WOOD BUCKS PANEL WIDTH S, SEE NOTE SHEET 1 Q MAX. OVERALL DOOR WIDTH - 189 3/4"(4 PANELS) z fn TYPICIN AL ANCHORS 1/2"MAX. W U SEE ELEV. FOR SPACING SEEHDpSIN s 0 V m N 3/8"MAX. SHEET 3 , $ Y SHIMVi SEES TYPICAL ANCHORS SHIMS SEED N O SHEEP 3N O gB X 3/4"FH TEKS O c SEE ELEV. FOR SPACING y r SHEET 3 METAL AT 4" FROM ENDS STRUCTURE t 1/4"• (SEE SPEC AND 12' O.C. •� ',, O n SHEET 7) ooucrca�b Mir 4e FbtCa ( o u (,(}id\\ wl pie // N_ _YYYYYYpp ff��.•YY..............I9a1` / 1 WOOD BUCKS � 'e•'••• SEE NOTE SHEET 1 n r _ N0.70592 BASE OF � � dmwingo no. NON—REINF. RESIDENTIAL SERIES • ///�OA4A %\\` sheet 9 of 12 l N_ h • � Cq x TYPICAL ANCHORSIN PAIRS IS N U TEKS EE ELEV. FOR SPACING AT X 3/4'FH DS AT 4"FROM ENDS 1/2"MAX. AND 12'D.C. t SHIMS PANEL WIDTH SEED IN a SHER 3 © D.L.O. D� D2 D2 E1 4 � a . Via, B 7 77 9 41 $ oNi ro ,5 J WW= Z B � B 3 Uo� PANEL WIDTH EXTERIOR D.L.O. CL 8} IBY OR G WOOD BUCKS PANEL WIDTH — SEE NOTE SHEET 1 N o OVERALL DOOR WIDTH (MULTI PANELS 24'-5"MAX.) O . ►�conucr>aryrs� ��� AftvplIaM DI 5� 11 0 •S��9d6 �<muo nMny ' \\ ............... i•vrlF.Ns� ,.V''�� yi � ,`�SI• \ �: 70684 OF drawing no. REINF. HI—RISE SERIES 'sir�AL11 sheet 10 of 12 4.775 -8,400 8.028 .953 V .125 .126 ,125 N N 1.875 1,577 1.878 7 1.878 1.577 ,068 F Q a LF .250 ,075 ,250 .075 .250 .075 1.71 ,050 •124 1A 3 TRACK FRAME HEAD 1B 4 TRACK FRAME HEAD tG 5 TRACK FRAME HEAD 075 p a 125 4.937 729 6,563 8.180 HARDNESS-73 SNORE A ,125 ,670 TENSILE STRENGTH (100R STRAIN) 406 PSI a$4 TENSILE STRENGTH(BRFAK)- 1058 PSI p r 500 1.000 ,500 1'000 ,500 1'000 ELONGATION AT BREAK- 460R aM uY� -8• -�. SPECIFIC GRAVITY m 0.98 N� 5.4.391- �h- 7.064---�I � 8.6e9 GLAZING CASKET SANTGPRENE EXTRUDED BY'CENTRAL PLASTICS' 3 TRACK FRAME SILL 29 4 TRACK FRAME SILL 2C 5 TRACK FRAME SILL 13 SCALE I;1. 1.250 3.187 a 1.250 t1.872 a 1.230 .125 ,Vj cV �v 7.280 � .082 J 1.2507 .125 .1125- IF 725 I i- ,949 3.820 ' 1.851 1.375 '� 1.375 1,880 2.375 M 1.375 1.141 Y n fe 5.000 .250 6.825 8.250 ,250 .312 .312 .312 Q O u 0 STD. INTERLOCK STILE T'- 12I E so 2-1/4" SILL ADAPTER 2-3/4" SILL ADAPTER 1� 4" SILL ADAPTER - ,OBO to rn❑ .949 0 080 -0- 3.128 ,348 •�2 PR(IA'UG f Q$YIHEp c 1 (� 3B 3C7.455 ba�.& mma 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB ,7P8 045 _� AnsWe�eef4a O` o B 1.812 �S/4Wr11� Z �I,949 Q H.D. INTERLOCK STILE 12 JAMB ANCHOR COVER $P` 1.230 I 1.375 .21 3,812 it 1.885 _ m 'A&6 .100 � -� 3.185 '1� 4.222 1.765 849 3,187 .�{3�. lj r4';<1/ \\\111111111/// 3,070 �. .082 ``����® /�A„/ij� '�r11 1.375 .082 2.528 .250 �. �� 'P•'VOi'148F L .082 L220 949 j f i yan r= .948 7,230 .123 1,812 1,038 1.812 - ATE IOP ••�� dfOwing no. 4 8 B 11 6 / AL PANEL TOP RAIL Q PANEL BOTTOM RAIL Q ASTRAGAL STILE Q REINFORCEMENT JAMB/LOCK STILE /I 11111 \\ sheet of 72 SEALANT: �V u N 2t ALL JOINTS AND FRAME CONNECTIONS SEALED WITH � I CRL SMALL JOINT SEALER. a LOCKING HARDWARE SEALED WITH CLEAR SILICONE. Z q M J NOTCHES FOR O 4ab 8 HEADER LEGS S� N 0 FRAME TOP CORNER TOP FRAME SILL BOTTOM LEGS N �\ TRIMMED TO RECIEVE TROUGH 5-1/4'X 2-1/2'X 3/E' 1/4'DIA.WEEPHOLES ALUM BRAEK METAL TROUGH yg� PANEL TOP CORNER SIKKAAFIFX TO SEAFRAME SILL LANT L5 ENTIRE PERIMETER ca M 1/4'X 2-1/2' TO PREVENT WATER LEAKAGE p¢ LC WEEP SLOTZ IN FRONT LEO �v \ �l �Nr b 0 l A6 X 1/2` 2-1/2" N rn FH SMS I 0 21 � /1 n NOTCHES FOR 01 SILL LEGS gg 0 .045 R SILL CORNER CLOSURE ALUM BRAEK METAL TROUGH FRRMALM'EACH PANEL ori B B SILL ROTATED SO'TO SHOW WEEP DETAILS 111111111111 F O VM b013i roddhL 70694 PANEL BOTTOM CORNER2�-Z2 FRAME BOTTOM CORNER A C `�''a" ��/.• �RIC�. \�4/:� drawing no, If W12-24 � �1 11�Ai`tl 11 sheat�Q of 12 J , , r. AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61620-3-METHOD 1 OPTION D FL 18321 Date: 11/08/2017 Detailed Product Description: Manufacturer:SIW IMPACT WINDOWS, LLC Manufacturer Address:975 S.CONGRESS AVE.#102 DELRAY BEACH, FL.33445 Model Name:SERIES1"600-KM"ALUM_INUM SLIDING"GLASS"DOORS"(DRY GLAZED}WIWO REINFORCEMENTS_,_ R� Maximum Panel Width:48" Maximum Door Height:100-1/4" Maximum Load:+90.0 PSF,-110.0 PSF(Large Missile Impact) Installation Drawings#W15-43 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads and reinforcement type. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) 1> r. a Mgr E t 'P9ii tc34;s- v � r TIb � W05111- t4 MY � ,t £ �.'¢ R4� �R As ., a,. ASTM E283 Air Infiltration American Testing Lab 04/27/2012 ATLSF#1222.01-11 Henry Hattem,P.E. Leakage of South Florida. ASTM E331 Water American Testing Lab 04/27/2012 ATLSF#1222.01-11 Henry Hattem,P.E. OR ASTM 547 Penetration of South Florida. &TAS 202 ASTM E330 Uniform Static American Testing Lab 04/27/2012 ATLSF#1222.01-11 Henry Hattem,P.E. &TAS 202 Air Press. of South Florida. ASTM F842 Forced Entry American Testing Lab 04/27/2012 ATLSF#1222.01-11 Henry Hattem,P.E. of South Florida. 9360 Sunset Drive,Suite 220 1 Miami,FL 331733 1 T:305.264.8100 F:305.262.6978 1 www.afceng.com J alfarooq@afcene.com L Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) T 4S? N'qj Y T 'IM10#00. 