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HomeMy WebLinkAboutNOARECE� E� M�IAMI•M SEP 13 2M7 mi"fl-BADE COUNTY L'1'►pERMiTTiNGFRODUCr CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCF�(.4nie County, FL 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 1070 Technology Drive BY North Venice, FL34275 St. Lucie County .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 "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 r - and followed by the expiration date may be displayed in advertisin rt , OA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tha job site at the request of the Building Official. This NOA revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16.0629.14 raartwaoeeourtrr Expiration Date: February19,2019 "'f7l7I Approval Date: August 04, 2016 Ii6 Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'PPED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 03-1105.01) 2. Drawing No.1VID-720-820.1, titled "Fixed -Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12113, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super. Spacer® NXTTM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and F'1'L-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and F1Ir3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOANo. 03-1105 01) Mau el Pei ez, P.E. Product Co trol wininer NOA 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW ,THIS PRODUCT HAS BEEN DESIGNED BTESTOO TO COMPLYWITHTHE REOUIRTHEHI H VELOCITY RADA BUILDING CODE. E(MM. THE HIGH VELOCITY HURRICANE 20NE(NVI�. 2) SHUTTERS ARENDT REQUIRED WHEN USED IN WIND,BORNE DEI US REGIONS. FOR DISULATED GLASS INSTALLATIONS ABOVE JOIN THE HVH2, THE OUTBOARD UTE(CAP)MUSTTEMPERED. 3) FOR MASONRY APPLICATIONS IN MWNB-DADE COUNTY, USE ONLY MMMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE , ASTM OBO CONCRETE MASONRY CR UNITS AND CONETE WITH MW. KSI PER ANCHOR TYPE. 4)A L WOOD DUMB LESS THAN I-Vl THICK ME TO BE CONSIDERED 1X BIWALATIONS. IX WOW BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS MARE 1-V7 THICK OR GREATER 1X AND ZX BUCKS( WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER WAGE TO THE EMUMRE. WOOD BUCK DESIGN AND ON 18 THE RESPONSIBILITY OF THE ENGINEER, (EOR)OOR ARCNTTECT O F RECORD, (AORy 5) ANCHOR EMBEDMENT TO BASE MATERALSHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JGNT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTAUATION ANCHORS SHOULD BE SEALED. OVERALL BMINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) MAX 1N' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHINS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13W. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE THE 33-V3%STRESS INCREASE HAS NOT BEEN USED INTHE DESIGN OFTHIS PRODUCT. THE IA LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTOWOCD. ANCHORSTHAT COMB INTO CONTACT WITH OTHER OISSBIRAR MATERIALS SHALL MEET THE REQUIREMENTS OME FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B) REFERENCES: TEST REPORTS FrL W5. 3850 A W2; ELCO ULTRACON NQA; ELCO CRETEFLFX NON ANSVAFWA NOS FOR WOODCONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10)7HE 7M SERIES USES A PVE INTERLAYER, THE 820 SERIES USES AN SO IMERIAYER. THE 720 AND MO SERIES MAY ASO BE REFERRED AS THE 701 SERIES. 48-TIP-TO-TP WIDTH 4r BUCKWIOTH - 441/PVCSLE -y UGHTWIDTH 02014 FLORWA BDIWINV w Iru..l.+,,..:..,, ... .ASTM E130 .ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. ADM-"I0 .AISIS100-07/92.2010 l 48.61J KWIDTH _ LID14' V1818LE�_ I HTWDTH 8• MAX B' Il CNGETT ETO 0 EE MBU( IGM B2.1H' 1rOL VISIBLE 12•MAL LIGHT O.C. TM.CA.EX 1I HEIGHT BB- TIRTO MA � SHEETS TYP. FLANGED FRAME ELEVATION RESTED UNIT) FIGURE 1: �. MIS T B B DESIGN PRESSURE RATING IMPACTRATWO VARIES, RAT EDFORIARGESEM4LL SEE SHEETS 25 MISSILE IMPACT DESISTANCE 6• 2 BUCK HEIGHT VISIBLE03-114. LIGHTUGNT / HEIGHT 48- BUM WIDTH 45•VCVISIBLE LIGHTWIDTH r MAX 1 BMW VISIBLE Jd LIGHTO. e HEIGHT ow f.— 1r MAX.C.C. J BUG HELD{ WEST 2 MAX 5- MAY. O,C. TYP. EQUAL -LEG FRAME TYR FlN FRAME ELEVATION ELEVATION RESTED UNIT) (TESTED UNI I Sleet TYP OencipVon N 1 7G0•Wml 1B'M•ABPFVB•g1 g 2 2 7/1B'L4M 10'HS •.DAP PVB-311r H9 2 0 1-1tle'Llenl. l0 &18'T-NIB'gln Y1T-.020'PVB-3118'H9 J 4 1.1I18'Leml. Ki 10'T•7110'AV •SI1C H9 •.MO'PVB-L16' S 4 B 7116-LNN ffi'M•.WO"SG-L10'M B NHS HaM 11fi'HS •.090'SG•Y1416 4 .7 1-IH4'laM.p 1r T 711B'A4.3NISM-.0�"SD-&10'M 5 B 1-1/1G LmnL XB 1E•T•7H0'AV-&IS Ifl-.OW fi0-Y18'N9- J 'PW.. RARAT JUTACITull m,cw.. �.. .._.._..... _. 'PVB• vKU0.ARAY BUTACTE�PVB INTERlAYE0.' BYKURARAYAMERICA WC SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBINGTHE SHAPE IN AOLOCN AND OBTAINING DESIGN FRESSVREB FORTHAT BLOCK SIZE FROMTHE TABLES ON SHEET83d. ANCHOR SPACING TO BE V MAK FROM CORNERS AND 12.O.C. MAIL FORALL CURVED FRAME MEMBERS, SEE FIGURE 1. THIS SHEET - WIDTH i'— WIDTH +i I^YODTH--1 I'^ WIODI -•i Tr'— -1 -H r � Tr- 1�����IL— —J T�—wlmH ---I -I-F-mmH ;-Fr7"WIDTN1 TFr'wHmH -,I �� _1� y �� 1 1 1L— J 1L J i WIDTH , F- WIDM »{ I— WIDTH —i H- WIDTH --I Tr_ _.