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HomeMy WebLinkAboutNOAMIMI®MADE SCANNED MIAMI-DADE COUNTY By PRODUCT CONTROL SECTION St. Lucre Count 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 OF ACCEPTANCE A Miami, FL 33166 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. APPROVAL DOCUMENT: Drawing No. W12-29, titled "Series ENV450 Alum Window Wall Sys. (L.M.I.)", sheets 1 through 12 of 12, dated 06/04/12, with revision B dated 09/24/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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 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 revises and supersedes NOA# 12-0702.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. a OA No MwMfnaoe courrry V121 03A � ,..., , Expiration ate:..Sept 2 Approval a fe: October 25, 2012 /0/J811� Pagel Enviralum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-29, titled "Series ENV450 Alum. Window Wall Sys. (L.M.I.)" sheets 1 through 12 of 12, dated 06/04/12, with revision B dated 09/24/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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) Drop Test per ANSI Z97.1-2009 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6678, dated 03/20/12, and addendum letter dated 08/23/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA# 12-0702.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with-FBC-2010, prepared by Al—Farooq Corporation, dated 06/13/12, 08/30/12 and revised on 09/22112, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA# 12-0702.01) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. anu rez P.E. Product Contk9jXxaminer NOA No.12-1003.01 Expiration Date: September 06, 2017 Approval Date: October 25, 2012 E-1 Enviralum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated June 09, 2012, issued by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA# 12-0702.01) 2. Testing Proposal No. 10-1236 issued by Product Control, dated 12/20/10, revised on 01105/11, signed by Manuel Perez, P.E. (Submitted under previous NOA# 12-0702.01) G. OTHER 1. Notice of Acceptance No. 12-0702.01, issued to Enviralum Industries, Inc. for their Series "ENV-450" Aluminum Window Wall System — L.M.I., approved on 09/06/12 and expiring on 09/06/17. M noel P.E.' Product Contr 1 E miner NOA No. 2-1003.01 Expiration Date: September 06, 2017 Approval Date: October 25, 2012 E-2 E i u 3 SERIES ENV-450 ALUMINUM WINDOWALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPR'O LARGE MISSILE IMPACT RESISTANT DOORS, LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIB PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PRE NOT PART OF NIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WIN OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, D DG. HDGHT, WIND ZONE USING APPUCABLE ASCE T STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOTD CAPACITY OF DESIRED GLASS SIZE. STEP 3 CHECK NULUON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 & 4 MR STOREFRONT MILLION AND SHEET 8 & T FOR DOOR MUI.UON. THE CAPACITY SHOULD EXCEED THE OFSICN LOAD. STEP 4 USING CHART ON SHEETS S SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPOOFED IN STEP I ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L. OPNG. SEE SHEET 2 A 18' MAX. H�' ELD 9 b N J ' o C B I I I I I I J/4• XFAD/SILL y IB' NAX. CORNERS SILL SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.500" FRAME HEIGHT = D.L.O. HEIGHT + 5.500" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK. 6 PRODUCTRBVLSED as wmpl,i rIG Ovid, Um FImi6T Bmldiog Coda A o�Pw, Ml2-f003. o1 an Der" By Miem D adet! %,v Drawing no. W12-29 sz-z �n I rn I I j _ I ssVE SNO11d0 ONIZVTO it A i O S ^yl SS 'dhL m- I srn0 O.N3tll6 1tl3H .f/L f r 6 30tlds aro .Z/l SSYIO O,N3a1G ltl3x .4/1 ANOdna, AB SYIDA9LN3s ujV Z tl VIH31N1 .060' m C2F .1NOdnO. 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'6ALa 'R'NIY[ON 53dA1 sSY10SSM dSd - A113YM am SMO I'YII 0001 1 0'G9 0'S9 .OzI .Of ,Z4 - .9£ .00 O'ICt O'OOL 0'06 006 PIC& a'OOI 0'O6 a'OB O'ICt O'OOt Oros 0'OB 9'GOt Toot - - .611 .YS .9Y ,ZY .92 .0C Sill& Wool TIN 0'99 0'IC& Toot 006 DIGS WIC& O'ODl TOO TOO O'ICl Tool P08 P06 1*901 POOL .WI .LS .YS .Bf ,Zb .BC .M Will 0100L 0'G9 099 9'GZ1 0,00L V. 0'S9 0'I£1 TOOL 0.06 005 O'ICL 0'001 0'06 0'08 O'1Cl O'001 0'O$ 008 Z'60l Tool - ,ZOI .OB ,f9 .W ,Zf .9£ .M 9'9tl O'OOt 0'£9 0'GO I, B2& a'Oak 0'06 006 0'I£I O'OOt Talk Oros 0'IC1 POO& Tog 0'06 WIC{ 0100L 008 006 V91I O'a0I 0'GB Tell .B6 .09 .b9 .9f .L4 .9C AC P931 0001 099 099 O'ICt 0001 0'06 006 WICI O'p 01 V06 WO6 O'ICI POO1 006 W09 VICI Took 005 006 9911 O'001 0'69 0'G9 '00 ,Z/I-99 .09 .,a .9Y .zb .02 .0£ OWL Tool 099 O'S9 PICI 0'001 0.06 006 TIC, 0001 -a- W06 WILL TOOL 0-05 D'06 WICI O'D01 0'05 0'O6 WICI P001 0'05 Oros L'9ZI O'001 0'GB 0'GB ,49 .L/I-99 .00 .4G .9f .Zb ,9C .O[ P1C1 O'001 0'06 W06 O'1Ct O'001 0'O6 V06 a'&C1 Took 0'O6 0106 WICI O'G01 0'06 Pail PICI O'001 0'08 0'OB W ifI TOOL 0"06 Oros O'ICI O'OOl 0"CB 0'GB i� .O9 .f9 sf .9[ D'1C1 O'001 V06 0'08 a'LC1 0'001 0.06 0.06 D'LCI W 0'O6 0'06 o'til O'001 ool o'Dfi D'De O'1Cl O'001 Oros D'06 A Alta - Al av"a am SSVID UNSECURED JAMB/MUWON DESIGN WAD IBNOUT CAPACCT3 MTEWIBDYTE - PSP BORMOMTALS DESIGN WO CAPACIM - PSP UNSECUM JAMB/11UMON 111MOUT MlH1MIDIATe 001120N'JAL9 JAMB 'it' imB '12' J"B 'JB' JA6® W' KOMMOM DIMS. MULLION'NI' MUIJ.ION W2' MULL'MS' MULL'M4' w01X Itlf i U., E%).(i) IM.(') E%LNI, WLl-) l)w(-_) E%T{i) IM(-) 30• - - - -65A . 55.0 FOR SECURED JAMBS CONDITION35• ]s•- - -B5A 650 SEE SHEET 9 OF 12.42• ♦3• - - - - No 11.04B•]380.0 M' - m.o m.a JO' - - - - 65A 550m.0 w - - - - 65.0 1 65.0 N• 144• - - - .D UNSECURED JAMBS ♦6• - - - - 63.0 eAo 5 5 9 ♦ I 10 ♦ I + 1 { 1 5 ♦ 6 4 5 JAMB 'it' JAMB '12' JAMB 'J9' JAMB 'J4' N^4 Si W^J la PY4 Sz IH"] li N'4 Si II!'] Iz W l Bi -3 4.51f0 1.9 6.21 ]0 2.6825 AI.NIINIfAI B.21i0 2.6g25 ALUMINUM 4.5110 1.953] STEEL 1. 46 S'PBEL 10. 1. TOTAL 10.1]95 iaTAL 1{.1218 nMW ihSR 121 h4W rh5a%20 9 3 B 10 3 1 B B 3 1 3 1 3 1 9 ! g 10 �S YULIIaN EMI' MDLI]DN 'M2' MULLION 'M3' MULI.IDN '114' IR? 1,1 li IN'1 S[ W J I[ In 9i L9'J ]a M-{ Si IK'J Ix IY♦ 6i Mb G53 B.1JB0 2.I PO ].e)OD J.N2] ALUMINUM ).B]00 J.242) ALUWNUM S.ISBO 2.11 ]O 6TEBL 1.3650 .