'T WN W 'DATE FBC 1626.2 Large Missile American Testing Lab 04/27/2012 ATLSIF#1222.01-11 Henry Hattem,P.E. (TAS 201&203) Impact& of South Florida, Cyclic L Under the limitations of the attached installation drawings,to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: pS) A .......... OEN� No 7055`99 = ST OF "tUZ- -1 V ........... Javad Ahmad PE#70592 ealed:1214/2017 Al-Farooq Corporation EB#3538 9360 Sunset Drive,Suite 220 Miami,FL 331733 T.305.264.8100 F:305.262.6978 www.afceng.com alfar000Pakeng.com MIAMFDADE MIAMI-DADS COUNTY * PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADM NISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) v"m miamidade.eov/economy SIW Impact Windows,LLC 975 S.Congress Ave.#102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Cool Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"500-9"Ainminum Ontswing Doors w/wo Sidelite-or"Transom APPROVAL DOCUMENT:Drawing No.W13-68 Rev E,titled"Series 500-9 Alum Outswing Entrance Door (L.M.I.)"'sheets 1,2,3,4,4.1 through 16 of 16,dated 12/30/13 and last revised on 11/07/17,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See DP tables for X or XX in sheets 2&3 O/X or O/XX in sheet 4 for O in sheet 4_1 and door w/sidelites(Narrow stiles w/wo Reinforcements and/or Wide stiles)in sheet 5.Lower DP from door w/transom or sidelite may control. 2. Mak single door leaf width mulled with sidelites in sheet 5,shall not exceed=36-91/6". 3. ADA threshold options#1 and#2 are not rated for water Resistance and limited to DP Wl-62 PSF. 4. Glass A is limited to DP--+/-70 PSF.Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: 'Miami-Dade County Product Control Approved",noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECMON:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#15-0406.13 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMF�ADE COUNTY NOA No.17-1115:01 .lrnvj Expiration Date: May 22,2023 ► Z� 2�/Y Approval Date: February 01,2018 Page 1 SIW Impart Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files#see below) 2. Drawing No.W13-68 Rev C,titled"Series 500-9 Alum Outswing Entrance Door 'sheets 1,2,3,4,4.1 through 16 of 16,dated 12-30-13 and last revised on Oct 06, 2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#14-0305.06) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom,prepared by Black Water Testing Inc.,Test reports#BT-SIW 13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11,2013,both signed and sealed by Yamil Kuri,P.E. Note:The above test reports have been revised by an addendum letter dated 05/09/14,issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with installation diagram of aluminum Inswing/Outswing doors w/wo sidelite and transom,prepared by Hurricane Engineering and Testing,Test Report No.HETI 07-4339,HETI 07-4371,HETI 07-4371,HETI 074372,HETI 07-4373and HETI 074374 dated 01/03/08, HETI-08-2184A&B dated 10/01/08,HETI 09-2572A,HETI 09-2573 dated June 30,2009,all { signed and sealed by Candido Font,P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014(51h Edition),prepared by Al Farooq Corporation,dated MAR 27,2015 and last revised on Jul 30,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-04&-09 be M.Plasencia,P.E. Prod t Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22,2023 Approval Date: February 01,2018 E-I SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.for the"Sentry Glass®(Clear and White)Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours&Co., Inc.)for the"Butacite®PVB interlayer",expiring on 12/11/16. F. STATEMENTS(Except item#1,all other submitted under file#14-0305.06) 1. Statement letter of conformance to FBC 2014(51b Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/25115,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 05/09/14 ref#BT-SIW 13-001 and BT-SIW-13-006,issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. 4. Addendum letter ref HETI-07-4374 dated May 06,2008,issued by HETI,signed and sealed by Candido Font,P.E. G. OTHER 1. This NOA revises NOA#14-0305.06,expiring 05/22/18. 2. Test proposal dated 05/23/1,approved by RER. 2. NEW EVIDENCE SUBNIITTED A. DRAWINGS 1. Drawing No.W13-68 Rev E,titled"Series 500-9 Alum Outswing Entrance Door (L.M.I.)",sheets 1,2,3,4,4.1 through 16 of 16,dated 12/30/13 and last revised on 11/07/17,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC 5rb Edition(2014)and FSC 611 Edition(2017), prepared by Al Farooq Corporation,dated 11/03/2017,signed and sealed by Javad Ahmad, P.E. i rge 1VL Plasencia,P.E. Frodud Control Unit Supervisor NOA No.17-1115.01 Expiration Date: May 22,2023 Approval Date: February 01,2018 E-2 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their"Sentry Glas®(Clear and White)Glass Interlayers",expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,,Clear and Color PVB Glass Interlayers , expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition(2014)and FBC 6th Edition(2017) and letter of no financial interest,prepared by Al Farooq Corporation,dated 11/03/17, signed and sealed by Javad Ahmad,P.E. G. OTHER I. This NOA revises and renews NOA# 15-0406.13,expiring 05/22/18. ge 1VL Plasencia,P.E. Prod Control Unit Supervisor NOA No.17-1115-01 Expiration Date: May 22,2023 Approval Date: February 01,2018 E-3 a GRILLE O 9 �- NON STRUCTURAL ?SMS RY filar DECORATIVE GRILL SOLID ALUM BAR u' 3/16"HEAT STREWD GLASS 3/10'HEAT STREN'D GLASS OPTIONAL 1 �t 090"Interlayer 090"Interlayer Trorlfal FNB Senb7fty Q By'Kuraray America, Inc.' By'Kuraray America, Inc.' Q C7 r$¢} 3/16"HEAT SITtEN'D GLASS 3/18"HEAT SfREN'D GLASS G ?HESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. I I X10 4/GRILLE MIN. SER S 500-9 1 2 $ a I I ALOGNUM OUTST9ING ENTRANCE DOOR 10 17 17\ a 7 i 17\ Ta / I I ! \ SINGLE (X)AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEETS 2 &3, r� C !i ! C / I II a 12ro SINGLE(DIX)AND DOUBLE 0 LEAF DOORS WITH TRANSOMS SEE SHEET 4. I . SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET S. SEE SHEET 2 FOR CLASS TYPES AND-LACKING OPTIONS. U a A SEE SHEET 3 FOR GLASS TYPE AND ADA SILL o \ SEE SHEET 4.1 FOR SINGLE SIDEL.RE AND GLASS TYPES. , /SILICONE /SIUCONE / LOWER VALUES FROM TRANSOM/SIDl7JTE CAPACITY CHART OR DOOR CAPACITY �y ON 985 \\ / DOW 885 \ / WILL APPLY TO ENTIRE SYSTEM. 