� Ti - Tr - i T�--- �� EA. d 1 1 1 1 No. 63705 1, * W PGT Industries. Ina NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-052&26) 3. Laboratory compliance letter for Test Report No. FTIr7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underpreviousNOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. )&a6Gaaa__ Manuel .E. 6-4 Product Contr Eaa iner NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August04,2016 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-516 Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-052&26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 BRS 1580F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Manuel Pe E. Product Control Iner NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August04,2016 E-2 TABLE T: Window Design pressure (H-, p3f)for WaB9 Types D & e $ 30 32 3r 30 3B 0 µ µ µ 8 •TIB ♦9m-1]0 .9m-130 .9m-13D •9m-190 •9m•1]0 ♦9m•193 ♦Bm•1]D ♦901-130 •130 ]2 .9m•tso .9m-130 .9m-130 -130 -130 •919.1m .9m-130 • 4W ♦mB-130 B .B0'•130 •9m-130. . •em-1]0 Hm-190 .9m-177 •9m-1b •9m430. ♦M.Im eD •M.Im .9m-130 .9m•193 .Bm-LID .9m-13m •Om-130 ♦9m'•190 ♦9m'•1L •8m-lm µ' .9m-130 .9m-IO .9m•1 ♦90I.13D •9m-151 •9m•1O •f3D ♦9m-130 ♦ -130 Be .901.130 .9m-130 ♦Bm-130 .9m-tID •9m-1L •Bm-130 ♦9m•13o •9m-130 .9m•130 92 .0.130 ♦9m-130 .96-130 .90'. ID •9m-13J .9m-190 .Bm-1 76-130 r9O.12S9 80 rW.120 .9m-130 •9m• 30 •Bm-130 .901.130 .9m•130 .9m•1295 .90'•12.. ♦40'-120.6 1 •9m•130 ♦9m-130 .9m.Im .9m.130 •Bm-19 .Bm•130 ♦90'-121.2 • 411e •9m-116.9 1W .9m'-1ST ♦90'-170 ♦9m-1O .9m-130 .9m,1 •9m.1M.S ♦BD'•119. ♦931-115 GI 10842 .9m-130 •90'-1 .em-13D .919.130 • -130 .9m•123.2 .9m•11 112 -tSp •tm .9m.190 ♦9m-130 •9m-IL •em-ta 11B •9m-130 . -1>D •B01-tm .B01-130 •9m-12A2 1 .91V•130 •901A •901.130 •96'-tO .9m•1T1.9 12 •9m•tO .9m-tO .9m-tO -1T 1ID ♦801-130 ♦9m-13D .9m•tO •9m-130 132 r9m-130 .em.130 •9m-1>0 139 ♦9m-130 .9m-tm o.I •901430 .901.130 1 ♦991-130 µ .BO/•1 •9m-190 •9m-1 •13D 711m-0 d .T ♦em-ta .90.110.E y9 .Bm•1 .9m-130 .9m•130 •9mA30 •9mA30 •90'-1282 •89.U•119. fit .9m•190 •9m'-130 .9m-tID -130 •9m•1O •9mA30 .9m-190 .9m-130 .BOW-130 .BS81.1a.1 .BBm-123 .919-1>0 ♦9m-130 .09Y-1T9 -150 •9m-130 4 00 .90'-199 •9m•130 02 .M.Im .130 r9D1.130 ♦901.1 BB ID-]IB •9m•130 •9m-13D 1• FROM THE TRT0.'nP DW ENSION TO DEIE RMINE THE BUCK DIMENSION. AT 09 LONG DIMENSION. ]E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TI10'LAMINATED GLASS STACK .050' SO "mr 3ne'HTwr SI10' HEAT 8TR40� STRENGTHI USED ATCURVED FMMBESONwr @11.?9O.O.MGLASS Bf1E 1.3 13 GLASS TYPES 1-ItITNOM. GLASS STACK R m10'TEMPERED I GLASS THB'AIR EXTERIOR 4�5- TABLE DIMENSIONS MAY BE ORIENTED VERTKY+LLY OR HORIZONTALLY AS SHOYIN. THWLAMINATED LONG GLASS SACK SIDE ' HEAT STRENGTHENED GLASS LONGSOE f I IV HEAT STRENGTHENE06VS9 1 lyll 090'BG INTERUYFft 9iDRT I sloe 1 _ I sS SIDE DE -^I W GLASS SITE GLASS TYPE S F- LONG SIDE SHORT SIDE I LONG 80E 1 SHORT SIDE Window Design Pressure (+P, psf)forC&"a Type 5 mg In W-T/B ]2 T8 80 84 BB I In 1 0 100 I 10/ I tdl/R 30 .911-IM4 +9W-121 +B 415.5 +90.111.5 +gW.i053 •0.105 +901.1045 +901.1036 .90-1 5 .90,400 11 w9T.9 32 +8W-1159 +W.1108 .9W-t 3 +M.101.6 +90.907 •91ffi -W-923 r9p1.918 •BW'W.3 +/-09.9 ♦199 +M.IM,g +W.HG 1+9W980 +W.eS.1 .909.8 +19a2 +l .4 +191.5 IT-m Hd9.5 .1-794 W eM.Ime .90-9/4 1.90928 •I .8 H95.5 rl-02 +l-T9.1 +f n. +676.1 H-Ta1 H.n3 w • .4 +W 2 H957 -1 a2 ♦/90.7 UAa1 a752 +/-726 +-]0.3 H9a5 H-08.3 40 +9091.8 H.�. H928 Q. a 7F772 HI43 771.3 7I-07.9 •f-051 7l-0a4 H 1.6 42 ♦BW-BL] H4n.T H .7 H-n.1 +/71.3 H41A +l-0B.2 H91. +/-01.8 +39.8 O9 2 R .l 0ffi4 +AT0.9 0.754 .l-nt +1 B H-05.8 M.B22 Nb .r47, fi 46 .I934 490.8 +/•7.2 .I.73.B .1- 0.1 +1-00.8 N +d43 •/57A a" ♦1 7 +1.79.3 • 58 +.R. H983 B .I-01.6 W + M• 71374. 0A0.3 +I-0a7 A 1 +15A7 52 .I.791 0-750 +.7Z .I 8 H951 M31. W 54 H-nA N-TSB +/.15 +0.3 q4 5 +I-168 on +-0N +1463 80 +142 H4iB.i .I85 82 7712 MH1.1 64 4i87 d .6 85 H9B3 8T-RB +147 7/76' LAMNATED F^ GLASS STACK .OW'SO VfTEF 3118' ANNE7 3/18'ANNEALED GLASS 4 11 USED AT CURVED FRAMEMEMBERS 29 N8• ®11-]/5° O,C, MAX. @II-7 GLA39 BRE 13 EM 20 13 GLASS TYPE ION TO DETERMINE THE SUCK DIMENSION, THE OVERALL DIMENSIONS COMPLETELYFIT WITHIN. - _ Window Design Pressure (+Pl pef)forGlass Type 7 mp Side On) • 9 72 1 76 1 Be 84 BB 1 92 Be 100 10 1 1D31R W .911 +so--1130. +W-125. +W 25 ++110,419.8 .9W +♦W-11fie •B4727 +90-009.9 32 31 +1.18.0 0-/14.0 +W-IM1.0. 04.3 •90r4024 -0.102 •W101A •049.7 +-2♦01♦ 71,u .19 +Wl•1 W.a♦ i •.=..IT.? .. H1 •W 36 .p.•0-130 +W-1W5 .W•9 -In9T.9 8 H3 NO ♦901411 +93(404 .90I-97. +90191 ♦W9 +191. 