>]{6 Sl'EEL .5210 1. W1 TOTAL TOTAL I. 9I%1 r h Sa z it 11.B2E5 y yy11 r h 5,4 % 29 IS.J{B9 En010 J0.YAD NINAD PII. PEAL ]0592 9fwSUI,iogwllhlhe PlulEa 441 W2 WS CAN.JS Bei161ns (3001 WIDTH (W) - WI JmMn [Jme )7 AT FRAME JAMB BY N� 2 w? MULLIONS WIDTH (W) - - AT FBAYE MUWON i NOYMAL DIMS JAMB 'JI' JAMB '12' 1 JAMB .1. JAMB '!4' MIALLION'MI' MUMION'M2' MULL'MO' MULL'M4' Z39• 054' pi 0 V 0 W a0> 0 .3 ^ C 0 a I Z Ln� F$, }�J '!OM (Nf i0.W[ MOOxf EIR.(i) Wl.(-) CAT.(i) Ml.(-) fM.(i) IM.(-) IX](i) WL(-) mo 80A m.0 $5A no Sao 100.0 I31A m.0 m.0 es.0 es.0 aD.O 9aA 1N.0 m.a eao NO 55.0 65.0 90.0 90a INN ulA mo 0.0 m.0 90.0 van 'No no 80.0 no 05.0 85.0 90.0 90.0 Imo IJI.O amw mA as.0 goo no Imn ILIA 05.0 m.0 9DO 10A 101A 131A BSA I" NA I.A '31A Jo. ]8• 42• 48• 1. m• m• m0 no 89.0 85a no mA INA IJIA SOO VA SUA m.0 goo mA 1=0 13%A BOA 004 61.0 no NO BOA 1000 I31A NO m.o BI.0 as0 9a0 90.0 Ino 131A mA - m.0 - no 65.0 no 85.0 � 9a0 Ya0 9o.o v0.0 INA 1314 1mA 131.0 So• 36• ♦' 40• b♦' - 60• 6{• ma m0 no no 9W OOA 'we I3,A m0 W. 65.0 B90 90.0 00.0 Imo 1314 NO B0.0 05M no 90A OOA IWO q1A (n -1 ZS i � yl ID�hi (j +i ? Cl 'Q (A m w SJ � O <b ?n� u� O + 9)E ODA 60.0 BI.0 WA 90.0 90A INA I3%D 80.0 80.0 BSA no 900 10.0 INN 131.0 - - BSA no 00.0 00.0 1000 13In ]0• 3B' 12 ♦6• H• m m, 50.0 Otto no 0.0 90.0 90.0 INA 131.0 BDA W.0 BS.O MA 90.0 90.0 10a0 131.0 ma Ba0 fi50 85.0 ooa 0a0 1Wa u1a m.0 BDA no no 90M go.0 1W0 IJtO ._ _ BSA no 904 00.0 INA I],A m.0 90A ImA IJI.O W M' 42• U• SC 95' NA No, no 0.0 90.0 100 1000 Imo NA IOA 810 WA 90A 90.0 INA IJIA m.0 80A no BSA Ball 90.0 100.0 IJIA 8a0 BBO BSA Boa 910 INA IJIA - _BOA - 85.0 85.0 OOA 900 ImA 1]1.0 - - ICA 00.0 IWA 13111 36' 40' w 54' IW' 01.0 810 904 000 INA 131A MO BBO 90.0 90.0 1mA 131.0 - - B90 BSa 90.0 0.0 INA IJ1.0 q k I5 k 95.0 mA 90A 9 90.0 INA I31A - - - 5. 131..0 SB' 43' {B' IN' Oak 90.0 0.0 INNINA - - 05.0 85.0 OOA 90.0 Ing 131.0 - - 83.0 90A INA 131.0 8M1.0 83.E 00.0 gooD p0.a 100A 131.9 994 mo INA, IIOA ]B• {]' {w 114' Bob NO INA 131.0 204 1" 'Dow 13,A 00.0 90.0 WILD I22A - - - - 904 no INA 1088 0 0 SO 05.0 No JB' 43' 4B N' I'M' - - - - 900 WA IWO 31.9 90.0 90A IWO @89 0 m - - - - 90.0 90.0 INA u0.0 - - - - WA 91.9 07.4 D)A B 0a.0 09.0 30' 38' 42• 14• 128• - - - - - - 61.0 53.0 - - - - - - e5A 55.0 _ _ _ _ _ no 85.0 - - - - - - no no tlfavi WI2-29 meet 3 of 12 M' 36• {2• 48• ,32• - - - - - 610 - - - - - - 610 as.0 no - - - - - - no 0.0 - - - - - - no 05.0 JLI A v GVII UNAT(CURBD JAYB/911WON DINGY WO AITH CAPACM 114iER1!lmUTD - HF YNUONTAL9 DESHIM UlW CAPACITY - PSF Nl86CUREU JAMD/mUWON APB mvaltmulln Hom"A18 JAMB 'II' JAMB 'J2' I IAmB '!0' JAMB '!p NOMINAL DIMS. U IJON 'Ul' MUIJJON '92' LL MU'N3' MULL 'M{' b' FCR SECURED JAMBS CONDITION N' - - - - - Bs.a es.a SEE SHEET 9 OF 12. al• IJ°• 4e• m' - - - - - - Bs.O 6aA Jg' - - - - - - 89.0 au 1. - - - - - - no 05.0 Me - - - - - - 012 au UNSECURED JAMBS 5 5 B a 1 0 ° l0 4 1 ♦ 1 a 1 s 4 e ° JAHB 'll' JAMB 72' JAMB 'JB' JAYB 'J4' Iz W"a 6z H-] Iz q . Bx q'3 Iz Ix"♦ 8f M'] lz IM . Bz W. {.5110 1.9 8.21]0 2.8925 AWMINUM 6.31]0 2.6835 ALUMINUM L5110 1.953) S'1'86L B'f86L 3.g210 1.]0]2 M. 10.1755 .= 14.]218 YMw.YSB]v ww.bm]v s�- B 10 3 1 3 1 5 S 9 10 ] B e 9 INTERMEDIATE HOR12OMA15 ] ° ] a ] 6 MULLION 'NI' YULllON 'NE' U=DN 'N0' NUMAN 'M4' Iz H ♦ M"] li IX f M'J li N'. z N'3 111 C!"4 BZ W:l 5.1380 2.11 ]0 JA]m J.24 ALUMNUM .8 00 .243Y ALUMINM 5.1 0 2 1 0 N'.d TOTLL I. 650 ]46 TOTAL J.5210 1. OJ2 Y ALW . Y m A IA 11.B2°B Y ILIW . b aR II 3.9 15.J4B9 E69e: -AD AHNN E!]o982 PRNgUCJRBIFVIBED�� WI W2 WJ FAN. )°]B OdIdW C0d0 WIDTH (W) a W1 AT JBAME JAMB BY w5 °Lviv MOTH (w) _ s MULLIONS •� 2012 AT JRMJE MULLOfN �� m 1 NOMINAL DIMS. JAMB 'Ji' I JAMB 'J2' I JAMB 'JO' JAMB 'J4' MDLIJON '111' M17=11 'N2' MULL 'N9' NULL 'm4' F {J a (y I pQ O H d¢A g 0 6 a 'NEyy LL y'y I6 j -a NM $ "W" M i Hug EeTo mow.(-) w..(4P1f.(-) EM.(.) IW4-) W4.) W. 3e• 42• 4W 64' 00' al. IV SC 39• .r 4a• S.- m• ]x• ]e• no eaa e5.0 . no 9oa 90.0 INA 131.0 no no 05.0 ' no no.o n0.0 INA 131.0 MA °D.o ma 03.0 BOA m.0 INA 131.0 °m 0.0 91a 0m 90.0 na0 100.0 I31.0 80.0 no 83.0 65.0 00.0 ago 100.0 I31.0 no mA -a 89A 90.0 ma 10.0 . 131.0 - - N.0 BSA 80.0 =0 INA 131A - Bob - Ba0 no 0!A Bm esA 90A n0.o 90.0 90.0 INA . UTA 100.a nIA BOB Wa "A no 90.0 =0 1=0 131A em m.0 85A 0.S0 m.0 W.a 1m.0 131.0 am m.0 85A No n0.o 9m Im.O 131.0 °a0 ea0 mA 83A 00.o PoA INA 131.0 - - BSA 0.0 20.0 904 1m.0 131A 1. b- ♦0' 3.• Go- no am 03.o 85.0 60.o 90.0 INA MIA m0 B0.0 0.0 ago 90.0 0.0 100.0 I3Lo No m.a au e10 90.0 No INA u1.0 ; € f.1 5 N 0 O m fC 2 <m S =nm S Iy 6 iiii GYJ3� N.0 N.0 Ba.o em 90.0 Blow INA 131.0 No Ba0 85.0 15A 90.D WA 100.0 IJ1.o - - e9.0 85.0 904 no l0°.0 L31.o 30' 32- 42• .a. m' 90• 03.0 90.0 INA 131.0 na Boa 80.0 e0.0 no no no m.0 90.0 104 131.0 ma 9a.o aaA no 0].o aO.o m.0 1a0A 131A mo NO no mo 9" 900 Ima 131.0 no 83A mo 9aa INA 1314 WA, wo Im.O 13IA b• is' 42 1. 1. m• ea' eDA N0 0m am smo NA INA 13tA Bm m0 Box am no on IN, 131A Bob Bm no no 90.0 9m INA 131.0 ]♦.J TU Goo 1N.0 12" - e].o no ego sox _m.0 Sao GOLD Imo 1155 _ _ _ No eao Iwo 1ISs b' 38' 42' 4e' 64' 102• 0.0 a" 90k Ru Imo 13I.. 05.0 e94 no Rao 100.0 131.0 - 00 MA 910 naD 1=0 131A DR ' 6 I{ >C E 2 0e.0 W.0 0.0 90.0 INA 127.9 - - - - 0.0 90.0 INA 113.7 b' 30' 42• t0• s.• IN' - - 53.0 al 0 m.0 go No 131.0 - - so 85.0 00 90.0 1N.0 131.0 - - no 65.0 0.0 90.0 INA Ib.S - - N.a ma ea0 No INA 114.1 - - - - 9ao BD.a 1NA I01.4 30' 4z' .B' IH' NO goo INA 131.0 9Q0 Oo.O INA IINANA 13I.0 NA Bm 1V.0 - - - - 80.0 Bao INA IOx.♦ .. c w d t. yyzz D Y c < w - a no em ]II' 42• 48' 3{' 12V m0 Gm logo I31.0 90.0 90.0 INA 123.9 _ _ _ mo No 1m0 lN.O - - - - mJ Bg] B2A 0]A 65A 6ga 6' 42' 40' a.' I20' _ _ - - - - - - 650 65.0M no 654 dmw� W12-29 wheal 4 0/12 So' 36• 4z• 1u. sm e10 - - - - - - ma mo ]9• 4]• IN. at' Oa• a0 Ia• N• as 54 ao- 30• Mu 4]' f• 90• AO' 35- 4P 40' 54' eo' 3T aC 43' M• N' W 30• ]0' 4Y 4e• 34• ]0• 30' 4]• Or N. 30' u• ]0• 1�. 