3 Q DOORS WITH STD, SILL APPROVED FOR INSTALLATIONS WHERE WATER z W GLega TYPR 'A' GLASS TYPE 'B' A37, RNATR OL•d2INC Dri•ETAINFILTRATION RESISTANCE IS REQUIRED. DOORS WfTH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE r�ts5 7/18"OVERALL LAM.GLASS 7/16^OVERALL LAM.GLASS OL/SS 7YPLS'A'&'B' d U WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a .} 5/32'TEMP.CLASS N REQUIREMENTS Of THE 2014(5TH EDTOON)/2017 (8TH EDITION) FLORIDA AIR SPACE 3/16'TEMP.GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ), a DECORATIVE PANEL 1SY OR 2BY WOOD BUCKS & DUCK FASTENERS BY OTHERS, MUST BE NR SPACE AIR SPACE DESIIGNEDUINNDT INSTALLED ADEqUATELY TO TRANSFER APPLIED PRODUCT LOADS O 3/16'HEAT STREN'D CLASS 5/32°HEAT STRFN'0 GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 090"Interlayer 090'Interlayer AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE �I Traeifal NVB Trotifol PVB MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO., $I By'Kurcray America, Inc.! SY'Kumroy Amar ca,Inc: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � R 5/32"HEAT STREWD GLASS 3/16"HEAT STREN'D GLASS ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. R MATERIALS INCLUDING BUT NOT LIMITED TO STEEVmETAL SCREWS,THAT SOW 969 DOW 8N COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE g Q REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION m s FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY o S i OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ^ 10 7 \ 7 i•i WATER INFILTRATION RESISTANCE ETC, n i CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, t3 S^= 13 13 i i AND TO BE RENEWED BY BUILDING OFFICIAL a c m o v W / \ / PRODUCT REVISED CARDINAL XL as com 1yIng with the Florida — \ MOE SPACER Eullding ada NO 7!7682 ST.STEEL N0A-No. 17.1118.01 _ 1$@EgS TYPR 'D' Expiration Dat 512212023 $ b ..eaa TYP. 1'OVERALL LAM.INSUL GLASS 1"OVERALL IAM INSUL CLASS B TB OF drowirtg no. EAlam■ roduct Con ro '�� RIOR•''� C-LAZING OPTIONS S/ � e r 1rilii�ttl sheet of 6 MOORS MTH STD, 3 POIN L.00SMIG 11ARD, WAR ' 39 3/6"MAX._ 78"MAX, FRAME WIDTH FRAME WIDTH 13 3/4' 1 MAX 4' a 1 6 1/2"MAX, HEAD S 112"MAX, HFAD/SILL _- A ELL HE44/SILL A Hsew R d CORNERS CORNERS '- "�� . 1 HEAD ANCHORS AT STILE ENDS p' (7)AT 3"O.C. pggp� le r I1 i } ` g g — '1� ; LOOKING � SEE SHEET 14 FOR LOCKING OPTIONS rrnoNs SEE SHEET 1✓ AT ACTIVE & INACTIVE LEAFS. 1 r OF 1A i Il1l,, �j1�� Q KOPnONS LOOKING SEE SHEET 14 AC1NE Af INACTIVE ACNE 05 Vl uei hu) SURFACE APPLIED �S SURFACE APPLIED �� 3' N o FALSE MUNTINS OR B tS FALSE MUNTINS OR B - 6 1/2' MORAINE GRILL DECORATIVE GRILL MAY 6E USED 29 9/16"MAX. in MAY BE USED 26 9118"MAX. in S' MAX. PRODUCT REVISED SILL CORNER ANCHORS D.�OPO. D./OPG. AT ADA THRESHOLD ONLY a;do�m�i"JUawith tho Florida n J6 B 18"MAX, 38 9 16'MAX. NOMNe.CCoodd 7.1115.01 DOOR LEAF WIDTH DOOR LEAF WIOTFf SILL ANCHORS AT STILE ENDS t.xpirallon Date oSt2212023 a g (7)AT 3'O.C. o p PjY.ICAEV_l ADON TyPIrAL EL_VAT10N BY ( X ) ( XX ) Nlla ro ue Can ro DOORS LOAD CAPACITY-PSF NOTE SINGLE(x}aR n4u8Ls xs}DDOES TYITSOCT TRANSOM GLASS CAPACITIES ON THIS SHEET ARE SINGLE (X) DOUBLE DOME 00 GLASS LOCit9 HOMES BASED ON ASTM E1300-09 (3 SEC. GUSTS) %`o o.. R 'A' 'D'TYPE TYPES'0'&'D' TYPES L, 3 TYPE a TYPE 6 QUANTITY AND FLORIDA BUILDING COMMISSION 2 FRAME FRAME FRAME FFALiE p DECLARATORY STATEMENT DCA05—DEC-219 +o<m u o w LEAF WIDTH HEIGHT r6oTH HEIGHT ExT.(+) INT.(-) >xr.(+) INT.{—} Exrtt} �IT,t_} Exr.(+) LNi,(—) EXT,(+) INT.(—) ExT.(+) Irr,(—) . 39-3/9" 64' 76' 80' 70.0 7a.4 eD.o baa so.0 eD.o eoo eo.0 60.0 60.0 82.0 62.0 3 111 11 39-3/e" 97-3/4' 76' 97-We 70,0 Tao eo,o 80.0' 60A e0.o eo.o eo.o 60.0 60.0 62.4 e2.0 39218' 108" 1 76" IOV 74.0 70.0 80.0 80.0 60.4 84.4 •- - - { �,, EXT.(+)DESIGN LOAD IS 0 SED ON STD.SILL N 70692 •" )F GLASS D.L.O. FORMULAE' SEE SHEET 1 FOR GLASS TYPES HINGES DESS D,LO, WIDTH FRAME WIDTH -9.613' (X DOORS) SEE SHEET 14 FOR LOCKS AND HINGES DESCRIP110N. _ (FRAME WIDTH -22,875")/2(XX DOORS) * D.L.O. HEIGHT FRAME HEIGHT- 11.8' (4' BOTTOMRAME RAI Te OF drawing no. FRAME HEIGHT- 13.5" (6" BOTTOM RAIL rrj OR1Dk.'a\ W13-68 FHEIGHT- 16,6" (8" BOTTOM RAIL j USING#20305 (1f2"H7,) THRESHOLD r I A1.11 sheet of 18 DOORS WITZ BURFACE A EL= PANIC RARDWARp 39 Ile 76 I/tIP FRAME WIDTH FRAME WIDTH 5 1/2"MAIL 5 1/2°MAX. HEAD SILL Ai HEAD SUi Ai CORNERS CORNERS iI -`it H / / \ (7 AT ANCHORS AT STILE ENDS d a fl if \l<Z, 0 . Il p = � h SVR w e SEE SHEET 74 jy n w n o SEE SHEET 14 SEE SHEET 14 FOR LOCK DESCRIPTION Ci = AND SHEET 9 FOR DETAIL o \\\ \ 3� 29 9/10°MAX. 29 9/19"MAX, s g D,1»OPO. Q.L.OPO, 39 9/te°MAX. 30 9/10°MAX SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH DOOR t.EAF WIDTH (7)AT 3'D.G. o XEICAL ELEYASTION TYPICAL ELEVATION PRODUCT REVISED as compt In with the Ftodda ( X } DP ]DOOR OTIONS XX ) NuIIG�d-IN G�oi 17-1116d01 DOORS LOAD CAPACITY-PSF DOORS WAD CAPACITY-PSF L'upinUon Vat*05/22/2023 SINGLE DOORS(X) DOUDLE DOORS(VO By GLASS TYPE'H' GLASS TYPE IS, tAlam- a ro uTTtrantm- DOOR DIMS. ADA THRESHOLD DOOR DIMS. ADA THRESHOLD $"- C<10 V O W WIDT1iE H"EICNT �•(+) Imo•(-) FRAME FRAME pR(+) INT.