9.4 N 6.R30 40 +M.105.9 + .988 +901 34 + ♦I9L2 ♦ 94 +/90.8 N• .1.73.8 rld .9 .7149 42 .10.2 + +90141.2 -047.4 IE4 +190.5 •I•n N- 1 H-09.8 rl H 2 H • -�, •90'-9a1 NAll .I35.2 +141.4 +An.B y.]4.1 Hd0.9 .19 .8 •I43.9 46 +80 5 .M.Vl,3 .I.1.1 M-03.2 .I.79.2 ♦1.764 +1.T1.7 48 +01916 N g914 +l .2 •b• H49.5 +1956 0+9W9 +1 7. 7 + +. .4 ..n.2 9 +1. 52 +1391 .WS +I31.8 +fn.T ./-10. +1995 64 .I9 . .19a4 ♦l- .6 +/.78 .1.11.8 sa ./35 .r31. .Ln.6 ♦1.73.8 68 H3iB N-TBA +l- .4 W .r9z1 .r.n.e alas .3 a768 84 7 BB H- 4 H- Td/5 H• 4 NOTES, r- LONG SIDE SHOE SIDE _L_ ll� F- LONG SIDE -++ SHORT SIDE L I-IfIw NOM. GLASS Simi 1 I GLASS MACKEO --r� GLA39 GFAON 3/16' TEMPERED GIASS 7/18'AIR9PACE 1) BUCK DIMENSION59HOWN. FOR FLANGED WINDOW6, SUBTRACT 1' FROM TMETIRTPRPDIhI:N510N TO DETERMINE THE BUCK DIMENSIGN, 2) FOR SITES NOT SHOWN, ROUND UP TO WE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW 912E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPIETELYFR WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH MN -FRAMED WINDOWS EXTERIOR a GLASS TYPE �8/16'ANNEPLED EaA84 -.OW SD INTERLAYER WB' GlAs9 BRE /OR N " 4SHORT SIDE LONG SIDE 1 SHORT SIDE 1.1118'NOM GLASS STACK TAVLAMMTED GLASS STALK 1 SryrT EREDGMS 71ITNRSPAC BIITHEAT STRENOTHENEO GLASS USED AT DOTNED USED ATCURYEO FRAMEMEMBERSONLY 29 SIB' FRAMEMEMBERSONLY C ®11-71WOP.MAX GLASS BITE Is 11-T/B' O.C. MAX 1a is EXTERIOR ... RWR a a 2p 3 GLASS TYPE 2 7I1VLAMPIATED. CMS STACK III, HEAT STRENGTHENED GLASS w GLASS SITE GLASS TYPE TABLE DIMENSIONS MAV BE } ORIENTED VERTICALLY OR HORIZONTALLY IC BHOKTL LONG d SIDE sSF— LONGSIDE SIDE 9 I r 1 0E I Blue Ir- LONGSIOE SNORT SIDE L Window Design Pressure (+A, psQlorGlms Type 1 m) W 81 u B2 9B 1W 104 103V2 30 +IRO .Im +lm «Im .Im ♦m .IRO +/80 HRO Hm Hm >Z •Im ./ «40 .Im Ha •Im NRO ./m H40 •10 & H Hm Hm Hm ./m Hm .IRO .1-00 . Rp ./.19.8 •/•T0.4 36 Hm Hm HEO •lm •Im ./m HdB.] 7.772 H]A1 H.]i1 H.TZ.R >0 Hm Hm Hm •/m .fm +/.ifll +I.752 •1-JZ5 .140.3 .]ffi5 .IRBJ 40 Hm •Im .I • R +1.77.2 H.43 +•71. +l 1 .1334 H81. •/ +/40 a .4 .-]4.3 •.i1.3 Hb8.2 HR4 +141.6 H4.6 1 .2 44 +1m Hm +.7&B ..a4 •ffi9 .I45.6 .l 2 IZ9.7 H37.5 HRO HSp H-T1.2 •Aie I.IDA •Im6 •Im.5 •18(13 HS].7 4B Hm •7]8.3 77&e H-71.9 •I4IIL3 .IR49 •141.5 •ISS2 Mg W •Im •I• .6 H•T4.1 H-]OA H80.] .1ml H59. x 53 N-]81 H-]Ae H- HffiB H-03.1 •51.5 'A 61 +/-V4 •/•TiB ./•70.5 .131.3 +Iffi.6 71742 W .3 H466 60 .I- .fffi1 Nffi 8? H.7t2 .f31.1 M .141 ./35.6 Be +' 3 B]-L0 131 NOTES; O SHOWN. FOR FIANOEDWINDOWS, SUBTRACT I'FROMTHE TINTO.MP DIMENSION TO DETERAUNE THE BUCKDIMEN 7/16- AA WATED GLASS STACK 090-PVB INIERIAYER 3/19'HEATSTRENDI 3116'ANNEALED GLA96 _ USEO AT CURVED FRAME MEMBERS ONLY ®11-718.O.G 6 1) SUCK DIMENSIONS SION. 2) FOR SIZES NOT SHOWN, ROUND UUyTO THE NEXT AVAMBLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SEE IN THE TABLE ABOVE MICH THE OVERAUL ONEN5bNS COMPLETELY FR WNHIN. Window DmIgn Pressure (+F, peQforGlass Type 3 LDp 1n .716 1 72 1 ]I.An e6 W tm 101 104V2 20 +ISO HRO •fm ./m •ISO .lm .fm • m /m «IRO 2 ./m H • • m •Iffi 4/4U •I-00 .lm .Im ♦40 .IRO •R +Im •Im a/m .IRO HR0 .lm 36 +lm +lm .lm •-00 •/m .IRO elm Hm H-0 .Im 30 Hm ./m ./m .l-00 •IRO +l-00 Hm .A]B.4 H4&4 •1- 4.3 40 Hm .Im� +IRO .IRO Hm .l-00 H-fl H]35 •I-]0.9 .l 4 .l-00 .m Hm.m .1 .1• .l-T 1 +l 9. .ffi9 .lM2 m .l40 +IRO • R0 • R0 +An s )-74.1 . 3 •1-07.6 •/R3.B S 4 .I40 +IRO .IRO+1-79.2 Hd&4 H•if.] .IEB.1 •145.1 46 H40 -IRO HR0+/ .2 H•T3 •/ffi. +IE16 50 •/-00 •/-B .IRO .l•]&J •1-T1. •I 32 a-00 .1Ro .IRO •/Ai6 71R95 H •Im ./30 f-me 776 +171.8 H H F . +-00 .1-M. •.714 e2 .140 H-7AB 61 +f• BB H•74 o6 H•T 2 07- 118 .1.149 OWENSION TO DETERMINE THE BUCK DMENSION. C« GLASS TYPE 1 �+- LONG SIDE 6NORT SIDE L �- LONOSIDE �{ SHORT = SIDE -IL- ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 711VLATAMMD P DLASSSTSTACKK I J Ir- GLASS STACK 3/16-HEAT I SHORT WIWTEMPEREDGtAS6 6TRENQTXENED OLASS �1 SIDE 3n 6'ANNEALEDGLA39 -T- 7/16'NRSPACE gY ER 11 L1O}ING ATCURWD SIDE RS ONLY 26vo.c. ,EB.AIRTLEyA r^n.�eM�c 1 EXTER! a n i 111 GLASS TYPE 3 EDGE '--ll GI TANCS EDGE INSTALLATION TYPE A EXTERIOR a VISIBLE MOM EIGHT- 2-V/ EDMENr�. • 2, THIS EMBEDMENT - EDGE ••'•. DIsrANCE 1/4• MAX + ' SHIM EE, ♦: . EMBEDMENT AND E DGEDIBTAN PERHIS S EETE. SEETACE GEE TABLE B,THIS SHEET AT CURVED -' E MEMBERS My �' '• MPO.C.MA% CONCREM=lU I PERANCHOR REQUIREMENT II14 1pr MAX.SHIM --{ F— X12STEEL SELF -DRILLING SMS (G5), STHIS SAS. SHEET INSTALLATION METHOD D INSTALIARONANCHOR UNDERNEATHTHE BEADING —AWRIOR MUESEPERATE N OVFD MUNON (SEE LFR MTE NOAjTEE MINUM, 9TEELFRAMING ORROPER6ND. 6EE6UBSTMTE PROPERTIES. TABLE B,THIS SHEET INSTALLATION TYPE C EMBEDMENT 1/4' MAX SHIM SEE NOTE 2, Typ. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSUBSiMTE. SEE TABLE &THIS SHEET L EXTERIOR 4 11 — DOWBMOMTWIDTH- H-2- 1� WINDBUCKWIWIDTHM4' WINDOW BUDK WIDTH W-TO•M WINDOW WIDiH HORIZONTAL SECTION A -A J r1/4'MAX SHIM 1 1X WOOlED BUCKSTRIP, SEE ND2, TH195HEET CONCRETE PER ANCROR r t • • REOUIREAO:Nf INSTALLATION I _ DI6EraE TYPE B VERTICAL SECTION B-B INSTALLATION EMBEDMENT TYPE B SHEET .. ISHEET S EDGE DISTANCE 1 TABLE B: mew 6hhhlmb Mln Edxh DNbnce W. End,edmvnl Mat O.C. E omot114110368amW . .9ommm (BGeO.OS) yY Ahonlmm X03Ym mh NOy d Steels 0633min P.T. BOMMm PIn1 a am AYNOuq mho 91B' Wm• O.OIB 1B Be 1JIE' 1x' IY IY RIOT O. X12mX14 eleel Bamw(O5) Sed-m Bbm C O.0wOBS"' tY ,.at G'mftM 91B' O.SIS 18 T 1/1.110 BB GobFbv U4• Bleel Ulunean &iB'Steel llhlBe011 Were G TA0001 IArcleb (m1n 353ka1 CorcmM 2854 fbncmD''2d]41 D807 2Ar a• IY 1' 1' 2-tlr 21fr 1�1' 151P 13'6 1 11' 12' tY Gmb DA TM C4m 'Cencrte Dn B.Ob ho � C&0 211 1.111' x•11r 151P 1.Y4• 1 d• lr IY 1Y IN TALLATIONNOTES: 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMEIRAND EDGE DISTANCELIMRS. 2 WOOD BUCKS DEPICTED ON THIS SHEET AS •00. ARE BUCKS WHOSE TOTALTHICANESS ISLES'. oPToO IFUNITCANBEINSTALLEDDIREMYTDSOLIDCONCRETE. WOODSUCKSDEEPICTEpAR' THIS SHEET JURISDICTION. 3 FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHALL BE OF ABOB TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME 4.IF APPLICABLE. LONER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIESTO WHOLE SYSIEAL EDGE r DISTANCE INSTALLATION TYPE E WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2a/4' NOTE2, EMBEDMENT EDGE DISTANCE TYP.ANCHCRTYPE. ME TABLE B, 1/4-MAX.SHIM 4T2 STEEL 'a SELP4BRILLINGSMS (GS), SEE TABLE 9,_ THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G ---••�— EMBEDMENT 1/4•MAX I SHIM r �� E%lERK1R MUNB.DADE APPROVEDMl1WON (SEE SEPERATE NOA).AWMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,TFIISSHEET —�TTT--- 1W MAX SHIM / iXWOODBUCKSTFIP. SEE NOTE 2, THIS SHEET INSTALLATION TYPE F 2, THIS TYP.ANCHORTYPE,EMBEDMENTAAO EDGE DISTANCE PER SUBS IRATE, SEETABLE%THISSHEET v Tf�iW pR_ � 4 lvl 77 — NSIBLELIG r 4YNBOWBUCK WDTH-2- WIBTH-2-Y4' WNDOW BUCKWIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCREIE/CMU PERANCHOR REQUIREMENT m w MM&M DIM= Edp MN. EmGtlmFM Mu aWcbv 02 or41441086 ft. m ro AMK'�^ 60WT6m Al—W >/0• 0.08r• 17 Ebel GeTmB L8• 601Y 14 Oe• 1r P.LI MMm ro 0.0.65) BMW 1a/ 1r fK832F 1B• 12 012W014 IMal Sc"(GS)MURMC A3Bbbo &r O.Om'• 1r SbN 9rtM DE9mrt 3IB' O.wS Oa • tr UP 11088 CrMFIn b G&O) 2 b •14• 1 CgRNb (mN. 1' 1•YP tr 1M'S1 lUIlm.OR ze5N. forzMe n9n.2.B0Ke 1• 1.V1' 1r C.mHU min.2.44b1 brr talY tY .pmi4."cM, nc92 Trr— all +r (Cool."Ql ar ta14' 1 v1T 6b11 UMcCo.""In'Y.4 Co."ub• n) 1-1/4' ta/1• 1r Gmm ab Ae D x•vr tar • tz -MIN, OF3 TKKGF UhTW1U lnC mel/W auw�b8,e }•4 : CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: • REQUIREMENT s. .UM ONLY ANCHOR. LASTED ONTN19 SHEET. FOLLOW EN23EOMEMANO "ODE DISTANCE LIMITS. INSTALLATION EDGE 2. WOOD BUCKS DEPICTED ONTHIS SHEETAS TX'. ARE SUCKS WHOSETOTALTHICKNESS IS LE59THAN 1•ifr.1X`h000 BUCKS DIVE TYPED DISTANCE - ANDEDGE�STANCEPER� T INSTOPTJOI�ATIONTOTHESUIF UNIT CAN BE IBST nOFNSTALLED DIW DBURECTLY TCKST000EENGNE< OBLID CONCREM. V1'OTHER90RABUCKS SAPPRO OBYAUTHORRYHAMNED AS -W ARE 1-In' THICK OR OREATQt. r SUBSTRATE, SEETABLE 9,THI5 SHEET JURISDICTION. VERTICAL SECTION D-D 0. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALLBE OFA SM TO PROVIDE FULL SUPPORTTOTHE WINDOW FMME. 4. WAPPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLION NOAMPLIES TO WHOLESY9TEAL Pf Q 0] o In$y, a eyIM W yny O" mW zd ' r U LWD X C �Z w0 n� 0x �Z 0.Z .N I Z 0 I, LL 0 ^ D $ F• U Y e gs z_ 3 GF a Z w YIaS W ts wa eNll '.eb ••� TYP.AICHORTYPE. EMSEDMENTANDEDGE EMBEDMENT DISTANCEPERSUBSTMTE, I SEE TABLE to,TH195HEEf INSTALLATION TYPEI 4 11 uB Earo E9 Ft a W NDOW BUCK HEIGHT VISIBLE LIGHT BUCK ilum- E3/4• INSTALLATION TYPE) EDGE DISTANCE _L INSTALLATION NOTES: TYP. ANCHOR TYPE. EWWWENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMEMBEOMENT AND EDGE DISTANCEPER E SUCKS WHORE TOTAL THICKNESS LESS THAN I-12'. 1%WOOD BUCKS ARE SUBSTRATE, SEE TABLE 10, THIS SHEET B, WOOD BUCKS DEPICTED ON THIS SHEET AS'OC.AR OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLIDCONCRETE. WOOD BUCKS DEPICTED AS'R)f'ARE 1-1R'THICN OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY MMNG VERTICAL SECTION F-F IRMISDICTION. 3. FOR ATTACHMENT TO METAL: THE SMUCNRAL MEMBER SHALL BE OF A SGS M PROVIDE FULL SUPPORTTO ME WINDOW FRAME 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION WA APPLIES TO WHOLE SYSTEM. V WOOD BUCKSTRIP INSTALLATION OR FRAMING. SEE INSTALLATION NOTEZ.THISSHEET TYPE J TYPE K ;it; EDOE A% EDGE DISTANCE —+{ D DISTaICE O BUCKSTRIP 1:(NAOOAMING.RIPORFPANON45EE THO SHEET NOTE 0, THIS SHEET tA•MAX TYP. ANCHOR TYPE. EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE. /1 SEETABLEIO.THISSXEET 1A•N INSTALLATION TYPE L 010STEEL SELF -DRILLING SMS (GB), SEETABLE 1D. THIS SHEET %WOODBUOKSTRIP ;SUM I EXTERIOR R FRAMING, SEE �� R OTEETHISSHEET V ll � L 4 71 V II VISIBLEUONTWIDTN•�� F•--- wlNlxrN eucKYADTH-zam WINDOW BUM "M HORIZONTAL SECTION E-E �IIP MAX SHIM M�pl-DAOE APPFKMI) MULLION1 (SEE SEPEMTE NOAIMK,A NUM, 5tEEL FRAMING OR SIEEI..6RUD. SEE SUBSTRATE PRGPERTES. TABLE 1D."IS SHEET EMBEDMENT Iws iv. McKa subtmiF MIn EllOa f%elance Mu. 0.4 el 2-trJ°%A13'BIM NNI P.T.SouNan PND 80M.65 P. . SIMIaO Pme GW6B P.T.Ba0 pmo W.E6 P,T.600maA PMe •O.e6 0.W7'aunMlnum, fi06t7.76 min df6' 31B° S d e• Y-12'%.131•Cemmm NoO 24Q'x.1 I=I Nei 01ox1•siniSISAV d1� P i115'AS6Sietl 61 6• 1 6- 0.041P Lem BbN 91W 18. 