4T i i E 90• ma9. Me 0.a 04 9la I2IA NA e9-0 w1 W2 WJ +a3 640 BIA W1 B+.B I]T] aLl ii.7 mT 13e.e 1151 13I4 131.0 1]la 99b 131.0 INTERNEDIATE TIA 1972 10.0 13I4 131.0 13I4 AID I3+.5 WIDTH (w) - w1 HOW20NTN5 512 012 B1a IVA 111. IS,A 71.1 109.7 AT FRAME JAMB OFRONIE 90' ALL f0® WES 539 m+ moo INA M4 I314 Oil 5]A 1y2 2 (y] N.B w 9+.0 MAI m+ It9j 55] 7M.L7 WIDTH U ' 2 a.v 0+.1 aT.e 0B+ )O.e n9] AVA T+.T AT FRAME MUWON 6117 121A 105A 131.0 131.0 M. 0.7 IMA Bit INA 0.4 131.0 12+.0 131.0 M.1 117.2 103' 57A as" 77A 116A 1074 1]IL eTL lm+ 50A ".a 67.8 101.9 93.6 I31.o SB.B a7.0 UG 67.3 02 90A 93.2 IS+A 53.1 M.1 40.3 m5 54.3 9I> 74q9 ❑m 46A 70.3 752 1143 1024 131.0 131.0 131.0 MIS 131.0 J 3/4' J J/a' ev sad w.a $25.0 tiv9 1314 732 L0.7 V4� 4. lm- 54.4 e1z nA 100.7 101.0 MAI 0.2 04.9 4•� 47.9 71A 64.0 9BA 6B4 I]IA 553 "A u.3 Ala 562 131. 31. 1314 no n a41 573 5B] T0A 70.7 I06A «J eSt T11 90,2 9)A 1a1j I31.0 1125.6� a].0 IY16 ml 902 me ISu 111.a a32 IaA sm T.4 003 1WB 917 5"a ",a 114' 45.1 671 mswa 617 SA noW W3 no WA 74.4 46.5 59.93a.154.1 465 MIS e7A 41.9 63.99m 1019 9]1 n1.9 1]ta 707 119.5 azl Bi.7 LBO 115.] 1061 e14 some Az. Bz. Cz_ D2, E] A3, R4. 4. D3, Fe I90• 0.0 73.5 65A s0.) 90.0 56.905.4 4S2 M.3 51.e a0.4 1o.B 40A 76]a61 571 51.9 1a.B 70.7 44.J 65.4 A2 = (2) ANCHORS WE'A' Ai EACH SIDE OF JAMB AND MUWON s5J 90.0 a1.9 ui3O 1it3 7f.a H30 B2 m 2)%(2S(51 ANCHORS 1YPE 'B' AT EACH SIDE OF JAMB AND MULLION 54.4 e1.7 13.1 1092 101.0 032 949 C2 - 2 ANCHORS WE'C' AT EACH SIDE OF JAMB AND MUWON 1]5' +eA 70.0 MY 94.0 me 139.0 542 Ma D2 - 2 ANCHORS TYPE 'D' AT EACH S1DE OF JAMB AND MULLION 40A 61.2 34.9 e2Z 75.6 U36 47A T.1 E2 - 2 ANCHORS TYPE 'E' AT EACH SIOE OF JAMB AND MULLION ae3 54.4 4Re 25. eL. .31A "A e3.2 . A3 3) ANCHORS ME 'A' AT EACH SIDE OF JAMB AND MUWON Am 035 B]A 452 115J 1LA tt.4 105A B3 - ] ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MUWON 51S tt.9 69.0 104.7 9o.4 13l4 60A D.6 133' C3 - 3 ANCHORS TYPE 'C' AT EACH SIOE OF JAMB AND MUWON uA sea Sod MA exa 133o m.7 n.e D9 = ] ANCHORS TYPED' AT EACH SIDE OF JMJB AND MUWON =0 ass 5L4 1 Tat A] IO6S 45] BL9 E3 - (3) ANCHORS TYPE 'E' AT EACH SIDE OF JAMB AND MUWON FO Im9 Z ggqm 3 BBB 74.] O d d a . 99.6 S O G e30 n.1 � 0 833 WOOD BULKS AND METAL STRUCTURE NOT BY ETE:ALUM 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING S'STEM 0 O'c AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0�<$ 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING WE'A'- t/a'oa n1Rd oN flt''FI [Y1' (Pu=AT K51, iY-155 ) J {5 pW; yTO�2( (WOOD BUCKS(OR{W000 S Q �l el O WITU 1-1 2�PEN�TRATIOFi INTO W000 O T1RU IBY WOOD BUCKS INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONCRETE F TYPE'B'- 1/4' CIA U TRe ON BY'EI. O' (Fu-177 KSI, Fy-M KSI) DIRECTLY INTO CONCRETE OR MASONRY u� j F! WITH 1-1/4- MIN. EMBED INTO CONC. OR MASONRY Z ti VT ' ANCHOR EDGE DISTANCES !NA 0 IWO CONCRETE AND NASONRY - 2-1/2' MIN. W w -Z L INTO WOOD STRUCTURE =I- MIN. Z - - _ - s TYPE 'C'- A/16 DIA ❑LTRAMN BY 'EICO' (Fu.1TI K51, Fy-I55 N9) oa°Ad INTO WOOD STRUCTURES nH WITH 1-7/8- MIN. PENETRATON INTO WOOD 1 j i i T1RU 1BY OR 2BY WOOD BUCKS INTO CONCRETE WITH 1-1/4- MIN. EMBED INTO CONCRETE _ og TYPE V- 5/16' CIA ULTRACON BY 'EI CO' (Fu-I" KSI, Fy-155 KSD TK�Si{ DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4' MIN. EMBED INTO CONC. OR MASONRY O ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 3' MIN. L _ INTO WOOD STRUCTURE - 1-1/4' MIN. I TYPE 'E'- /1a SFIF ORRNNG SCREWS ST/ST (GRADE 9 CRS) c Y$ INTO METAL STRUCTURES N 3 f STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) m $ $ ALUMINUM : 1/8' INK. MIN. (5063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES °c m L IWO METAL STRUCTURE MIN. - �1/2' - - f 0A CONCRETE AT HEAP, SILL OR JAMBS fe - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm a 2000 PSI MIN. En9D JAYNI NNiA PRODUCTReVISSCI QQ3 M. PEM/1L 70593 9DmPIYTDBWM W9IROAM i'. CAN. 3538 B I 1 0 �' ul, MNrc l90 a 6212 Mwt O tlmwmg n9. W12- ANCHORS sSo2 sDeel 5 Df 12 12)' DOOR MULLON WAD OABAOIn NOMINAL DIMS. WITH no, MOM (w) nP c Nam W.I.) pi.(-) 40-3/4• 43-3/4- 40-0/4• 49-3/4' 52-3/4• 55-3/4• 102' 75.0 75.0 75.0 75.0 75.0 75.0 70.0 ]5.a 75.0 75.0 75.0 75.0 40-3/4' 43-3/4' 46-3/4- 49-3/4' 52-3/4' 52-3/4• 1U6• 75.0 75A 75.0 75.0 ]SD 75.0 75.0 75A 75.0 ]SA 75.0 75.0 40-3/4 43-3/4' 49-3/4- 114' 75.0 75.0 75.0 ]5.0 75.0 75.0 M-3/4' 4 3/4• "-3/4• 49-3/4- Ix0, 76.0 MO 750 75.0 y IB IB 9 ] 9 DOOR MION WOT HIIINY, Ix v1'4 SZ Ix'3 DMINUM 5.09 0 2.0993 STEEL Z.2]IO 1.1025 n Slt v f a 1 i.6S96 ANCHOR 1 M TOTµ N0, Of MCHORS AT DOOR NUWON HOM A 10 9 6 0 B WIM (w) = wl 2 M 41.750 ANcxOn rOrAL x0. OF AVMaRs AT DOOR YUWON BORON D e DOOR MULLION }i -d} z. n Q Q E a0 o Q66� Qam¢p � LL �P7 Tif----WVFFFF+ WI a U U9 WmTM (W) WI 2 w2 41.]50 Z Z � W G <b E ANCHOR TRfS TOiµ N0. OI ANCxORS Ai O00R NUWCN B0R0 B B2 D 8 ZnH^1 O � H EnR .Yx10 AxNAO BR 9Na RRVLSPD L CML n..pn9w Nn BIWfmNCAN.]059Z AWep. allo. I(% tlmwing no. SEP 26 2012 W12-29 sheaf 6 D112 DOOR MULLION. roYI.V I N ® J Q F q } 1B B Y 9 0 OG �x p00R NrtIIOX V O m Oy 6 �®� IY Ix'+ Sx v!'Jcr So S a QFF O ALUB]N 9.w R.09B 0 SfEeL x.R .O LIOR6 11.6896 Q W N1 q TO + u_sT 3 - LL 1: Y] <a INCNM i0i/J. R OF ONCHO65 1ypf5 AT DOOR MULLION HE y B U B p E B ZJ ENVIRALUY Cp EMAnxCE DOORS SEE R. N. As z --oamo inn /rir\ ZZ 42 no 4 to A \\ boG t / / y�li \F C! N W ilu 111 ^4 0%Go \ I H\ I!II / F \\ I e // dq oHg 1`1'1____ _ @ E -- Arrc:xw Tlmi xa. pF ANCHws - ]r3Es AT pow Yuww w B 8OH'IO$ 0 Engr. JAVA➢ AHMAD PR0DULTR6VISED 3 ON1 mAOmplYigO WNIhD FlmIBa MCAK WOW BBDOemB Code � I DUPwva No q p 'M DBN: �/ S S ? BY Miami Dee P.D (;N Crowing no. W12-29 261011 sheet 7 of 12 0000 WILON xmp GPAOTP - P9P DOOR YBLWOX ladll WACKY - PSP ODDB YUI]dON WAD GPACIT' - PBP 0000 YPB10X IOA➢ CM.1mIY - P9 X01@]LL tlY9. BR6 SEPT. N0QNA4 DNS. BBN 93M1. NOYLYAL OIY9. nl6 f5P'P. NOYWAL OIY3. Pln R0.1. nv][ xlan 0068 as M]Da m�a vmH PO x>ip mill lrU BIDO m mD0 wart iMR] mM M) 4VS9 Sdn MA r.ORO m. MI. - Wm mon m:W wv wvm nATR mM MO 4g17 nmx IPU nNR m.. M. - nun Imva rC0.8 