(-) 1 It fit WIDTH HEICHT I \ I t 39-1/4'1 97-3/19- 920 02.0 79-1/S 6-1 97-3/19'1 92.0 1 92.4 AH, NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REgUIRED. 0692 $ DODn.I.O. OIMs. D.L.O. HEIGHT = FRAME HEIGHT - 13.313" (8° BOTTOM RAIL) % `` drawing no. D.L.O. WIDTH (X DOORS)= FRAME WIDTH - 12.825" �� )� ` w� —FSS D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.875)/2 A�)"PPlIll t sheat 3 of B _1 38 3/8"MAX, 7676"MAX. SINGLE OR DODEILR DOORS HITS TRANSOM CAPACITY-P58 B.. V DOOR SOM FRAME WD. ODOR TRANSOM FRAME WIDTH FRAW GLASlk S TON OLASI TYPE WAVIV V T� TRANSOM DOOR TRANSOM 37 1/8' 73 3/8'MAX. WIDTH HEIOW HOOKY fOIT.(+ IRI'.- EXT.+ @R.- FXT.(+ iNT,(- Z 3 TRANSOM LEAF W. TRANSOM LEAF WIDTH 24" 68.4 86.4 68.4 J 65.4 60.0 60.0 13 3/4 13 314` 2' 30' 86,1 65.1 65.1 1 66.1 60.0 60.0 r. 6 1 2"Max. MAX, (2 ANCHORS 8 1/2"MAX, 10" MAX. 8B, 38' 62.2 61.2 622 82.2 60.0 80.0 / j A TRANSOM ENDS HTJIO 24' 81,0 8110 8110 61.0 60.0 60.0 HEAD/SILL F SILL ALL LOADS HEAOISILL F 4" �} RN SILL 76' „+p• 681 68.1 68.1 68.1 68.1 58.1 CORNERS DD ERS (1qQ 38' 66.4 85.4 5104 66.4 85.4 68.4 24' 62.2 62.2 82.2 022 - i� 71' 30" 59.5 08.6 60.6 68.5 i77 30" 8710 07.0 5710 67.0 a _,-...�L_____11 II.____ 106" 24" 56.4 00.4 50.4 55.4 ^ C ----zr---7 ====�r ___ 70` 30• 53.0 03.0 5310 53.0 _ = c H/ N ro 60 !y SO 3f8' 36' 50.8 50,0 A 60.8 - T 88' 30' 70.0 ?O.Q SOA 80.4 60.0 60,0 �z 1 ro I'' 110 39,V3/9' 146' 36' 70.0 70.0 80.6 80.0 EXT.(+)DESIGN LOAD 15 BASED ON STD.SILL FOR LOCKS AND HINGES LIMITATIONS SEE SHEETS 2&14. U (5)ANCHORS ENDS 4.M -?--I�^--- 1 a u D.L.O. HEIGHT(TRANSOM) TRANSOM LEAF HEIGHT - 10° z t� ¢u <u r { y� / 11 M \ D.L.O. WIDTH (TRANSOM) - TRANSOM LEAF WIDTH - 1 D" "+ gn So J y m 91 So LOCKING SWN5 jj t/l0nin wo w`� _.� Sig rna \ �� SHEET 14/ m I i1 .. PRODUCT REVISED LOCKING I - ao comPlyRng with the Plorlds j I OPVORS �i\ j Baildlne a Ii \ I SHEET 14 i I j Nott-t4a t7.114i5.01 ttr I' s ! \ 6garatlon Date !i 2,2!2023 jal 0 R I I By A0 INACTNE �� O� ACTIVE MIN a+ ro ac ont $$ SURFACE APP4E0 $ f6 SURFACE APPLIED "` {� 3° FALSE MUNflNS OR till FALSE MUNTNS OR g Gy 6 1/2" DECORATIVE GRILL DECORATIVE GRILL MAX. o r MAY BE USED 28 S/16"MAX. "N MAY BE USED 26 8/18'MAX. - n SILL CORNER ANCHORS ^ !! 6 D.L.OPG. D.L.OPG. AT ADA THRESHOLD ONLY + o<m o o w 36 S/i6"W, 38 9/18"MNL SILL ANCHORS AT STYLE ENDS 11111 i r DOOR LEAF WIDTH WOR LEAF WIDTH (7)AT 3"O.C. (O/X) (O/XX) T'EOF ,����- drOwing no. �R ��1 sheet 4 of 6 i i ,yiNC=i ( T?>TIQNARY) SIDgLiT7s' UN ITQ (SEE DETAIL IN SHEEP 11) 39 3J8'MAX. FRAME WIO'iH IL a 1/2'MAX. CO JSEMAX RS I SILL IX 4 yQ g� z c SMEUTTS - t Q.y m a sys alp Qq 641 man ft Ks Ii azo� SURFACE A¢PM ��pp FALSE MURRNS OR o�Gl DECO 6E uslm 29 9Jis'MAX. y, PRODUCT REVISED c4i ee�amplvin wHh the Florida R rc R D.L OPO. Bullding Code 8 ie12 3e s/ts'MAX. Moa-»o. 4T•1118.41 �� � in SIDEt1TE LEdF WIDTH OxAlrAtlon date 0 2120 8 $ IYP'.AL�L AnoN By_ a 10ouct control 0 � c o^ SWBUTE LOAD CAPACITY- PSV w G § STAND ALONE STATfOROY PANEL GLASS TYPE GLASS TYPE GLASS TYPES 'A' SIDaM DIMS. 'D• WlOT1Et H84OHTE txT.(+) IlR.(-) Fxt:(+) INr.(-) FM.(+) INT.(-) ,�� �,•'\, BNs�n .,_ 3"/6-197-3/4-1 70.0 1 70A 1 80.0 1 Boa 1 60.0 1 60.0 706 39-3f8" 108' 70.0 1 70.0 1 80.0 80.4 — '' i til y tf . OF drawing no. )till, shoat 4 109 @ DSBIGN MAD CAPACITY-PSP 169 3/4' r, • SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS 13 3/4' TESTED FRAME WIDTH 6" ANCHORS GLASS TYPD'A'(936 NOTE HSLOTf) OTA99 TYPES SH1F. b:.-�._ D/S A __ TYp,lAT)HEAD/SILL (� Sims TYPE'H' 'C' & 'D' I I HEAD/SU f/ .� CORNERS �'� '\ �'- NARROW 9[7I.E zi DOOR NARROW STI E NARROW STILE WIDE STILE WIDE BTI.E SIDELIE FRAME 81DRITE SIDELITE BMW= SMELITE wim HEIGHT W/O REINF. WITE REM. W/0 REM. W/O RE[NF, INCHES INCHES EXT.(+) IM.(-) W4+) IM.(-) EXT(+) IM,(-) EXT,(+) IM.(-) 30 60.0 80.0 80,0 80.0 80.0 80.0 60,0 60.0 NARROW 36 80,0 80.0 80.0 80.0 80.0 80.0 80,0 60.0 42 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 � + L �/ I \\ %; 4648 80 KO 80.0 80.0 0.0 NARROW 80.0 a00 ao,o - - d^c mo WIPE MDDELLRm _ /�i 1 \ /� VO 62 73.8 73.8 73.8 739 73.8 73.8 - - ,y ,y ai 81DEUtE t - 71.1 71.1 71.1 71.1 71.1 71.1 - - a <o . Q- 6+ 58 68.6 68.6 88.0 68.6 68.9 B8.8 - - y Iu�O / WIDE 60 64.0 aco 64.0 84.0 BCD 84.0 - - vv V o --- Y SIDEUTE 30 80.0 80.0 50.0 00.0 80.0 60.0 B0,0 eD.D 36 80.0 80.0 BOA 80.0 e0.0 B0,0 80.0 60.0 y �i j tlyJ 42 80,0 Sao 80.0 80.0 80,0 60.0 80.0 80,0 46-7/8 80,0 80.0 80.0 80.0 90,0 Bo.l - - 46 e4 80.0 80.0 ao.o Bl.l 80.0 eo.o - - o N 0 m - 52 73.8 73.8 73,9 73.6 739 73.B - - O1 84 71.1 71.1 71.1 71.1 71.1 71.1 - - 06 68.8 88A 68.5 86.6 6&6 88.6• - - 60 64.0 64.0 114.0 64.0 64.0 64.0 - 30 80.0 80,0 80.0 80.0 80.0 BOA 60.0 8010 Ii B li \ 3a 80.0 80,0 BOLD 80.0 8010 Bo.O SILO 80.0 \ j // Z y j 42 80.0 80.0 Bo.O 80.0 80.0 80,0 - 46-7/8 80,0 80.0 60.0 50.0 80.0 80,0 - - INACTIVE , ACTIVE 46 00 81.0 6010 90.0 80.0 90.0 BOA - - pp lil 62 739 73.8 73.8 73,8 73,8 73,8 - - f\, , `i ��, fl U O0 SURFACE APPLIED D.L OPG. - 28 8/10'MAX.