33 8114 1 w e �Sw o < y SAD 0 � � 'g tMi x N z o d Dt�LOT n� pp T(D niND r �z o-z F LL 0. ® IR I WB .i�Jf Z Z aOa J < z 25 LL LL mu -aaw wP INSTALLATION TYPE M 'FORTHIS INSTALLATION METHODONLY, ANCHORS MAY BE NO MORE THAN V O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT SEE Z W000 BUCXSTRP INSTALLATION TYPE OR FRAMING, SEE NOTEZ,THISSHEET FORTHISINSTALLAYION EMBEDMENT' METHOD ONLY, ANCHORSMAYBE NO I.... 1M'MAX •MORE THIW B'O.C. SHw WD00 BLICKSEMBEDMENT TRIP FRAN . SEETE �1M•MA% k2X 2, THIS SHEET TYP, ANCHORTYPE, SHIM _ EDGE DISTANCE EDGE um DISTANCE DGE �CRETEMMU PERANCHOR REQUIREMENT HVMAXSHIM —•I r-- VISIBLE INSTALLATION TYPE 0 LIGHT 4EIGNI FORTHIS INSTAl1ATION MNDOW ' METHOD ONLY, BUCK ANCHORS MAY BE NO HEIR. • MORETHANWO.C. 23J4 612STEEL SELFORRUNOSMS (W5 SEETABLE10, LMIS SHEET 21 TYRANCHORTYPE, B EMBEDMENT AND EDGE 01STANCE PER 5UBSTRATE, SEE TABLE 11. THIS SHEET 6 riM•MA)WIUM _4 INSTALLATION 11 1X WOOD SUCKSTRP, TYPE N SEE NCTE 2, TMSWEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE2,THISSHEET LZ� VISIBLE MOM WIDTH= L'l 1� WINDOWBUCKWIDTH•2.3W WNDOW BUCK WOTH EMRIOR V MWM143ADE APPROVED MULLION STEEL FRAMING OR STEEL STUD. BE SUBSTRATE PROPERTIES, TABLEII,THISSHEET HORIZONTAL SECTION G-G EMBEDMENT Zt. ' i. ? -'! I EDGE DISTANCE OONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR v ArolwT BublRb ds� Mln. Fmetlm0nl Mek. QQ 8 tl 02 NM4410 SB SIMI P.TB mPiro So-0.55 NWN fABY Mn. B e O.OeY •' e e' A311SMM SIB• 0.003' • 8' SWI6 GT. 3B m1t. SIB' OA15• fem 0• 012NBM61A Ift-405) P.T.S"m.Pha o-0.05 MIS' tST B' auMlum.B0e3-TS Mn A3BISID,S�j e• 0. •• 0• Ye• 0.0BY •. 0' SIMIS GT.wmM. 310• e.IMS' le to 4 VP4IDSSQBWF TM CBD Ct,,Im fi nt. 3ASk 2-1/Y 7-014• 1Y Y 131P . 1Y VI'BIAd UDlusit CancmN 2e5 kN CPn"INP .2.BSk 1' HV4• 12' 2- 1310' 1Y 0 ply TM Cep 2-VY ' tY CMU 8TM C60 YIQ' iJI1' 1Y M70'6teel ylmom Q" w K3.e1, 1.114 fall' 1Y GmW140MV _ TM caS 2-VY f31Y tY •MIN.DFBTHHeweVo' n tINSTALLATION NOTES: IE4f ' • H ) 1.USE ONLYANCHORS UI ON THIS SHEET. FOLLOW EMaEDMENTAND EDGE DISTANCE LIMITS. • f 2. WOOD BUCKS DEPICTED ON THIS SHEET A9'1X', Atui BUCKS WHOSE TOTALTHICNNE551BUMDEFITLESS AN ED AS vXARE I.I X W000n' THICK OR GR ARE TEFL EDGE • OMONNALNVALAIIONTO THE 3U IBSTRATE OFDIMMWOOD BUCCKS TO BECENOIC NE ENGINEERED BY OTHERS ORASAPPROVFD ASY�ALJMOR17Y HAVING� DISTANCE JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF SIM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME VERTICAL'SECTION H-H 4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. G O N v N VrC O^ 0 afyyro O � W t•1 O� N� o g W N n d UU xN w c � av u O � Io�onK A� 00 oa pz 0.z O F J5 Q � e Z € z WZ{y 0. 1- z oll'I 'uM u.a5 ANGLEOIOURYED FRAME A95E1.®LY ALLCORNERSTO USE GASKET AMIOR SEALANT Op k E♦YBOSSES WA"ATALLfARNERS AS DETAILS FOR FIN FRAMES BO• COitNEit FRAME ASSEM&Y ANOIEO/IXIRVED FRAME ASSEMBLY �.-- xae4• .074- I Derr 074• I oet, -Tr-{I o]�— r .oar ,.376' 1 �� ta]6.1 1 ,e7r �. �. fio0• Oar ,mrsoo .��� .osmmx° r—^iF�— .ow" j �4f aar _ Aw NGEE O#4263C 6068-T6 O#4 85FRAME . 608 6 L_ .07T 3 FIN FRAME #4256, SOWS L ,zar �3116' 8,14" 4 GIASSBEADING R4256, 6088-T5 BUM KODISPACE 76 4SG TPS STRUCTURAL WITH DESICCANT SUPER ]6 SPACER®NXT" partal Description Materiel 75 Kommeding 4SG TPS Spacer System See this 76 Ouanax Super Spacer n%rxdh Hot Melt Butyl Sheet br 77 Ouanex Duaseal Spacer Materials 76 Cardinal X. Edge Spacer DURASEAL® SPACER �- .e .9)6' I.G. GLASS 6 BEADING 04254,6063-T5 rr.= STEEL XL EDGEm ]a SPACER -�{ t.aar I+- 09e� INSTALLAnDN 6a FASTENER COVER 04270, 6063•T5 SEAL mt JR•a61a6tl6•ADOEDTH,,' ._11 �+ WITN bPACERBa MOVED_ ,y i MIA}�MI•DADE MIAMI-DADE COUNTY ME - PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENTRESOURCES 259FI BOARD AND CODE ADMINISTRATION DIVISION ®786) 3150 F (86) 315 2599TIN(REhECEIVE NOTICE OF ACCEPTANCE (NOA) mm.miamidade.gov/economy Gensteel Doors Inc. SEP 13 2017 4950 Hickmore Street PERMITTING Ville St. Laurent, Quebec, Canada 114T1R6 St. Lucie County, FL 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 -Dada 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 AHD 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 "GenStorm" Flush Outswing Steel Doors APPROVAL DOCUMENT: Drawing No. AD10-09-001, titled "Genstorm Opaque Outswing Steel Door System (LMI)", sheet 1 through 8 of 8, dated 10-22-99 and last revised on AUG 03, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, 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 Missile Impact Resistant Limitations: 1. Doors are rated for water infiltration requirement w/ threshold B (w/ item #22 & cell foam tape entire frame perimeter) 2. Lock Options # 1, 3 & 5 in sheet 6 require total two (2) flush bolts (top/bottom) on the corresponding panel. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4TIK6 Comwall, Ontario, Canada K6117M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been �d t h , - in the applicable building code negatively affecting the performance of this produc TERMINATION of this NOA will occur after the expiration date or if there has been a revisren or age PeY- materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:.A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-0526.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADECOUNTY NOA No. 16-0407.10 Expiration Date: July 14, 2021 Approval Date: June 23, 2016 Page 1 , Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-09-002, titled "Genstorm Louver Outswing Steel Door (LMI)", sheet 1 through 8 of 8, dated 02-05-2099 and last revised on AUG 03, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #15-0526.04/#12-0223.32 /#10-0121.07/#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Causo, 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(PMK177T threshold) 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 marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (#05-0127.11). C. CALCULATIONS (submitted under files #15-0526.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5t1, Edition), prepared by MCY Engineering, Inc., dated 05/15/15 and last revised on 08/03/15, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 6745 per ASTM A370-05 dated 12/01/11, issued by Fenestration Testing Lab, signed and sealed by Martin D. Brinson, P.E. (submitted under file # 10-0125.03) F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition), dated 08/03/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E.(submitted under files 915-0526.04) 2. Statement letter of Lab. Compliance, as a part of above test reports. G. OTHER 1. This NOA renews NOA #15-0526.04, expiring on 07/14/21. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. Ish q L Chanda, P.E. Product Control Examiner NOA No.16-0407.10 Expiration Date: July 14, 2021 Approval Date: June 23, 2016 E-1 w MAX. - MA% (m) wlecwv DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR RMII Y 6(X) As OR L L\ SILL CORNCORNERS TYPE( SINGLE DOOR TYP. ELEVATION TO BE USED WDH 3 ia^�^ 3WOPSI MIN G20UI FILLm11EA0UAMB �+ � e P Q1a Ce G as e UCI REh =8 u.mpyl=I am e. PoMIs�M1ea Ne/C-0 ./D =. E R+PInUn. V y y2/ III ry By fE EE rE3-;2 WIRE ANCHOR LAYOUTTYPE G THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTM THE-WOODSUCKSBYOTHERS MUST BEANCHORED PROPERLY OPTIONAL EMBOSSED DOOR LEAF PATTERNS: L REQUV3EMENTSOFTHE5THMMONFLOWDABUILDINGCODE(2M4)INCWDING TOTRANSFERLOADSTOTHESTRUCTURE. HIGH VELOCITY HURRICANE ZONE (HVHZ). 4Tw, -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED .Ipyy�Tpl DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. IN DESIGN OF ANCHORS INTO WOOD ONLY. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE . DOOR PANEL: MIN.20 O0. (0.039) STEEL MIN. Fy=42 KSI MIN., I ISORI9NOENTIRE ERIME NGUE EROFF AMELF ADHESIVE CLOSED CFILFOPM TAPETO FUIDOOR RSME: � �®��®���� ®® ® ®® BEAPPVED ENTIRE PERIMETER OF FRAME} pppR FRAME: MW, 18 GA (0.04B1STEEL MIN. Fy=42 KSI MIN., Fu • 0 KSI MIN. ANCHORSSHALLBEASUI D. SPACEDASSHOWNONDETAILS, ANCHORSEMBEDMENTTOBASEMATERW.SHAILBEBEVONDWA DRESSING . DOOR PANELSTAWLESS OPTION:20 CA.(COM STAINLESS `IIIIIIII", OR STUCCO. STEEL DOOR PANEL MEETING MIN. Fy^ 42 KSI, N- M KSI MIN. \\�� \NAN OR BETTER MAY QUALIFY HAVING'MIL-CERTIRGTE' AS A ANCHORING OR LOADING CONDITIONS NOT SHOWNINTHESE DETAILS VERIFICATION OFTHEAVAILABLE MIN. YIELD STRENGTH. MLODUCt REVISED Q\' I p y-pyp'j ARE NOT PART OF THIS APPROVAL smwvbMw100w FbHv - a - MATERIALS INCLUDING BUT NOT LIMITED T09TEEVMETAL SCREWS THATCOME -WORPA STAIN WOPTION:20GA.(0.098'ISTMI SS INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1, tMEET THE STEEL DOOR PANEL MEETING MIN Fy=42 KSI, Fu=63 KSI MIN. REQUIREMENTS OF THE 6TH EDITION FLORIDA BUKDINO COOS (2014)SECTION AG OR BETTER MAY QUALIFY HAVING W"ERTIRCATE'ASA APPLICABLE VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH. - METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS NOTES: IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE SUILDWG STRUCTURE EGRESS REQUIREMENTS TO BEREVIEWED BY BUILDING AUG 0 3 2015 # SIRQ I OF 8 TY ICALTY ICAL THRESHOLD ' umoHRmlmvATSwKq � TYPICAL THRESHOLD tn1 M R maA1FA1F80V12PBi HEAD DETAIL A HEAD DETAIL A TYPE& 5I1W DIA. ULTRACONS BY ELCO' PwMS KSI F.