Dml xYxe tYO� nmx z•0 MMW .mM IM RG9 M. �; m MIX ANCHORS �4.0 mcF ANCRDRS IV o :P�n. " , SEE ELNA➢DNS w000 BUCKS FOR SPACING c Z W ; ag yY� %y yo cy ppp nN 09 B 06QQ TVPICu.su+aELLv. i t MR SPACING ii i Qw'�F� 01 U �J i 6 Uej i i Zo m � z hM h III O II II III I I I 1 1 y II I uqY II I SOS U 2 III I � 11 I 11 I Oil e g"S �o. © M a n 709r.75nnwn PRODUCE RfiVL9ED FI c.n.N. JS]PE / )0593 A9 ePNIPIyIM wMllb FlmldO S 9p Biamo No �• 0 Dak iy 8 8 w O TYPICAL M'CNDRS + M PIPlPeI tlrawing o. SEE may, ttPICAL C E�EEI£'. uE�AL W1 2-29 fOR SPADNG FOR SPACING SIRUCNRES � n I � 1 II II O it II J L li ii ii II ) 1I 11 a 0 Il III ICI II k Pj II i 1 I II 2 II 11 C O �0N u ma I n UNSECURED O JAMB REINFORCING AS READ. ® UNSECURED O JAMB 3/E' MAX. 3/8' MM. I ' p V 4. SEE SHEE 6 J k 4 SHIM SHIM 1BY q I z FOR CAPACITY 1 SEE CHPB! BELOW SECUPED BEE CHART O JAMB BELOW j a WOOD BULK II II II II 6 � ggNl y �1 � II 11 t � r II II 1 6 PI EXTERIOR Y BY DL OPC. D.L. ORE. WOOD BUCK C SILICONEL. DOW CORNING 790 TWICN. MCI, S TYPICAL ANCHORS MIN & MAY. DEPTH - 3/8' MIN. MIN @ MAY. SEE EIEV. SEE EIEV. n OAP FRAME WIDTH GAP FOR SPACING MR SPACING SEE CHMT _ BEE CHART v BELOW BELOW 3/8" MAK. O SECUREDSHIM JAMB U gg 3 OUNSECURED REINFORCING E O 1/4-20 K 2-1/4' HH BELT W/ NUi &WASHER O UNSECURED D SEE CHART BELOW ALTERNATE Z 9 JAMB SEE SHEETS ] 404 AT 9• FROM ENDS AND 25-1/2' DID. JId1p � ; $ [0 BY 4 6 2 FOR CAPACITY 'M4' ONLY METAL EIRUCTU E L § w Z WOOD BUCK T - 4I r IYI 1LY IYI Lf gi rM . YIYI jZ�.�' •.. T, 91 [1(1 I��If G$1 . LL.1 YYL111( ll, 1{L( I4 YIIpY]I TPICAI ANd10R5 FOR SPACING o _ _ _ 41 �A I1 Lh1 O •k�.\ ke i�h1'ry . JAMB ANCHORS DESIGN I..F D.L. OPG. EXTERIOR D.L ORO. a Dow ONE CORNING 990 ' DEPTH a 3/8' MIN. M MIN h MAD. GAP MIN h MAX. a BEE CHMT FRAME WIDTH CAP SEE CHART IU BEIJOW DO JNNJSBCURED BELOW i UNSECURED JAMBS o � W IAifl I�ir'f MIN. MAK. 3/B• X 3/B• 84' ,/a• 1' 9/18' r FREE STANDING BOND BRFAEER96' TAPE SECURED JAMBS 1' (REINFORCING NOT REQUIRED)144' 120' ]/6' 1/2• 1" Z// Y.CILAMAD PRODUCENBVIBBDALTERNATE FlA PE 1 70592 as wmplYi�Ip wllh MV Florida 8 n SEA -ANTS AT JAMB GAPS CAN BE DESIGNED BY - - - -DOWOCORNING D90 C.0.x. 5X BA CoNP / ) § a ENGINEER OF RECORD n U.. 6.° BASED ON MANUFACTURER GUIDE LINES FREE STANDING JAMB TOR JOINTS GAP LESS THAN 1/4' 4�, ( //�/y/{JA7 MI By PIP Imf drawing n9 W1 2-29 USE BE NO EE OBROWN ROVE E UPI 1/4' MAJL // 6 2�IZ 9 of 121 GAP SEP 6Heet LOAD CAPACITY - PSF 9/B" MAE. 9NB1 SPACE 1/4' W. eBIV SPACE WID1H (W) TYPE A'k'B IIfI.(-1) TYPB C' ENf (+) TYPH D Ni.(*) TYPE 'E' M (') TTPE '1' ENf.I+) TYPE B' ENT.(*) TYPB 'C HT.(-) ]TPE 'p'B'E' NNI.(�) 42' I]L0 q1.0 ll1.0 131.0 ❑L0 ❑L0 ❑LO UL0 48' 129.D IJLO 1J1.0 I]1.0 I]L0 ❑LD I]LO IJ1.0 5•' I11.0 ISLO 1]IA 13f.0 1310 131.0 I]LD tA.O 6D' 10].0 131.0 1]I.D 119.0 13].D I]I.0 I]IA I]1.0 68' 94.0 126A 1]I.0 ,09.0 1120 1J1.0 126.0 1]LO T2' Bs.O 115,0 1]1.0 ,90A 102.0 19.0 11s.0 131.0 SEE SEPARATE NCA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA un OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM.IL Cf 0 1R �_ MIAMI-DAOE COUNTY APPROVED MIAMI-DA➢E COUNTY APPROVED Q u3i 6 LARGE MISSILE IMPACT RESISTANT TRANSOM LARGE MISSILE IMPACT RESISTANT TRANSOM LL 2 R -------------i -------------T a€ I --------� _ _ Frr----__—_—_— IMI -, V 1,1 ------ -, c 9 i � Dams zNMq 1/4-20 X 2-1/4' HH SOLT © I f___________________________ 1 1/4-20 X 2-1/4All BOLT r ___________________________ W/ NUT @ WASHER y J AT 9' FROM ENDS W/ NUT & WASHER AND 25-1/2' OG. 10 MIAMI-DARE COUNTY APPROVED AT 9' FROM ENDS 1B MIAMI-DADE COUNTY APPROVED j O 0 LARGE MISSILE IMPACT RESISTANT DOOR AND 25-1/2° O.C. ] 9 LARGE MISSILE IMPACT RESISTANT DOOR I I G y I I I I II ___ ________, _________ __________ �S _.n-((y3 R z o � i_---_- ---- -- nl nI - L-------- — .........-J i --------------------------- MN 19101H.1 0 En9r. JAVAO -- PAOOUCI'REVl4FD. $ 3 RA PEML]DS92 �➢IY�i wALOW PImW O 3 cA.x. 4svi e4 mNo , u k // d D. Dl7 Hy O W12-29 R G 161 sheet 10 o/ 12 4.500 �f�� 4.500 [1't25.1E)0 2.1070 .090 ,090 OHEAD/SILL/JAMB/INTERMEDIATE \"J HEAD/SILL/JAMB/INTERMEDIATE .586 .500 .l08 F .090 .090 4.4.2I26 3.941 ,082 r.125 L .586 ���1. 1.588 .342 O] FIN SNAP O FAN SNAP O FLAT SNAP 2.592 F_2.336 1.12J .055- BB L �2.139 0 GLASS STOP ITEM NO. PART NUMBER DUANTI'1'Y OESCMPTION ERIAL MANF,/SUPPLIER/REMARKS I ENV-451 AS RE00. HEAD/SIUL/JAMB k INTERMEDIATE -T6 ENVIRALUM 2 ENV-452 AS REDD. GU65 SOP -TB ENVIRALUM 3 ENV-453 AS REDD. FIN SNAP -T6 ENVIRALUM 4 ENV-154 1/ FEE STANDING JNJB FIAT SNAP FULL LENGTH OF VEWICAL -TO ENVIRALUM 4A ENV-454-3 I/ INSTALL SCREW FAT SNAP, 3' LONG -TO ENMRALUM 4B ENV-454-7 I/ CORNER FLAT 6 , )' LONG -TG ENVIIALVM 5 ENV-455 AS RE00, ALUMNUM RONFORCEMENI -T6 ENWM UM 8 ENV-451T PS REDD, HERO/SILL/JAMB h INTERMEDATE (THERWL) 3-T6 ENMRALUM ] ENV-45N AS REDD, FIN SNAP (THERMAL) 3/16" % 3-1/2' BAR -._-........ _._ 3-T6 ENMRALUM B ENV-STt AS Rf00. EEL 160W-T6 ENNPALUN 9 ENV-ST2 AS REDD, P X 4-1/8' X I' X 3/I6' THK, CHANNEL EEL ONIRALUM 10 ENV-ST3 A5 REDD, 3/4' X 3-5/8' X 3/4' X 3/16" THK. CHANNEL EEL ENNBALUM 11 ENV-G01 AS REDD. INTERIOR GASKET DM GU ING RUBBER PRODUCTS 12 ENV-G03 AS RE00, SPACER GASKET ON OWING RUBBER PRODUCTS 13 ENV-SBO1 t/ QUARTER POINT 3/8' X 1/2" X O' SETTING BLOCKS, DUROMETER 1035ON FRANK LOVE RUBBER 14 ENV-5802 1/ OARTER POINT 3/8' X 1-1/4' K 2" SETTING BLOCKS, DURONETER 70±5OM FRANK LOWE RUBBER 15 DOW 791 AS REDD, GUSING COMPOUND ONE ONE DOW_CORNING 16 GE SM2000 AS REDD. GLAZING COMPOUND GE MONENTNf 17 012 X 1-1/2 4/ CORNER FRAME ASSEMBLY SCREWS EEL HWH EMS 16 ENV-355 A$ REDD. DOOq MUWON -T6 SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. L 1.511 ... , 000F I.750 .IB) .]sop- .18]� .107 B) I 1B) .125 4.171 ].50� 4.125 3.625 4.500 25 .50p9 -VIII. O ALUM REINF. lJ STEEL BAR REINF. 10 STEEL L V W12-29 ti 2� -hPP ■ emu! ! k);)|y �•,. � ■|;�. �.•�! PH ,!: ! �§z [ §)$( �d�\! TOP/H ^ CORNER §!/4 INTERMEDIATE CORNER < || Of . 2 PRODUCT REV= WCAN. \! owdiCs j !!|| .DOOR _ate _� m SCANNED, BY St. Lucie Count, � MIAMI-DADE COUNTY, FLORIDA M® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy '5 007VW 72"° Avenue Miami, FL 33166 .