` - --� - - ,gt � 54 71.1 71.1 71.1 71.1 71.1 7L1 - - FMAY EU USED DLL OPO. - (OXXO) i 56 68,8 68.8 88.8 86.6 ee.e as - - 30 50.0 80.0 80.0 80.0 80.0 80,0 60.0 60.0 NARROW/WIDE Je 8/18'MAX. d SILL ANCHORS AT STILE ENDS m F 38 8010 80.0 80.0 80.0 80.0 80,0 80.0 60.0 NOTE: SIDEUTE WIDTHI 1/4' DOOR LEAF WIDTH (7)AT 3'O.C. 42 80.0 80.0 80,0 80.0 60.0 80.0 THE FRAME AREA OF ALTERNATE SIZE MUST NOT 76'MAX. DOOR WIDTH(XX) ' 46-7/8 96 76.0 78.0 1 76.0 76.0 75,0 76,0 - _ EXCEED TESTED FRAME AREA- 127.31 SO. FT. 39 3/8'MAX. DOOR WIDTH 48 76,1 76,1 75.1 78.1 75.1 75.1 - - REINF. CREfEDD L L 62 719 71.8 71.8 71.8 71.8 71.8 - - O SIDEIIE LEAF WIDTH m SIDELITE WIDTH- 1 3/8' O n$ 84 70.2 70.2 70.2 7112 70.2 70.2 30 e0.0 SILO 60.0 Bal 80.0 80.0 amo 60.0 36 SOO 80.0 80.0 80.0 80.0 a0.0 a0.0 no 42 97-3/4 79.1 70.1 70.1 79.1 79.1 79,1 - - j 46-7/8 74.7 74.7 74.7 74.7 74.7 74.7 - - 48 73.7 73.7 73.7 73.7 73.7 73,7 AE:R- 52 70.8 70.5 70.5 70.8 70,6 70.6 c y „ 30 60.0 50.0 60.0' 80.0 BO.o 80.0 - - E1LT. EXT. - LEAF WIDTH 8 g Q 38 80.0 80.0 60.0 80.0 80.0 80.0 - - LEAF WIDTH <m v o W 42 102' 7a.5 70.8 76.8 75.8 75.8 75.6 - - DOOR FRAM , NARROW SIDELITE WIDTH DOOR FRAME WIDTH WIDE SID 0TH YL 1 46-7/6 1.8 71.6 71.5 71.8 71.8 716 - - AJ.ft• AiA n 48 �,7 0.9 70.8 70,6 70.8 70.8 70.6 - - NARROW ST1I.E TYIDE WITH SIDELITE WITH DOOR SIDELITE WTTH DOOR`�� y,."uCEN3Ei''•, ' 3{ 'u 30 1 79.7 79.7 80.0 1 80.0 60.0 80,0 1 - - (W/WO REINFORCEMEL41M 35 73.2 73.2 77.3 77.3 77,3 77.3 - - INSTRUOTIONS: USE CHARTS As FOLLOWS. PRODUCT REVISED •7 % p 42 108" 67.7 67.7 71.5 71.0 71.8 71.6 - - r9 complyCGooddlnp with the Florida �' *j •;{T` !1 ,�L SELECT SINGLE OR DOUBLE DOORSRY,CAPACGLASS TYPES Building a 5 $ 73 46-7/8 63.7 63.7 87.6 67.0 67.0 67.6 - - AND L000NO OPTIONS FROM TABLES ON SHEETS 2&3, NIDA-Mo. 17.1115.01 48 82.9 62.9 69.7 68.7 88.7 88,7 - - 2. SELECT LOWER OF SIDELITE TD DOOR MULLION CAPACITY Expintlon bete 03/2212023 �i .•tiOF drawing no. FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO *70.0 PSF FROM TABLE ABOVE ro-IS •� W1 3-65 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY by A1.�L TO ENTIRE SYSTEM, MIS I-Da Pro uet on III 1 t I Sheet 5 of 18 30 3/8'MAX. MAX.FRAME WIDTH MAX.FRAME WIDTH MAX. FRAME WIDTH -FRAME WIDTH / --(bb A 1/ I 1 A / I A / 1 \A Q J SINGLE LEAF DOORS WITHOUT SIDELITES, ESINGLE LEAF ITHER SDE ODOORS DOOR WITH SINGLE SIDELITE AT \ 0i1 p B J J J 0 1 J ■ aooR�' 7e'MAx MO.FRAME WIDTH 189-3/4'MAX. _ FRAME WDTH F•TWAE WIDTH mg A , \ A o / \ L / \ / e \ r / e \ DOUBLE LEAF DOORS WITHOUT SIDELITES, z ° DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT g a"J EITHER SIDE OF DOOR. zn� `1 9 E14 PRODUCT REVISL°D $as compI�In(�with the Florida \ / euna111A God. tfj NA 1�1111 _ NOA-No. 17.1116.01 ° -- J e J n J ° Expiration Data 05/22/2023 N rn o • 78°MAX. 78'MAX. � r v DOOR FRAME FOR FRAME Ey OPTIONAL Nlla ro ue on m �{y�r NDE: to � THE FRAME AREA OF ALTERNATE S2E MUST NOT r EXCEED TESTED FRAME AREA - 127.31 S0,FT. `o KI R IN / / \ OPTIONAL �` Q // o /. \j, SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS g n / SEE SHEET 5 FOR SIDEUTE WIDTHS SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIDEUTE) - LEAF HEIGHT - 12"(4"TOP (LUL, 8" BOT. RAIL) M m Q AND WITHOUT SIDELRES IS D.L.O.WIDTH (SIDE UTE) = LEAF WIDTH — to• (WIDE snLEs) s \ % / D.L.O. WIDTH (SIDE LITE) ® LEAF WIDTH - 8' (NARROW STILES)bD <m u o r \ \ / APPROVED CONFIGURATIONS 1 N I ° ■ DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS �Yf'' {� •jd7_ 39 3/8" INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS � L 78'MAX. USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. OF :(}jam drawing no. E WID FRAME WIDTH LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. W13-68 TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). ��q N �'�� sheat a of 76 TYPICAL ANCHORS SEE ELEVATIONS n 10Y WOOD BUCK METAL STRUCTURE ��� FOR SPACING I •FASTENERS BY OTHERS 28Y WO UCK OR SEE CHART 6d �;. ', I I•t OR D STRUCTURE APPROVED MULLION FOR MIN.LENGTH "I I, .• .z 3 j - n. 'r•• .'..:.. ., A. I . „OON•C3&TE GE DI / n 9 FE011SHE5 E .O�o •... . ' r EDGE GIST. ' o�'i BY OTHERS .'•:'OQ CRETE EXTERIOR FINISHES g ;;�a BY OTHERS le 1 18 TYP. m O A 11 -Y-1 16 18 ro TYPICAL ANCHORS n TYPICAL ANCHORS Q� a I SEE ELEVATIONS SEE ELEYAi10N5 8 0 4 2 FOR SPACING FOR SPACING I 4FFR MIN.LENGTH FOR MCHART SEE IN LENGTHFWSH BOLT TYPICAL ANCHORS: It SEE ELEV,FOR SPACING GUIDE TUBE AT HEAD AT SILL AT JAMBS �1 ANCHORS TYPE SUBSTRATE MIN,LENGTH MIN.EDGE DIST.MIN.LENGTH MIN.EDGE DIST,MIN.LENGTH MIN,EDGE DIST. 1/4'DIA.ULTRACONS WOOD 2-3/4° 1" NA N.A. 3-3/4' 1" I,.11M. MASONRY N.A. NA NA NA 3-3/4' 2-1/2" J (Fu-177 KSI,Fy+185 KSI) CONCRETE 2-3/4" 2-1/2' 2-3/4" 2-1/2' 3-3/4° 2-1/2" 4 j I/4'DIA.SELF DRILLING SCREWS METAL 3/4' 3/4" N.A. N.A. 3/4' 3/4' J N� ! (GRADE 5 CRS) �J •'• WOOD a 2BY WOOD BUCKS OR WOOD STRUCTURE S.O. 0 0,65 MIN. SO MASONRY o"0 HOLLOW/FUM BLOCK Vm-2000 PSI MIN. M O •CONCRETE-f'c a 3000 PSI MIN. km M 34 METAL m 1/8'MIN,THK. STEEL Fu-58 KSI, Fy-38 KSI MIN. Z� MIAMI-DADE COUNTY APPROVED MULLION = 1/8'MIN.THK. ALUMINUM (8083-T5, FU-22 KSI) V oz IBY OR 28f WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. Q U m N I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER D' o ! THEM TO BUILDING STRUCTURE. $ d ANCHORS MAY BE HEX OR FLAT HEAD. c V)mh O i Ij I !