-1T2"I (TYPE Al) DIRECTLY INT02BY WOOD BUCK (TYPE A?) DIRECTLY INTO k-3000 PSI CONCRETE 1-0R MIN, EMBED 2-IM' MIN, EDGE DISTANCE TYPE B. 3W CIA. HLC SLEEVE ANCHOR BY NILTP (TYPE BI) DIRECTLY INTO W000 PSI CONCRETE. 3' MIN. EDGE DIST. (TYPE 82) DIRECLLY INTO1�000 PSI CONCRETE BI-=. 3 IIT MIN. EDGE DIST IAA MIN, EMBED ME C. W OIA SLEEVE ANCHOR BY WE.FIT' DIRECTLY INTO M=4000 PSI CONCRETE, 24W MIN EMBED OIRECTLY INTO IC+2000 PSI CONCRETE BLOCK 1-M4' MIN EMBED 3-1Q MIN. EDGE DISTANCE TYPE O, VW CA POWER BOLT BYPOWERS' DIRECTLY INTO f&3000 PSI CONCRETE 24M' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE E. SN6'DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS10R STST INTO METAL STRUCTURES (STEEL OR ALUMINUM MB° MIN. THICK) MB' MIN. EMBED STEEL: Fy- 36 KSI MIN. ALUMINUM: BOB&TO MIN. (STEEL IN CONTACT WMH ALUMINUM TO BE PLATED OR PAINTED) TYPEG. WIREANCHORIFY=6DkW M.,TLOn0 0.17301A STEEL MRE ANCHORS EMBED INTO CONCRETE BLOCK APPROVED HEAD DETAIL { HEAD DETAIL A TYPICAL ANCHORS A THRESHOLD: TYPE F. 114.OR&WDIA. ULTRACONS SY'ELW Fy-165 KBI Fu=1"KSI DIRECTLY INTO (N--3000 PSI MIN. CONCRETE 1-1/Y MIN. EMBED 2-1M MIN. EDGE DISTANCE TYPEFI. 114-TAPCON BY RW Fy a SO KSI Fu-120 KSI DIRECTLY INTO K-30OD PSI MIN. CONCRETE 1.10 MIN. EMBED 2-10 MIN. EDGE DISTANCE SE LAN' ALL FRAME JOINTS AND CORNERS TO BE SEALED WRH SIDCONEAT PERIMETER FRODUCFREYISW �tNp vUk W kloHfo fRODUCI BCnLWW me nonm LWSk �wkr s2 '6Y mIdIq Co, B614N2 .N Anephem Nomj� Evklnew Tlviv / SG .CL1...� I AUG 03206 O Y c. ®: 1orY, 1` AD-OD-001 sx>m.T z ov 6 D GROUT FILLED ° 1f4 MAX. SHIM SPAC WREANCHOR (SEE ELEVATION FOR SPACING) h(4){"•20 Xe NIS •'J/I Or B14 a1' SMS SEE SHEET 2 FOR ?. TYPICAL ANCHOR (SEE ELEVATION 0 =0 O FOR SPACING SEE SHEET 1) IRIKE PLATE 1TH (2) #12 SMS A 114" SHIM 'g" r 24' SLEEVE ANCHOR EMSEDED 1-k INTO CONCRETE HC822 REMOVABLE MULLION WIREINFORCEMENT LOCK OPTION IVES SS 4531 MOUNT FLU: © INACTIVE ACTIVE OO EXTERIOR #S%i SMS ° ,, o'm 12' O.C. 12 OPENING WIDTH E (SEE SHEET I) = me 3H MAX. FRAME WIDTH (SEESHEET I) a� n W W�W G LOCK OPTION#1 03 SERIES 8200 SARGENT MORTISE LOCKWf SURFACE SOLT9 (INACTIVE)W� O e a 0 © LOCKOPTION O 1 ANCHOR (SEE SHEET S) Q I NACTIVE ACTIVE A. ANCHOR 7 i HUH °n ° o" L13 ' I I }g{ o ®;off 5 4 EXTERIOR �r u z 9 LOCKOPTION#2 uRU#UC�R6yLWy'p JJ PRECISION HC2100 RIM PANIC IXITWI HC822 REINFORCE MULLION Py IMhUn B°W1, Cme in Meepleerh Ne C f•°pinyw e^ PROWtf f1EV15FL - - rn�p hPwll�Ihe PlaNr y7 �v MY�I bW - Y 'c ^22PEMKO375ASTRAGAL W/SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED U' Bms ME CWW of R P.t:' PoEC151 n MMN. ' PE /b5B4A •,�C.Sv/GPI A1- -• _ - s�sT s ne e m, DOORJAMBIFRAME 1S GA STEE 44°LG ANGLE �I 6" DIA. ULTRACONS ° (13° EMBED) BOTTOM CORNER ANCHOR DETAIL SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) - 22 PEMKO 375 ASTRAGALWI SPONGE NEOPRENE NOT REQUIRED. IF WATER INFILTRATION NOT NEEDED SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) INACTIVE ACTIVE UD 8 EMA ANCHOR AT EA ANCHOR "PRECISION" HC 2300 y "PRECISION"HC 28DO CVR LOCKOPTION IVES SB 453 SURFACE MORTISE PANICEXIT) SEE SHEETS MOUNT FLUSH BOLT g � � I r 1 kf 1 CONCEALED ✓ .0 / SMS \ EXTERIOR n/ Ani VERTICAL ROD 1 nol LOCK OPTION #3 Q12°O.C. A. 'PRECISION' HC 280D PANIC DEVICE W/CONCEALED VERTICAL ROD(INACTIVE) / 'PRECISION" HC2300 MORTISE PANIC EXIT(ACTIVE) VVI a) SURFACE FLUSH BOLTS I Q VA HOR ACTIVE mo0 c cuvcrm_ wonreR onn -, INACTIVE SHIM SPACE ^^ vem n;n�nuu v �yl EXTERIOR #8X1W SMS 12'O.C. A<a LOCK OPTION # 4 #+N "PRECISION" HC O PRECIS ON" HC2DEVICEaO PANIC 200 PANIC DEVICE W/ SURFACE VERTI/ CAL ROD O �µWyI D C 8 EMAANCHOR ACTIVE INACTIVE 3 AT EA, ANCHOR LOCKOPTION Pn� 0 b (SEE SHEET B) 4�4$ IVES SB 453 SURFACE MOUNT FLUSH BOLT L 114"MAX• ° SHIM SPACE ® #S#IQ' SMS®12°O.C. Pi EXTERIOR LOCKOPTION#5 °PRECISION" HC2200 PANIC DEVICE WI SURFACE VERTICAL ROD (ACTIVE) / °IVES° SB453 SURFACE BOLTS(INACTIVE) m 11 .user 4 ov n I I SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FORSPACING SEE SHEET 1) SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 4ANCHOR IN VONDUPRIN LOCKOPTION A. ANCHOR ACTIVE (-9847 (CVR) (SEE SHEET e), HC 2800 ACTIVE (CVR)-� n VERTICAL ROD S' #6 x 112" SMS EXTERIOR @ 12" GO. Q LOCK OPTION # 8 1 "VON DUPRIN° 9847 PANIC DEVICE W/ CONCEALED VERTICAL ROD/ 'PRECISION' HC2800 PANIC DEVICE W/ CONCEALED VERTICAL ROD © O QS EMAANCHOR NON DUPRIN'9875 PANIC DEVICE AT EA. ANCHOR CD Ins LOCKOPTION (SEE SHEETO),(5}� O EXTERIOR SINGLE LEAF LOCK OPTION # 7 'VON DUPRIN" 9875 MORTISE PANIC EXIT DEVICE) " 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED I m 2 z U 0.