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. APPROVAL DOCUMENT: Drawing No. W12-30, titled "Series ENV-350 Outswing Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 06/08/12, with revision A dated 08123/12, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 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 consists of this page 1 and evidence pages B-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY �I+12 NOA No. 12-0 06:05 ijie 9e Expiration -Date. September' I7;200 Approvai•Date,-Septem er 7, 2012 Pagel Enviralum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-30, titled "Series ENV-350 Outswing Entrance Door (L.M.I.)" sheets 1 through 10 of 10, dated 06/08/12, with revision A dated 08/23/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing aluminum double entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6920, dated 05/19/12, signed and sealed by Marlin D. Brinson, P.E. with addendum letters dated 09/06/12 and 09/12/12, signed by Manny Sanchez, CEO 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) Drop Test per ANSI Z97.1-2009 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6678, dated 03/20/12, and addendum letter dated 08/23/12, all signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 06/18/12 and 09/14/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Manuel Pew L Product Control xami er NOA No.1 6.1 Expiration Date: September 17, 2017 Approval Date: September 17, 2012 E-1 Enviralum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17, 2. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated June 28, 2012, issued by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E. - 2. Testing Proposal No. 10-1236 issued by Product Control, dated 12/20/10, revised on 01105111, signed by Manuel Perez, P.E. G. OTHER 1. None. E-2 Manuel Per .E. Product Control E am cr NOA No.12- 6.05 Expiration Date: September 17, 2017 Approval Date: September 17, 2012 SERIES ENV-350 ALUMINUM OUTSWING ENTRANCE DOOR DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, THESE DOORS MAY BE USED IN CONJUNCTION WITH MIAMI—OAUE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT STOREFRONT SYSTEM. LOWER DESIGN PRESSURE FROM DOOR OR STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IMCLUOING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETALS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. 'MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO COMACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SILICONE -GOW CORNING 791 GE 2000 \ 7/4" HEAT STREN'D GLASS INSTRUCTIONS: USE DRAWING AS FOLLOWS 1, SELECT SINGLE OR DOUBLE DOORS FROM SHEET 2 OR SINGLE OR DOUBLE DOORS WITH TMSOM FROM SHEET G. 2. SELECT DOOR AND FRANE SIZE. 3, DETERMINE DP RATING FROM SHEET 2 OR O. q, SELECT CLASS TYPE A OR AT FROM SHEET 1. 5, SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. 5, SELECT ANCHORING CONDITION AND CORRESPONDING ANCHOR TYPE AND NUMBER OF ANCHORS FROM SHEET S. 7, SELECT JAMB OPTIONS MOM SHEET 6. 8. SELECT RINGS OPTION ROM SHEET 9. 9, DETERMINE FINAL DESIGN PRESSURE FOR THE SYSTEM, WEN AS THE LOWEST OF ALL DP VALUES OBTAINED. .0S0" INTERIAYER BUTACITE WE BY 'DUPONT' OR SEWRYGIAS BY 'OUPOM' 1/4" HEAT STREN'D GLASS 791 NEAT STREN'O GLASS .j 090" INTERIAYER BUTACITE FIVE BY 'DUPONT' OR tl F k SENTRYGLAS BY 'OUPOM' Q 1/0 HEAT STREN'D GLASS O 1/2° AIR SPACE a D LL 1/4" TEMP. GLASS O4Q jj 21 O�"me C }Q o a 3� T LLz� 24 �GlASS«TYPE"=A' GLASS TYPE 'AE' GLAZING DETAILS DOOR GLASS TYPE 'AGLASS TYPE 'AI' GLAZING ➢ETAILS TRANSOM DOORS ARE RATED FOR DIRGE & SMALL MISSILE IMPACT. SHUTTERS ARE ROT, REQUIRED. o9r. JAOWL D AAPPINvtJv eWbUIRe NBDIW g FCn S %70502 IT mW ni 2 a�nD noAY. yy y F $ 1 �ZJ M ml eEtR AH 8 � 3 drawing no. I W12-30 49 3/4' MAN. 99 1/2" MAN. FMME WIDTH_ -- - FRAME WIDTH tlEEE�� o (11) ANCHORS TYPE A LY Y'j OR ((5) ANCHORS ttPE B (9) ANLHOgS TYPE C '2 °r J MA%. 6- MAX.HEAD AT STILE ENp6 J' O.C. Q COgNEPS 5 XEAD/SILL M CORNERS HUD 16" 5HEADMBILL F 6 //IIII\d_il JL mp I, t „m \\ li SURFACE MPDEO \ 'I / Li __llI FALSE M@RINS OR \ i1l _/ SURFACE MUNTWSEOR Qb -----tl----- DECOM71VE GRILL \ -----1(__-_- Z s OECOMINE GRILL r-n jj\ MAY BE USED \ /'I MAY BE USED '-n I II z ACiNE ,, ACTIVE INACTNE O HINGE OPTIONS 6 I R. q• MAY. HINGE OPTONS 5 JB 7/8" Y3 L+ 9 O.L. OPO. 3 Hy3 SEE SHEET SEE SHEET 9 S O.L OPC, CORNERS q, MAN (5) ANCHORS J� SILL qi S➢LE ENDS 47 ]/B" n $ LEAF WIDTH CORNERS 3" C.C. LEAF WIDTH < 9 B (X) (XX) - GLASS D.L.C. DIMS, D.L.O. HEIGHT - DOOR FRAME HEIGHT — 14.9375" •• D.L.O. WIDTH (X DOORS) FRAME WIDTH — 12.R725" u D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 21.875")/2 Engr; CIVIL. APPravetl uaan111yiogxlNl(M Q M. PE N 70582 FTorltl Dul mq CAN. 35M No 1 SSS H. R1Mm DeeePro I L NOTE: Dy. o GLASS CAPACITIES ON THIS SHEET ARE .P 012' drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) - AND FLORIDA BUILDING COMMISSION W12-30 DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 0110 DESIGN PRESSURE RATING IMPACT RATING REMARKS WHERE WATER INFlUMT!AMA INFILTRATOR REQUIREMENT 5 NEED REQUIREMENT LARGE AND SMALL MISSILE IMPACT SEE SHEET 4 FOR TACK OPTIONS AND ;7DSRArE1 .NEWiIVE- NOT APPROVED RESISTANT LIMITATIONS BINDLE OR DOUBLE DDOB& flITH TRAN90N CAPACITY - P8P NOT MPROVCO YME2[ w1iEfl INfIL1M110N RESISTANCE 5 PE9NNE0 iRAME/TFANSDM WIDTH DOOR MD9HT TRANSOM HEIGHT WITHOUT SEINE. WITH PEINP, E%i.(+) OB.(-) E%i (+) TNT.(-) 80" 24" )S.0 ]5.0 49• ]5.0 )S.0 40-J/4' SI-1/2' 24" ]5.0 ]9,0 JO° )5.0 )9.0 90" BB.O ]9.0 (x) (xx) 26° D 9e° a 40° 24" .0 JD" .0 J 4D' .0 aaa/a• (x) 98-1/a" (xx) Be 0 ]D^ 0 99° .024'0 Be (x) (xx) xd• >s.a )9.0 ]a^ Ben )9.0 JO" ]8' BJ.2 ]90 5B.] >90 4a-J/4" (x) BJ-1/1' p%) T4" 98.J ]3.0 JO• BI,B J8.0 JB' 01.2 ]9.0 Be 60.0 >&0 JJ-J/4" >S-1/2° 21° ]S.0 J9.0 40-3/4' BI -1/2' T4° )4.9 ]5.0 40-J/4" l9-]/4° 93-1/T° BB-1/2" T4' 94.] )40 R4' 4B.T JAO J>-3/4° )S-I/2' 96• 24" J9.0 JBO 40-5/4" BI ' 14° ]O.B ]90 43-3/d• 9J-1 T' T4' BOJ )00 66-J/4' 93-1/2" T4' S25 ]S.0 49-]/4. 