(II SEE LEAF CORNER :c PRODUCT REVISED p I DETAIL ON SHEET 15 as eompNing with the Florida N j l i oulidinp ° e BOA-No. 17.1115.01 ° $ Expiration Dab OS12212023 °B 12 Dy II POURED M HARDENED I I HIGH STRENGTH GROUT rL'S I Mlam- a u Controla TT a I I Cc 5000 PSI MIN, ^ I I 4e¢ m 5 NOT BY SJ.W. 'bo I ICJ . <� MUST TRANSFER SHEAR 61 O i�Jl LOADS To STRUCTURE III I c 09 (SOLD "SG t 3G -*-�: I DOOR DETAILS f B s g 16 18 OPTIONAL TO GROUT) C�1 I7 I 1=_ 1 35 + �- •I 1• g<m u ou I LtUU II /AA 2 . 'CQNCRETE�• I' •:8 _ �r.a .•s.•. r. A E 1�. CONCRRrL'1'E L •.J.mxsc:<ygY;'._?jt," ,, ;I 4•DGE•f713Tr: t' TYPICAL ANCHORS' No. �. ,` • ,�' a ,SEE ELEV. FOR SPACING ^TY 1 )* b �'CONCRETE:. •cr,: •,RT •'.: 'TYPICAL ANCHORS SFE CHART ' � SEE M. FOR SPACING FOR MIN.LENGTH ,:a•... ; t• 'SEE CHART AEE OP '• : Browing no. EOOE DIST. EL M OPTION 001 n STD. STLL FOR MIN.LENGTH OPL+RA73LE VNIT9 OPICRA9LT0 UNITS ',� ''' �O �` W13-68 oaiDR• �• 9ppsxn73LE LT'h*IT9 (NOT APPROVED FOR WATER RESISTANCE) (NOT APPROVED FOR WATER RESISTANCE) / AL sheet 7 of 18 ROVED FOR WATER RESISTANCE) LIMIT MAX.DESIGN LOADS TO 382 PSF UNIT MAX.DESIGN LOADS 1701:1:82 PSF l till D V © NOT APPROVED O FDRAPPROVED WATER RESISTANCE TYPICAL ANCHORS -'� 9 FOR WATER RESISTANCE TYPICAL AN HORS WITH SID,SRL ^ ro SEE ELEV�..'•• SEE ELEV. FOR SPACING FOR SP 0 SEE CHART n': ACTIVE LEAF 1e SEE FOR MIN.LENGTH; FOR M .LENGTH 16 ° D.LO, 3LOCK OPTIONS 3 EXTERIOR S 3 SEE SKEET 14 a FINISHES LEAF WIDTH BY OTHERS LOCK OPTIONS 3/B'W. 38-3/8'MAX. EXTERIOR g/e" SEE SHEET 14 LOADSEEARINO FRAME WIDTH Of) LOADSHIMARINO 18Y WOOD BUCK �tV FASTENERS BY OTHERS O © LOCK OPTICNS O FOR APPROVED WATER RESISTANCE SEE SHEET 14 TYPICAL.ANCHORS uI TYPICAL ANCHORS SEE SPACING SQ�NNSSS SEE ELEV. g FOR SPACING FOR SPACING ACTIVE LEAF CHART SEE CHART INACTIVE LEAF SEE MZ IN.LENGTH FOR MIN.LENGTH 18 t8 Q r ^ METAL N v O STRUCTURE 3 -- -- I8 R fArno o 3 6 9 8 3 DL . O FIEXTERIOR 36,-9/16'MAX. LEAF WIDTH o R fj HES BY OTHERS LEAF WIDTH 76'MAX. EXTERIOR 1/4°MAX C 62 3/8'MAX.' SHIM o R g@ LOAD BEARING FRAME WIDTH(>«) ai P SHIM tll B APPROVED LOCK OPTIONS O FOR WATER RESISTANCE SEE SHEET ti WITH STD.SILL DOOR DETAILS s e = 10 1e 16 ... t 1111 1111/ �,��d� PRODUCT REVISED `�p,. N F �� n as eoBuild Biyo with the Florida NOA-n C d 17.1915.01 0692 1NAC7TJPi �� NOA-No. y •� SEE SHEET 1 Expiration Date 11 2023 FOR GLA21NG Cm draw ATE OF �y ing no. 20 Mla a rouo on ro � ORIDI; ` e EXTERIOR �C��� W13-68 e 1 o r r tAL Nt� sheet 8 of I B TYPICAL ANCHORS z EDGE DIST. SEE ELEVATIONS WITH >0 9 EXTERIOR .:y t%� FOR SPACING DOORS SULI SURFACE APPLIED PANIC HARDWAR g SEE CHART n FINISHES ;.l"• '+`'• • ; FOR MIN. LENGTH BY OTHERS ,. , g ;�p j CONCRETE ^�Lo Is a1 I 2 91 e 4 PANIC LOCK FASTENERS QQ SEE SHEET 74 LL g .I .�II TYPICAL ANCHORS Fr1 SEE ELEV, N I i SSEEE SPACING (� j j I FOR MIN.LENGTH No LOCK OPTION C 1 g WR E 1 [SEE SHEET 14 El 98m. I i I 1B O INACTIVE LEAF ACTIVE 13" '••: 6 D.L.O. p 6 D.L.O. FIEXTER OR 24 a 1 FINISHES BY OTHERS c 1 DOOR LEAF YADTH DOOR LEAF WIDTH 5 [+ p l i 3/8°MAX. 76"MAX. ffi LOAD BEARING DOOR FRAME WIDTH 1 SHIM I 'AICAANCHORS S 8 s B 1 SEE ELEV.FOR SPACING DOOR DETAIL `m<m m m w Q SEE CHART FOR MIN, LENGTH ` L11L I I Ir g PRODUCTREVISED ����•'�ceNSF'•, �' as corm ng with the Florlds G Buildln®Ga . NOA-No, �P *r y •� QoNNftETE I :8 '� ° Expiration Date 06 2/2023 $ l+ ''°•"EDGED• �.4y'•' •a A THR ,eS70 .n OPTION dig By % OF : drawing no. OP-RRAHLE UN= Nllam o uct Contra] �, IDR•��` W13-68 (NOT APPROVED FOR WATER REWANCFa LLNR MAX.DESIGN LOADS TO#62 PSF Sheet Q of 6 TYPICAL ANCHORS METAL STRUCTURE SEE ELEVATIONS 2gY WO BUCK FOR SPACING OR OR MULLION ,.f.", CHART D STRUCTUREFPR (SEE SHEET 7 FOR SPEC) FltpEXTSPoHE05R ?. QOIICRETE �' 0 BY OTHERS TTt 1B M 1 g� � 78 ro M 15 p TYPICAL ANCHORS TYPICAL ANCHORS d og OSEE ELEVATIONS SEE ELEVATIONS 83.09 id 4 FOR SPACING SEE SPCACr G .6112 T*i SEE CHPRT I� FOR MIN.LENGTH FOR MIN.LENGTH r TRANSOM HEAD FRAME ¢ is i• 3 h ITI W 9 cD F �s �o I. TYPICAL ANCHORS SEE ELEVATIONS v M !' FOR SPACING O Q FOR MINS.LENGTH 012 X 1- /4' © _ AT 12'0..MAX. �Q •• � �Ut}�j o ALTERNATE AN�CHoFS 15 to rn to a to HO PRODUCT REVISED es eompi In with the Florida „ to 'lie Nola-NoorPa 17.1115.01 0 expiration Data 05/22/2023 c 71 13 to P D 10, By Sy EXTERIOR 3 MIN - • rouo Control FINISHES 73 3/B'MAX. M BY OTHERS TRANSOM LEAF WIDTH Q A e 3/e•MAx. DGGR/rRANSOM WIDTH TRANSOM DETAIIS $e 0<W V O W LOAD BEARING SHIM \It 111 1 703 OF drawing no. W13-68 �Si�97M/Ol��% sheet of OPERABLE DOOR WITH TRANSOM TYPICAL ANCHORS 4_ y SEE ELEVATIONS iBY WOOD BUCK SEE CHART 0 y FASTENERS BY OTHERS �Y FOR MIN. LENGTH TYPICAL ANCHORS •, . S O SID�ELRE Z sEf elfv,: SEE_ F EXTERIOR •FOGS' :• `: •r< { FOR SPACNO" ". TYPICAL ANCHORS BYFIN(OTHERS ,;.. .'N'' •:CdACR�,1E FOR M LENGTH' •�• t+SHES SEE CHART FOR SC}�G ?R], FOR MIN, LENGTH v. is 4 a .. ig EXTERIOR 7 EXTERIOR FINISHES BY OTHERS NARROW SIDEUTE LEAF WIDTH 3/8'MAIL 397-3/8"MAX. 3/8'MAX, i• ' LOADSEARINq � STAND ALONE if WI DELtDT LOANG SHIMd b SHIM TYPICAL ANCHORS SEE f1€l FOR SPACING 0 C� SEE CHART FOR MIN,LFNOTH WIDE p y y 34 G O SIDE= SEE ELLANCHOITS EEZ v '{•. w t y SEE CHARTFOR y5�� HIM m I i4 FOR MRL UINGTH .75 NY F I j J bji O^i O d I' p METAL RCE I EXTERIOR ,B D L0, lam8 6 POURED h HARDENER S 8 u p$ ifa 60� GMIK ROUT WIDE SIDM LEAF WIDTH y NOT BY S.I.W. J"1 MUST TRANSFER SHEAR 3/a"MAX. 35-3/e"MAX. 1/4"MAX, LOADS TO STRUOTURE LOAD BEARING STAND ALONE SIDELITE WIDTH SHIM LOAD BEARING s it sxLM 15 is (OPTIONAL D SHO GROUT) SIDELITE DETAILS to ' {111 J PRODUCT REVISED �¢... as oomPivMp w the ltorTda ` % ►� "•t., .:r.