� a, n WN P 28 q 2 i W Z 53j A PAD9UC7 Amc w m% E A- N• -e o7•/0 -S� xr �N ® }llodM x�0 �1 io'er Am EEEIIII ��! ww'' W 'n cG . b,._SF-- M�nA YI n WA l�efll9XW' ACE151R4110x ', PE 955y93 '.Y �" AD-09-001 8N6'6P 6 O] B AUG U3 LU1] LOCK DOUBLE DOORS ONS SE HINGES 3 PER LOCK OPTIONS ACTIVE PANELS COAN APPLY TO IINGLE DOORS HIND LOCATED STEEL MAX If FROM TOPF. P OF DOOR CENTER LINE OF 1ST HINGE. BALANCE TO BE OPTION 1 OPTION SPACED OUT NOT TO EXCEED 37.1 YlW MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY 912-24 x I (PRECISION RIM EXIT W. MULLION) FLATHEAD MACHINE SCREWS. ACTIVE LEAF: ACTIVE LEAF: "SARGENT' 8200 SURFACE MOUNT MORTISE LOCK WITH 'PRECISIOTC21M RIM EXIT PANIC DEVICE. SURFACE HANDLE WITH SURFACE MOUNT METALLIC DEAD -BOLT. MOUNT LOCATED 41- M- FROM BOTTOM WITH BY (4)10.20 x LOCATED 3B" FROM BOTTOM WITH (2) 8.32 x J' FH MS 1-1/4" OH MS wncm. me INACTIVE LEAF; ° INACTIVE LEAF: "4°LONG 18 CA STRIKE BOX TO BE FASTENED BY(2)k12.24 "PRECISION" H02100 RIM EXIT PANIC DEVICE. SURFACE SCREWS MOUNT LOCATED41-314" FROM BOTTOM WITH BY (4)1/4.20 x "IVES' SN53 SURFACE MOUNT MANUALLY OPERATED FLUSH 1" FH MS REINFORCED BOLTATTOPANDSOTTOM. WITH(4)1/4Q0xl-3/8°FHMS REINFORCED MULLION: DOOR EDGE CONSTRUCTION SURFACE MOUNT METAWAT C STRIKE PLEAT FRAME HEAD HU22 PRECISION HARDWARE REMOVABLE WITH (4) }' 20 xi- TOBEFASTENEDWITH(2)#10x IA14°FH EMS MSORAI4xl'SMSATMP. J"x 2a" SLEEVE ANCHOR EMBEDDED I+INTO CONCRETE AT BOTTOM. OPTION 3 OPTION 4 ACTIVE LEAF: ACTIVE LEAF: "PRECI— SIGN HC2300 MORTISE PANIC EXIT. SURFACE MOUNT "PRECISION" HOMM CONCEALED VERTICAL ROD TWO POINT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. LOCK SYSTEM WITH PRECISION PANIC DEVICE WITH (4)1044 0 WITH (4)10 x 1.1/4"FH EMS x IAW. LOCATED 3242 FROM BOTTOM sRWI1C1 RSREIWII .., INACTIVE LEAF: INACTIVE LEAF: �coixpglnNN19eVY�2t 'PRECISION° H02800 CONCEALED VERTICAL ROD TWO POINT Bmdlpe2Cvle� LOCK SYSTEM WIDI'PRECISION" PANIC DEVICE LOCATED °PRECISION' HC2200 SURFACE VERTICAL ROD TWO POINT Aen uen No 40° FROM BOTTOM WITH 10-24x1-1W ON MS LOCK SYSTEM WITH PRECISION PANIC DEVICE WITH (4)10-24 Mpin8a bb I x1-1/4" ON MS. LOCATED 39.1/2" FROM BOTTOM (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2)114-20 FH ME OPTION 5 OPTION 6 ACTIVE LEAF: ACTIVE LEAF: "PRECISIOM HC22W SURFACE VERTICAL ROD. 'VON OUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC (4)10 4 x 1-1/4" ON MS. LOCATED 39a 4" FROM BOTTOM DEVICE WITH (2) 832 x SA- FH MS. LOCATED 39-W4' FROM BOTTOM INACTIVE LEAF: INACTIVE LEAF: IVES' SB483 SURFACE MOUNT MANUALLY OPERATED FLUSH "PRECISION" HC2800 CONCEALED VERTICAL ROD. SURFACE BOLT. TO BE FASTENED WITH (4)12 x 1-1W FH MS MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE NTH (4)10-24 x 1-114'. LOCATED 30.10 FROM BOTTOM OPTION 7 SINGLE PANEL DOOR ONLY: "VON DUPRIN" 9878 MORTISE PANIC EXIT WITH (2)8-32xn'FH MS. LOCATED 3MW FROM BOTTOM 9N AUG 0 3 7915 2� W 00 �RRRzy S �n O 0 0l0 N o X m O ga 2Ya y O m y A D ti ® w 30 BA 33 Fo D 3 ew tl.> �G E==3 R > G li ' c ' & � e � O 72' U 0 N - Yi m ` N o Yz' NICY ENGINEERING, INC. QL ING CO ULTMT' 11 SW W4 AYE SM 205A E Wi271.0117 iT_ Mies F. 78&S]&5085 ICYO . 1ICY.Sv�neQlraBB� IN wm BILL OF MATERIALS ITEM PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 STEEL OR ST/ST AS READ. FRAME HEAD/JAMB (5-1' x 2') 18 GA. (0048MIN.) Fy= 42KSI MIN. 2 PMK177-T ALUM. 1 THRESHOLD WITH THERMQ SEAL INSERT PERKO 177AT W/ THERMOSEAL(T) 3 STEEL OR ST/ST AS REDD, DOOR PANEL 20 GA. (04300 Fy= 42 KSI MIN. 4 DRI010. STEEL AS REDD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 AS REDD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 STEEL AS REDD. 2-(i' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL 7 HCH22 STEEL AS REDD. 2' X 3' X 1/8' REMOVABLE MULLION PRECISION HARDWARE HC822 Fy = 46 ksl 8 FA3010 STEEL AS REDD. EXISTING MASONRY ANCHOR GENSTEEL 9 1 SB453 AS REDO. SURFACE BOLT IVES SB453 10 FR1200 STEEL AS REDD. 1-J' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FAI040 I STEEL 2 FLOOR ANCHOR 18 GA, (1-h' x 1-}' x 4-}' LG) GENSTEEL 12 HR2000 I STEEL 3 PER LEAF HINGE DUSTBOX GENSTEEL 13 HRI03D STEEL 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 14 DR1700 STEEL AS REDD, MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REDD, ASA STRIKE BOX GENSTEEL 16 179-454 STEEL 3 PER LEAF DCREX, HAGER 0179-454-15 HINGE STANLEY 17 FA3030 STEEL AS REDD. MASONRY WIRE ANCHOR 173 DIA. IB STEEL AS REQD. 20GA. BUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 OPTIONAL THRESHOLD WITH THERMO SEAL INSERT PEMKO 2005AT W/ THERMOSEAL(T) 20 PEMKO 315 N 1 PER LEAF. WEATHERSTRIP AT BOTTOM OF PANEL PEMKO 21 STEEL 1 PER MULLION 1 1/2' x 2 1/2' FULL LENGTH STEEL HAR REINFORCEMENT A36 PRECISION HARDVARE HC822 INSERT 22 PEMKO P375 - AS REDD. PEMKO 375CR ASTRAGAL WITH SPONGE NEOPRENE PEMKO WEATHERSTRIP APPLY WHEN WATER INFILTRATION IS REQUIRED 23 HONEYCOMB AS REDO. INSIDE OF DOOR PANEL GENSTEEL CORNER FRAME CONSTRUCTION PRODOCTRBVMW bdiMo•oOb Mnwm" FRODUCI NOhBWEO Acm bw Na - ?bd er �angrinO �Am meexML DMro(�M eemmnnroNol-OY07.0 �Sk BrPlnlbna v 7<2I C� WD eil AUG 03 20b �m MET 0 OF 4