99-1/2' T4' 49.8 JJ.9 ANCHOR WITHOVY WITH ANCHOR WI'1'ROUT BITN TYPE RONP. REINP. TYPE REINT. PEINP. 8 A 2 ] p 5 N B&C 2 2 9AC J 4 'j 3 49 3/4" MA%, 99 1/2" BAR. 6 p 1 FRAME WIDTH Ln O $ u B' MAY. 18' MAX. ' m3lR5 d JCC CORNS S F HEAD/SILL d i0 a F) M C Qo o�ma i a" " �p �¢b� MF O �S 2q5 Z m R 3�W c Z E2 p B w Q S �NMT J 1 n _ SURFACE APPLIED FALSE HUNTINS DR DECORAME WILL MAY BE USED og H30 INGE OPTIONS 4" MAY, HI BEE SHEET 9 SILL CORNERS SILL AT STILE ENDS I£AF WIDTH LEU' WIDTH CORNERS 3" O.C. (O/X) (O/XX) dog FnBO JAGNyLPNMPD fl IHrR IJI EC ly19g NIIh1E0 ' q S IS B G.N. J9JB992 _ NOIAU 0- S9 O'Z MI de'Plodeel y I $ 5 NOTE: 1. , GLASS CAPACITIES ON THIS SHEET ARE dr9wrtlg n9. BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W1Z-3O rn4ns6x wnn9uT R9mP. mANSDM mT'x R©nP. DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 0/70 HINGE OPTION ) II / n / II / ill JXi \ I I \ II VI I� II \ ACME B S se ]/e" O,L. DPC. FPMAE WIDTH B' MAX. HEAD COANERS F 18" MAX. P ryEAD SILL H ' a 1 1 1 I ' B 6 / ii \♦ II \ uy__ 51 ACNE INACTIVE LOCK OPTIONS: STD, 3 POINT LOCK MAX. FRAME HEIGHT - 120 IN. MAX. LEAF WIDTH - 48 IN. MAX. DESIGN LOAD a 100 PSF ACTIVE LEAF 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" mom BOTTOM HANDLE AGNATES ODD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) be-32 X 2' ON MS INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) g8-32 X 2" ON MS ACTIVE & INA TIVF LEAF, CONCEALED VERTICAL ROD PANIC EXIT DEVICE A 5770 BY 'REGENT HARDWARE' LOCATED AT 40" MOM SILL AT EACH LEAF. FASTENED WITH STD. 3 POINT LOCK MAX. FRAME HEIGHT - 120 IN. MAX. LEAF WIDTH - 48 IN. MAX. DESIGN LOAD - 100 PSF ACTNE LEAF: THREE POINT LOCK SYSTEM SERIES 2222 BY REGENT HARDWARE' KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE LOCATED AT 34" FROM BOTTOM OF LEAF INACTIVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY RECENT HARDWARE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STU FASTENED WITH (2) b8-32 K 1/4' PH MACHINE SCREWS (I) #10 X 3/0' M SELF DRILLING SCREW AT ONE END AND (2) #10 X 1/2' FH BEV ORILUNG SCREWS AT OTHER END /I I / I / I / I I I \ I ACTNE I PANQ�E� DEVICE: MA%FRAME{MEIGHT = F20 IN. MAX! LEAFj,WIDTH'-=48 N. MAX.. DESIGN'LOAD =!r100, PSF' . 'PT ACTIVE & WACTNE LEAF: STD 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD - 100 PSF ACTS. KEY OPERATED THREE POINT LOCK SYSTEM BY ADAMS RNE' WITH CONCEALED RUSH BOLTS AT TOP & BOTTOM OF TACK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40' FROM BOTTOM OF PANEL FASTENED WITH (2) j12-24 X 1/2' FH MACHINE SCREWS INACTIVE LEAF: MANUALLY OPERATED TWO MINT LOCK SYSTEM BY ROAMS ROE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) 05-32 X 1/4" PH MACHINE SCREWS CONCEALED VERTICAL ROD PANIC EXIT ONCE M G86 BY 'ADAMS RITE' LOCATED AT AO" FROM SILL AT EACH LEAF. FASTENED WITH 2) #10-32 X 3/4" PH MACHINE SCREWS AT ONE 00 AND 2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END PANIC EXIT DEVICE MAX. FRAME HEIGHT - 120 IN. MAX. LEAF WIDTH - 48 IN. MAX. DESIGN LOAD - 100 PSF ACME & INACTIVE LEAF, CONCEALED VERTICAL ROD PANIC EXIT DEMCE PRECISION 2800 BY 'STANLEY' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 010-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) 010-24 X 1/2' FH MACHINE SCREWS AT OTHER END 0 U A z GO z ttt///111 = z p 4 u X Z CAI I nn - W12-30 191 sHm 1) Ot� II l -'2 Okk a 4 L 1TMCAL ANCHORS SEE ELEVATONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ENVIRALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYfIGAL-ANCHORS: SEE ELEV. FOR SPACING Liilteix�,.a— lT:�/' d TR C N M f I) IWO 2BY WOOD BUCKS OR WOW SRUCTUREa WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WRH 1-1/4' WIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY WRR I-1/4' MIN. EMBED IWO GONG. OR MASONRY ANCHOR FF DISTANCES INTO CONCRETE AND MASONRY . 2-1/2' MIN. LINTO WOOD STRUCTURE a I' MIN. .— — — — — — — — — 5/I6' DR N TRA.ON BY ' O' (FU-177 KSI, F/-105 KSG INTO WOOD STRUCTURES WITH 1-0/8' MIN. PENETRATON TWO MOD THRU IBY OR 2BY WOOD BUMS INTO CONCRETE WITH 1-1/4" MIN, EMBED INTO CONCRETE DIRECTLY IWO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO LONG. OR MASONRY ANCHOR EDGE DISTANCES IWO CONCRETE AMID MASONRY = 3' MIN, TWO WOOD STRUCTURE - 1-1/4' MIN. 1/4" CIA SELF nMLLINO SCREWS ST/CT (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy w 36 KSI MIN,) ALUMINUM 1 1/8" THK. MIN. (601 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PIATEO OR PAINTED) ANCHOR EDGE DISTANCES LNTO METAL STRUCTURE 1/2' MIN — — — — CONCRETE AT KEAO, SILL OR JAMBS fe = 3000 PSI MIN. C-90 HOLLOW/FlLLEO BLOCK AT JAMBS I'm - 20M PSI MIN. FlaiiJi aMI ^wOgoReWilhMR ou NDAR Mewl UOJe Produ Try W12-30 © O O � 3/B' MAK. ALT. .TAME ]/8' NA%. Z �. SHIM L1G SFIp SHIM 1B 1R PD SA .. a METAL 10 —'BY WO • OD BUCK <• TYPIC& ANCHORS 5 EUX. FOR SPACING tl6 STRUCTURE <. a IJ •i� a�u� Q�faM1. O_ TYPIM ANChOAS .•.i TYPICAL ANCHORS SEE . •: Yn b W C Q 3 SEE ELLY. FOR SPACING SP wO .._. __ ,; •. L6 G C y JO J EXTERIOR LOCK OPDON9 SEE SXEEI 4 LSE OPTION _ S JN OL,0. SHEET 4 y q u� LEAF WIDTH p O R E WIDTH i 9 Z © ® oam a ACTIVE LEAF INACTIVE LEAF ]/B'A% M. qq C3 3/8' MAC SHIN SMw gEINFORCwO NOT RE00. p- TYFlCAL ANCHORS IJ FOR DOORS UPIO B Pr. HIGH AND DESIGN LOIDS UPm 75 PSG EBY WOOD BUTNJ OR N SEE EUX • OOD STRU RE MR SPACING . LOCK OPRONS SEE SHEET 4 .. I { a� I O D.LO. ] 4 ]1 ]R T191CA ANCHORS .. _ SFE FOq SPACPOC m U a LEAF WIDTH EXTERIOR L , DOOR WIDTH APPP^Y<J ueaunPNyluy Mlb 1pp 10IN JAVAO AM CMi RC.AN. No S 1191 T a. i 1 E, Growing no. DOOR DETAILS BWol2-30 6 o/10 TYPICAL ANCHORS EWE GIST. SEE ELEVATIONS -b FOR SPACING - ro f7 y c ih 14 O�a� Ca$a !; 14 U REINFORCING AS RECD. z SEE SHEET 3 m FOR CAPACITY J/S" M. 333 SHM r r, 1e `FNJ F-Tat--I 14 SI Z4 1 I TYPICAL ANCHORS A' N SEE EISV. FOR SPACING } i lip EXTERIOR � 4 f I }RANSOM FRAME WIDTH 5 iI t a 0 a 'e� ^9n JAVA CMIAXYAO f10MP<due°PIb4RND}QI� 3 M. Pfi Y 705" i C.A.N. 538 M DA M ID eP qCo P y , l tlrawing no. TRANSOM DETAil9 W12-30 sheet 7 0!}0� 4.900 .125 ]50F Fol4 4.550 2.000 J.550 750r . 