•.. Bulldinp Colo CDNC,aETf ,� ,a ;y.� H4A-No. 77-1115.01 �� t Y5"� � '� •ti + '" `; ••• BxPirstlonoab0 029 ^' GtIC,. +� <EDGE O1ST, r ' 'YPfCAL ANCHORS y _ drawing no. B '�Gr 1c �+ ro SEE FOR SPACING, NPHin /. rc ua an ro i RSD �� W13-68 FOR MIN.LENGTH sTANn EyrAN' cTATIONARRj�UmTs (SINGLE eheet 1 of T 8 t 4.600 4.600 1.900 .004 � .094 4,000 I , 094 • .7� ,790 2.000 .094 .094 f.968 �750 �0 1.000 1.625 G 0.662 '174-19 y .078 2.021 2,122 2122 2,337 G� O $off DOOR/SIDELffE FRAME HEAD/SILL 2a TRANSOM MULLION 1 TRANSOM FRAME HEAD 1580 I + a4 CHAIR RAIL 1+ JAMB/MULL ADAPTERut id �v 1 280 I I -4.040 Q 3.000 41715 5 .076 218 2AQ0 t70 ,084 .094 ,078 FLUSH BOLT BLOCK SNAP COVER 4,6 11 86125 .65S 7YP. .123 (�- .128 2.481 6 HINGE/LOCK STILE 1t12 �^r 050 5.588 1.000 L ! Li 1,j®5 �ON A 2040 07 .200 2.125 t.z38 1000 .4 3 FRAME JAMB 2.000 .076 12 INTERIOR GLASS STOPS 1.650 125 �jzv 100 TYR .66T 1.586 O ca jyp, ,060 500 D•G m z SIDELITE SASH STILE ---� PRODUCT REVISED �N>-G .050 1.585 no comptptoy with tho Florida q 4.000 803 1.306 '922 Building Godo Cj 1.486 -� 1.750 NOA-No. 17.1115.01 flym 144 L Expiration Dato 05122/2023 1.078- 13 S,SS6 ^ 13y- ad� uo o r IT T 094 2.185 EXTERIOR GLASS STOP l 2s STEEL REINF. 4 TOP/BOTTOM RAIL r„1 1.795 5,500 .299 .717 -.f OT c DOOR TRANSOM MULLION ADAPTER 062 sAo 1.939 _� r F .170 �8 4.000 056 1.059 1 20 OPTION 1 n 1� 3e THRESHOLD COVER ADA THRESHOLD 6 4.000 x502) 6.000 s".,7) 21 t 5 10 DOUBLE DOOR ASTRAGAL 8.000 SJW536) 855 i 11 11 11 �r e JAMB SCREW COVER 2.302 1.280 t •180 .250 •� i° tOp t 500 82 "' ~ TYP. ,080 .930 2.Q89 ._,,,„ .{g,• •�' a 3f .ii L-A� .078 f 8 . f 1.900 4.832 7E OP �/g/� drawing no. I 2.010 1.375 s BOTTOM RAIL w TRANSOM SCREW COVER SINGLE DOOR ASTRAGAL 3a ADA PTNRESOLD S tt sheat 1'S of 6 LOCK OPTIONS i & 3 LOCK OPTION 4 ITZM y PART I REgD, DESCRIPTION MATERIAL MANe'./SUPPLTZR/REMARI(S �u STD. 3 POINT LOCK MAX. FRAME HEIGHT = 97-3/4 IN. I S1W823 AS REQD. FRAME TRANSOM HEAD 6063-T8 ALTERNATE TO 2 MAX, FRAME HEIGHT - 108 IN. MAX. LEAF = 36=9/16 IN. 2 SIWB05 1 DDDR/SIDEI fE FRAME HW/SILL 6083—T6 MAX, LEAF - 36-9/16 IN. MAX. DESIGN LOAD 60 PSF 2A SIW505B t TRANSOM MULLION 6063—T6 — MAX. DESIGN LOAD - 80 PSF 3 SIWSOe 2/DOOR FRAME JAMB 6063-Te - ACTIVE LEAF: 4 SIW502 7/LEAF DOOR TOP/80rrOM RAIL 6083-T6 - ACTIVE LEAF: EXPOSED FLUSH BOLTS(FB-1202-914) 5 SIWS37 1/LEAF DOOR BOTTOM RAIL(B' 6083-TO SEE SHEET 13 BY'SULLIVAN&ASSOC.' g.. Affi9N-�: MANUALLY OPERATED LEVERS MOUNTED ON 6.1 SN1638 1/LEAF DOOR BOTTOM RAIL(87 6083-TB SEE SHEET 13 1 3 POINT LOCK ASSEMBLY(M1805S) BY'ADAMS RITE` FACE OF LEAF STILE LOCATED AT 6 SIW603 2/LEAF HINGE STILE/LOCK STILE 8063-TB - WITH 4015 THROW BOLT AT 35-1/2"FROM BOTTOM 13-1/2"FROM BOTTOM AND 34'FROM TOP 7 SIW507 2/LEAF SIDEUTE SASH STILE 6083-TO FLUSH BOLT'S CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON IN CTfVELEAFF B SIW542 AS REQD. DOOR TRANSOM MULLION ADAPTER 6063-TO - INTERIOR AND ENGAGING FRAME AT HEAD AND SILL CONCEALED FLUSH BOLTS (FB-1202-814) 9 SIW611 AS REQD, SCREW COVER 6063-TO JAMB&TRANSOM cy OPTION g3 BY'SULLIVAN &ASSOC.' 10 S1W509 AS REQD. DOUBLE DOOR ASTRAGAL 6063-T6 - 9 a g MANUALLY OPERATED LEVERS MOUNTED ONWIT0 a LOCK ASSEMBLY T AT 3=1/2')BY'ASHLAND' INSIDE FACE OF LEAF STILE LOCATED AT IIA SIW535 AS REQD. SINGLE DOOR ASTRAGAL 6063-T8 - QaQ FLU THROW BOLT E 35-1/2'FROM BOTTOM 13-1/2"FROM BOTTOM AND 34'FROM TOP 17 SM610 AS REQD. SCREW COVER 8063-TS - FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON — 12 SfW512 AS REQD, INTERIOR SUSS STOP 8083-T5 INTERIOR AND ENGAGING FRAME AT HEAD AND SILL II I 12A DWF-024 AS REQD. INTERIOR GLASS STOP 6063-TB NACU i // ii \ 13 SIWB13 AS REQD. EXTERIOR GLASS STOP 6063-TO - CONCEALED FLUSH BOLTS (FB-1202-914) / i / I \ 13A SIW533 AS REQD. EXTERIOR GLASS STOP 6063-TB By'SULLIVAN &ASSOC: 1 14 SIW504 AS REQD. DOOR JAMB/MULL ADAPTER 6063-TB - {� MANUALLY OPERATED LEVERS MOUNTED ON 'a / / \ _ E+ INSIDE FADE OF LEAF STILE LOCATED AT IS '9018E - BULB WSTRIPPING VUIYI. CENTRAL PLSDOS q, 13-1/2'FROM BOTTOM AND 34'FROM TOP % 16 U4513 Q-LON WSTRIPPING VINYL SCHLEGEL V N F 17 8530 AS REQD. INTERIOR GLAZING GASKET(DUROUETER 7018) SANTOPRENE BY CENTRAL PUSTRS _ 17A 5531 AS REQD. EXTERIOR GLAZING GASKET(DUROMETER 7015) SANTOPRENE BY CENTRA.PLASTICS sp9ut 18 W2320INYM020 AS RQO, RNSEAL PILE W'STRIPPING - ULTPAFAB / / \ 20 #0 X 1/2" - ASTRAGA.SCREW'S PH SMS - AT 4'FROM ENDS&8'0,0. Q M A _ RACINE ACENE 21 p8 X 1/2" AS REQD. CLASS STOP SCREWS SELF DRILLING - AT B"FROM ENDS& 15'O.C.MAX. Z �1 I 22 X12%1-1/4' FIX.PANEL.SCREWS PH BMS AT O'FROM ENDS& 17'O.C.MAX. 