1.000r2d� �]50 o I -q .125 _ 19] di0 2.000 � -� 4.500 4.125 GUIDE CHANNEL FOR TOP & BOTTOM PIN Lj h m 1� 0 F y V i 1 ^� y O FRAME HEAD 1.750 .125L 1.954- Q'$Sil� 0i' .187� 4.500 O TOP RAIL O ALT. FRAME JAMB STEEL CHANNEL REINF. It"112 R 1.954 .125 .125 .250 .075 P. OO FRAME JAMB .JOB .094 3.300 .125 � F .0e2 3.951 B.000 7.000 1.R30 1+ TRANSOM SASH o Z Z ae S Nr:1 �n .090 L 2� 2 b J � zLL m^ o- I6 FLAT FILLER O BOTTOM 2.000--^ RAIL 1.402 1.SJ0 2 h LS98 .645 ,560 dtl 1060 3.913 .I58 ° 11 THRESHOLD 1.5D C.SHEAR BLOCK � 0 9 z,a00 1.9sa �� 25 LJ40 JB3 L 8141� f.532 1.224 062 99 .582 48] I 4550-�i a N t0 O HINGE STILE 6 T-.125 -T c THRESHOLD DOOR STOP COVER / 3.550 1.54 125 2.000 GLASS STOP (LAM, GLASS) 12 DOOR STOP PW^ie4ISwadMmIQ mnyclyqbSwil6roe 165 LIJ��lpr250 M aAN.n"nB: C _1 �07 IfiB1 y2�dddW 6414 V 52�1 r2.153:� ra�wpAei2 n g�3no0 L-4.550 awPDNIrOPeM EP M O O ADA THRESHOLD RPMR O LOCK STILE IGLASS STOR (INSUL. LAM. GLASS) STILE REINFORCEMENT �Y/// sheet 8 0/ 10 �U 7 % Gg �O u j 0 u 8G n H O O gao Q �m¢prrp M6 Q MEP GES•19 GJ0OPTION 13 #1: .,4" X 4-1/2' % THK. ST. STEEL KNUCKLE HINGE jSERIES .130" 4001 BY 'REGENT HARDWARE' 3 PER LEAF TOP/BOTIOM HINGES AT 7- FROM EACH END CENTER HINGE AT MIDSPAN FASTENED TO FRAME JAMB WITH (4) 12-24 X 1/2- FH MSDOOR STILE WITH (4) 12-24 K 1/2' FH MS gEBE __ __ ____ _ O EXTERIOR SEALANTSOPTION #2• ALL FRAME CORNERS, JOINTS, MULUON SEAMS AND PERIMETER OFGLAZING BEAD TO FRAME SEWED WITH SILICONE SEALANT.CONTINUOUS GEAR ALUMINUM HINGE PEMKO-FS & SELECT SL-21FASTENED TO FRAME JAMB WITH 112 X 3/4" FH SCREWS AT 6" O.C. DOOR STILE WITH 1/4-20 X 1-1/4" FH MS WITH SEX BOLT AT 6" O.C. 'H.D En n p AD CINLnA PE y JO59'! 35J0NO Pla�bta Wdl TIEA.N. crowing no. W12-3O EXTERIOR ITDM NO. PART NUMDBIt OUANTfPY 088CNPTION MATERIALI ENV-351 1/ LFAF TOP PAL 608J-LB ENVdULUN 2 ENV-JSR 1/BOTTOM PNL BOBJ-iB ENVJ:ALUM J ENV-09] 1/ IUf NWCE SihE 60B3-iB ENVIAALUM 4 ENV-J54 1/ LENT LOCK STILE 606]-LB ENVIRM.UMS ENV-JSS 2/ DOOp FRAME JANB 60BJ-i6 ENMAMUM5A2/ OOOR ALT. FRAME JAMB 608]-16 ENMMLUM 6 ENV-]3B I/ DOOR FANdC HEAP 008]-TB ENMRALUM T ENV-]ST 4/ LfiE CUSS STOP QN$WATm CV56) 608]-i8 ENVJULUM N ENV-]9B 9/ LGE CV55 STOP (1M11NATm CIABB) 606J-T6 (2) 110 X 3/4- M MS I • (2) 1/4-20 X V ,y HH MS WITH WAHER / ry Z 3 le p 1% 3 h apt i S o"a` (2) 110 ni4" ms RINFOAC^ W WHEN REGO. TO RE MI N DOOR LEA_ F TOP PMOM.R ]-1/R" FROM TOP V MO T° FROM aOROII Z U DOOR FRAME TOP CGRNF TRANSOM CORNER I9 w Z j Gana y$y Ii I Zn"T (2)110x /3�JA Fx MS 1 � I �' � z � (s) 1/4-20 x 1° o Z G iI I HH MS WRH M ER 19 RT O 1a � 1 i JoII1$ /i'I mI D, J VID NURO AWrwNu °1 (2) 110 X 0/4° 0rva sTu.M, ad WNh ar PH us Fm K Y 70542 CAN.10i I S DOW12-30 OR LEAF BOTTOM CORNER DOOR FRAME BOTTOM ORNER sheet lOa110 �ADE SCANNED MIAMI ® BV MIAMI-DADE COUNTY G}} IbUCIB Cf111nTPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REM A'r RY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.e"v/nera '975-S: Congress Avenue, # 102 Delray Beach, FL 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 PERA - 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. PERA 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. APPROVALL DOCUMENT."Orawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01107, with revision C dated 12/06/11, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 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 revises and renews NOA # 10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. OA No lrZ=1221.04 wwnt•naorwunmr ,Zxpirait _—(Safe: Navemh`E e' r21;2017 it f�i2 Approval Date: April 26, 2012 `if Page 1 S1W Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06111, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #07-101& 06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04109107, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07--101406) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 09/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#10-1004.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P.E. Product Cant I E iner . NOA G. 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, .complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No.10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion— L.M.I., approved on 11/11/10 and expiring on 11/21/12. Manuel Per , Product Control I ^ ami r NOA No.12- .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-CADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM B MULLIONS IONS USING MULLION PROPERTIES ON Y NOTES: THIS PRODUCT HAS BEEN DESIGNED PAID TESTED TO COMPLY WITH THE REQUREMENTS OF THE FLORIN BUILDING CODE 2010 EDITION INCLUDING RICH VELOCITY HURRICANE ZONE (WHZ). ALL DIAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD RUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRICTURE ANCHORS SWML RE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BABE MATERUL SNAIL BE BEYOND WALL GOVFRINO (STUCCO, TIME ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF m APPROVAL A LOAD DURATION to N IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATEM45 INCLUDING BUT NOT LRND) TO SIEE/METAL SCREWS, TWd COME OLIO CDNFAGT WITH OTHER DISSRUAR MATERIALS SHALL MEET THE RECIDT NT5 OF 2010 FLORIDA BLOC DUDE SECTION 2000.6.4. MULLIONS ION CONTAININGTYPI A A71NG PRODUCT¢ HORIZONTAL OR VERTICAL SEE MRNDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SP41NO INSTRUCTIONS: I USE CHARTS AND GRAPHS AS FOUDWS. STEP 1 DETERMINE MUCH LOAD REOILRED PER ASCE T MR PARTIWIAR OPENINO. STEP 2 USE MWL-DAOE MUM APPRC.RD GRADING PRODUCTS MEETING ABOVE WAD REQUIREMENTS. STEP USE CONNECTION TO MULLION AS PER PRODUCTI APPROVAL. USING CHARTS ON SHEET O SELECT MUWCN S WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECDT N STEP I ABOVE. STEP 119NG ANCHOR TYPEg ON SHUT O THRU T AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH D61GGN1NLRATING MORE TI THE DESIGN HMDS SPECIFIED IN 515P 1 ABOVE vg—i I° ,CT w' pppNppp e z»g>>>m� F§K UPI aUm F In. r� Umwing no. M07-04 1,000 ,,000 --250 .6G0 ro 3T6 F �b DOD .,Y ., 26 2.500 n x .,2J 4.900 .125 250 1330 a 0.00D 4.000 JA00 I a750-4 LHL Oaad .1)3 OPT A:�4v M ION . IP (BOW-Te) alio 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. To ANGLES) STD. MULLIDN SM. MULLION CUSTOM MULLION CUSTOM MULLION CUP LPBOTRs Ulm BE nB TO fiB mur 0 BOW-T6 6063-T6 wo-TB 6063-T6 6B0 1BY WE M UMNS. 2.000 N F O �o 1.690 2.000 2A00 GO z n � IYP. TYP. .125 2.540 F• K t 1.o3D z n u m .128 .260 6A00 6.000 X TYP.I g- I � COCO UYIO L-3.)50i i DIO O NOTCH IIL OPTIONAL yy gg MULLION CLIP (BOW-T6) M1• c M y$ 2%4 - 2 X4 2%6 2 X 6 (ALT. TO MG=) nR�O STD. MULLION HEAVY MULLION .STO:MUWON HEAVY MULLION CUP LENGTHS MUST BE CUT TO DT SNUG § X H 6063-T6 600-To 60W=T6 6063-76 INTO 2W TUBE MULUONS.NOTCH- qq OPTIONAL figg ° ffi ffi 2A00 \ D°0 WA AHUAO PRODUCTRRMI= q yYY . CML. ..Plyimwhhftploft d V ,DAYC j TOse? Bulldi.,Q4 .f yy d CA.N. Jfi]0 Ao<epmoe110 %�•.O // Er (bim Dme L-.