'y'E 38-9/18° 38-9/16° 24 SO44HD 4/LEAF BUR HINGES ST.SIE[1 DELTANA Z=_ 2 I 25 - AS REQD. MULLION REINFORCING STEEL - Q p m (r 5 26 CO EMELY SCREWS Sr.M H SMS LOCK OPTION ,it2 x a• 7/CORNER FRAME ASS EL p PANIC EXIT DEVICE (SVR) 27 q12 X 2' AS REQD. FRAME AND LEAF ASSEMBLY SCREWS ST.STEEL PH SMS ' \ MAX. FRAME HEIGHT - 97-3/16 IN. 28 #12 X t/2' AS REQD. HINGE ASSEMBLY SCREWS ST.STEEL FH MS TYPE F SS �n MAX. LEAF WIDTH - 36-9/16 IN. 29 20309 AS REGO. ADA THRESHOLD OPTION @1 6063-TB - Nom MAX. DESIGN LOAD = 62 PSF 3o D8019AV35 AS REQD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL ACME I INac17vE 1 ACENE 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 ACTNE& INA_Cnff 1 EAE• 32 I)2 FLUSH BOLTS - SULLIVAN&ASSOC. 38-8/1B' 36-9/16" SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 34 SPN539 - 2°CHAIR RAL 6063-TB - 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38" nN FROM SILL AT EACH LEAF. 35 SW846 I ADA THRESHOLD OPTION#2 6083 -TB - C PANIC BAR FASTENED TO LEAF WITH 38 SWS47 1 THRESHOLD COVER 8083-T8 ^ o 12 (1) I'8-32 X 1/4"SOCKET HEAD MACHINE SCREW LOCK OPTION #2 NOT USED 1 6%3/4'FH TEK SCREW g TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED .SEALANTS: TO STILE WITH (2)'1/4-20 X 1-1/4"SCREWS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGESo {y ., M 4'X V ST.STEEL BUR HINGES DELTANA(OSB4N9 OR S044HD) `�� 'P'uCENGF''•YO��� 1q r - AT 73"FROM TOP AND BOTTOM ENDS AND 28-5/8'O.C. MAX. N - -� HINGE ATTACHED TO DOOR FRAME AND DOOR STILE o,70 \ \ / PRODUCT REVISED \ \ g/ USING(4) X12%1'FH MS as eomplylntN with the Florida =1$;• * 3 HINGES PER LEAF UPTO 8/8 HIGH DOORS 6u11ding Coda - 1d 4 HINGES PER LEAF DOORS HIGHFR.THAN 6/8 NDAOF -No. '17.1115.07 1I Cxpiratlon Dats 5/2212023 ,'•`�.� drOWing n0. a�D►..�o� W13-68 30-9/16' 36-9/18` MI m ra uat on ro rr s!I® �`�A`` sheet o1 6 ^m 3 27 A 27 SOC DOORISIDELIT FRAME TOP CORNER ADA THRESHOLD CORNER OPTION k2 3 .mN .L/ wz is X VER PSIDE U°' 2 pa,8mSO F+ V) TR,4NSOM TOP CORNER j i o 27 j I � kg�hg8 � ftp did^ % I m F r i /i TRANSOM MUWON CORNER i /i $g ALUM ANdLE 11-1/ WIDE o e^ ADA THRESHOLD CORNER %/ OPTION #1 PRODUCT REVISED as com 1 Ing with tho Florida '• N G EYllding Codi NCA-No. 17.1115.01 - ExpirationDote0512212023 * b By �� '�� MO . � : drawing no. DOORZSIDELITE M r uct on •. R! �� � yJ1 3-68 FRAME BOTTOM CORNER r i�j I�i�t�� ehaet 5of16 ACCESS HOLE 08 DOOR SOP CORNER \-ACCESS HOLE NUJ z 0-8. is ST.STEEL WASHER 2'X 12'X 15' PRODUCT REVISED c 3/8 THREADED ROD 01 with the Florida Ip Gude N-00,11-0!I'M. 171115.81, Expiration Deft OB122/2023 BY bi a ro as antrol a .)M[ufci w ACCESS HOLE It ........... 3/"NUT 8 ?M2 L AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3•METHOD 1 OPTION D FL 18320 Date: 11/09/2017 Detailed Product Description: Manufacturer:SIW IMPACT WINDOWS,LLC Manufacturer Address:975 S.CONGRESS AVE.#102 DELRAY BEACH,FL.33445 Model Name-"SERIES'"500-9"-ALUMINUM OUTSWING DOOR-W/WO-SIDELITE,OR_TRANSOM_1 Maximum Frame Width:76"(XX),39-3/8"(X),60"(0) Maximum Frame Height:108" Maximum Load:+80 PSF,-80 PSF(Large Missile Impact) Installation Drawings#W15-45 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads and anchor type. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) ". kr{a d?t 7 A` + l c:3 r i - `e ! a d TFST , LIESCIi1�T)QN LOCATION 4. ' TEST[t PO.Ii:T`„ x TESTS �krkj s�R , e �; ?;`- 'J'; R �7�Y G'e 'R'fr,' y" r $+`,`tt*"I �`.,�CaMy�r rSt `F_yll<\,�rT�J�7! `� '� '� ;� �'n�.w, '.,s'«• n;.o-< ,1.,`, t v �f� s.�. .t.,..Y, ASTM E283 Air Infiltration Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri,P.E. Leakage & 10/25/2013 BT-SIW-13-006 Yamil Kuri,P.E. Hurricane Engineering& 11/01/2007 HETI-07-4337 Candido F.Font,P.E. Testing,Inc. 11/01/2007 HETI-07-4339 Candido F.Font,P.E. 06/30/2009 HETI-09-2572A Candido F.Font,P.E. ASTM E331 Water Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri,P.E. OR ASTM 547 Penetration & 11/01/2007 HETI-07-4339 Candido F.Font,P.E. &TAS 202 Hurricane Engineering& 06/30/2009 HETI-09-2572A Candido F.Font,P.E. Testing,Inc. ASTM E330 Uniform Static Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri,P.E. &TAS 202 Air Press. & 10/25/2013 BT-SIW-13-006 Yamil Kuri,P.E. Hurricane Engineering& 11/01/2007 HETI-07-4337 Candido F.Font,P.E. Testing,Inc. 11/01/2007 HETI-07-4339 Candido F.Font,P.E. 11/01/2007 HETI-07-4372 Candido F.Font,P.E. 10/01/2008 HETI-08-2184A Candido F.Font,P.E. 06/30/2009 HETI-09-2572A Candido F.Font,P.E. AAMA 1304 Forced Entry Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri,P.E. & 10/25/2013 BT-SIW-13-006 Yamil Kuri,P.E. Hurricane Engineering& 11/01/2007 HETI-07-4339 Candido F.Font,P.E. Testing,Inc. 06/30/2009 HETI-09-2572A Candido F.Font,P.E. 9360 Sunset Drive,Suite 2201 Miami,FL 33173 1 T:305.264.8100 F:305.262.6978 www.afceng.com alfaroog@afceng.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) V,� TIONk &- PCA 7 � .n! t I FBC 1626.2 Large Missile Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri,P.E. (TAS 201&203) Impact& & 10/25/2013 BT-SIW-13-006 Yamil Kuri,P.E. ASTM E 1886& Cyclic Hurricane Engineering& 11/01/2007 HETI-07-4371 Candido F.Font,P.E. ASTM E 1996 Testing,Inc. 11/01/2007 HETI-07-4373 Candido F.Font,P.E. 11/01/2007 HETI-07-4374 Candido F.Font,P.E. 11/01/2007 HETI-07-4377 Candido F.Font,P.E. 10/01/2008 HETI-08-21846 Candido F.Font,P.E. 06/30/2009 HETI-09-2573 Candido F.Font,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ............. No 70592 jzz ST OF LUZ Javad Ahmad PE#70592 0 R Al-Farooq Corporation EB#3538 '9 --- Sealed:12/6/2017 9360 Sunset Drive,Suite 2201 Miami,FL 33173 1 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com