—] ANGLE CL M07-04 6063-To A eheat 2 of ] DESIGN IAAD CUACI'1X - PSP (MBE NISMONS) DESIGN LOGO CAPACIM - PW (MBE MOL)SONS) SINDOW DRIB. WHIN (N) NV SPIN I X 3 m. 1 X 4 HID. 1 2 4 00]I0X 1-1 ! 1-1/a COB)OX B X 4 M. B X 4 HGW �B X }STM 2% 0 MAW MDOW DR69. MOTH (W) IMLL WMI 1 X 3 BfD. l X 4 BEE. 1 14 Uld]Oa I Z/8 CIDITU E X d M. 2 X HXAI 19-1/B' 20-1/2' M' A' ,. w�q/e Be M• 6Y R' 130.0 130.0 IMD I 13MO I IND I304 fXDl IND f0-1/r 26-1/r 3T J)' 42' 48• Be M' 66' 1 72' t6• 048 130.0 I]OA INS ING 1M INN mox IM.O I INTO INN IM0 IM.O 1MD 464 99A 00.0 ISOA 1M.o INA IM.O 130.0 IM.O I 1M0 IMA 130.0 IMA IMO 41.0 87.9 130A IM.O 1264 IN IND UO.o IND I INN INS 130.0 IND 130.0 33.2 )w Ill.- 130,0 104.1 130 IND INS 130.0 I30.0 1310 13MO ING 130.0 MCI) 130D - 52,8 063 121.5 91.7 INA IND 13MO 130.0 1M0 130.0 1304 54.0 ea0 Il1A 003 IN 130.10 130.0 13" 1M0 IMS 130.0 1MD 1304 40.8 78.4 09.1 21A f21 1218 130.0 INTO 1M0 1M0 130D 1310 IMA - "0 BBA 612 B42 114 112.0 1no INTO 1360 IWO 130.0 1MA 1MA - 0.0 620 01.1 58.4 104. 10 2 130.0 1M0 13MO I30.0 130.0 1M.0 IMD - 30.6 57A 744 US 95A Io-1/9• RO-1/Z" 30' ])' 12' 10' ar 00' er ]r Mb/6, 130.o 13o.o f]10 IMo 1Mo IM.o INTO I= I9-1/r 28-1/2' M' 3)• @' 46' 54• D. 0O' )r BeJ 51.8 INA IWO 63GO 13MO 130.� 130.0 13MO 13MO 13MO 13MO INN INTO 1M.0 13MO 1304 J I24.7 U10 IM4 13al 13MD 130.0 IM0 INID 1M0 130D 4 1104 130.0 1020 IM.1 I10.S 130.0 1305 IM.O 130.0 1M.0 INTO 130M 1 Doi 118A BJA 13W 101.0 INTO INTO IM.O 1M.0 130.0 1J0.0 IMA )5A 101.] AA Wi OHA IND INTO 130.0 IM.O 1]0A 1MA 1JOD A 1" 81.6 . IMi NA 12)2 IND IWO 130.0 1M.0 130.0 1304 .1 812 81.1 57.1 101.1 71.1 114.6 VMS 1]0.0 1NO i30D I30.0 INS 2 60.1 73J' am 01.1 04A 104.1 13MO 13" IND 130.0 IWO 1M.0 i.IOD .0 50.1 08.5 46.1 014 e93 96A 13MG INS 130.0 130.0 u0D 4e.9 01.1 42A 3eA 18-1/0' 28-1/r 30• ar 42 4B' Be 80' or ]2' �_ 122A 13MO 130.0 IM.O 130.0 ING 130A 130.0 I9-1/0' 2a-1/2' 30' 3r 4r 40' Be Go' ea. ]2' Or45.1 110.5 INS 100.1 1J0.1 M.1 1M0 1M0 1M.0 13DD IND MOA INS 147 { 835 111.2 78.0 130.1 ))A 1M0 IMD 130.0 13M INN INS 130.0 2 7" 9G2 05.8 1221 U.1 112.9 1M0 ".'0 IMA 1M.S IMD IM.o 2 ISO )9.6 558 098 me 1=6 1M0 130.0 INS IMD IMD INTO ] w 711 02 0.7 40X 924 1M.o INN 150.0 INN 130D 130D 51.4 431 ]BA {S2 B12 128A 130.0 120D 1304 IND IWO 41.0 NO 38D BB2 3" 719 116.7 1M0 10" 130.0 INS INTO 30.9 49.1 34A 01.4 M.4 572 IOaI 1243 98.2 ISOA IWO INTO IWO MA µA 31.3 MA 32.4 51.0 Ga.4 1140 ISO IMA IM.O J0.) 40.0 - 514 10-1/6' 20-1/2- 3r 3" !2' 54' G 74.0 13M INTO INTO INTO IMD IMD InD 18-1/0' 28-1/r N' 37• !r 4W 54, 00' 85' )r 1M• 9 B1A 1032 368 1ML "a 1114 130.o IMo IWO IMD Imb 130.0 067 ]al a" 9].] qA 101.9 93W 1"o I= lam 1MD INS W.1 BID 09.0 48A1 8" 30.5 02.6 1283 1M0 120.7 IDEA I304 I30D 1MA INS - - 410 552 392 )OA � ]SB MB 113.0 130.0 INS IMA - - 37.0 49.3 316 al.e - 1.7 09d 12J.1 0.1 130.0 IND I304 314 411 MS 0.9 472 - 50.8 0.5 IODA 1 BSA 130M IMD IND - - - SBA _ - 514 70A 0.6 1 761 1MA JJDD IMA - 34.0 - 0.1 - 4BA 42_B 72.0 66a MA 82.1 WA 120.) 1M01 IMD 32J 40.4 6R.0 110.0 120.1 IMA ALL LOADS ARE EXT.(+)/INT.(-) NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS RESIGN ICAD CAPAGHW - P® (MBE NIHMONS) -L 4 WWOOfl DINS. X t%B1%61X4 2X6 EX42X0 2X0 Bmm lfin,. sPaN ern. M.ars]eu OSISSoDBNH M. aPdVY M. aslvr �` m-1/e• - 37.9 sea 76B ens 1 G&7 1304 130.0 Z 0 25-1/2' w - - - - 418 37.e 56.0 3919 71.2 111.0 130.0 F Q 50.3 353 mo 90.1 130.0 31" - - 3MG 40.8 51.0 90.5 130.0 0.0 1. 35.9 - 440 70.1 128.7 d 40• 31.4 - 39.3 61D 112.0 C Be - - - - - Us a" IW.1 /5 y BO• 311 410 00.1 VS or - - - - - - 4AB BID ]Y - - - - - - 40.9 )a1 CC p 6 6 < 18-1/0• - 44A 59.3 41.0 74.1 II5.6 130.0 28-1/2• - - 32.1 42.0 - US O14 130.0 q So• S).8 - 47.3 )3] 130.0 a �i 37' - - - MB - M3 518 INS 4Y - - - - - no 815 9A7 Q a f w 13V _ _ _ _ _ _ 45.1 04A ]SR NO 01a Be - - - - - - 315 BID )l )Y 30.] 684 In 38-1/1' JIA N.B 32A 32.0 - 17.1 41.304.] BB.O I30:0 If0.0 0 - - _ - 30' 364 B0.0 IOI.B 7 ,3r 14{' _ _ _ _ _ _ 4" B4.5 J 0� 4e - - - - - - 466 74A w p4 4 4r 35.5 812 GO zw1 94' _ 31.5 57.0 SNIER AOINBE1ff INFAWIGNARSINPE HORROIWAL L SON J z j Q j U6 MOM O1 ) 3� PPOOUCT I �� GIASIIIG ' PROWC) 2 ry 3 OWING 4lKIN0 PROWCf PPODUCI W1 TYPICAL MULLION ARRANGEMENTS WIDTH (W) Wl + w2 2 gym' vN1Nt mR000C3ROels® r',�CN1 0 _ IM PS gios9z wrmBWlwwPl9lt CAN. 330 Mccplmoe ONiIpw..N Nod _' I RrNrml.m Hnm tO�U Z n9 t F3 A LL v °oy 04<.4 d Qdi O )+, N } �o R O ^ J J �J.} NH1 62 W as g4 �M K E J Z HORZOW& NUWON dUmP ANCHORB 1FE AD.D OR D T EE &UD 0t 0 IAC169 TO 9E INSCR®EO ^ 1 IN91fE RECTAHGNM Swe 0 S�g RBtl `o 544 ArvcxDBs ABD OR D ALL LOADS ARE EXT.(+)/INT.(-). WI W2 MW110N SPAN 'cm mg' '�O a a NOTE: ' < ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. •••: q FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. Wt 4 W2 WIDTH (W) = B'e'' CM CfBL PR01➢ICPReVI3Dp egmxhlMNONdO yy E e i, (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) T M PE >0a92'. o.ax. sq]e, PIPr R<)10 I<B C<d< b �< Ac<Plm<BNo/.Q<�Q✓. y9 ARY<Hon D<m /7 � 0 a 10\1 ➢y o m^ N drawing n4. ANCHORS �E M07-04 ;,Y.. • anBBc a 4r � DESIGN LOAD CMACITY - P3F WINDOW DINS. ANCNOA9 TYPE Y90D1 (Y!) NULL SPAN A B C D 18-1/8' 26-1/2' W. W' 41" 1B' 59' 80' BB" 72" 18, 1N.) 1J0.0 IJ0.0 13D.0 82A IJ0.0 10D.J /30.0 n.t ne.z ea.e IJo.6 1lD.0 99J A68 >1.H 62.2 B0.4 BS.J 128.8 {5.] 13.8 89.4 110.a 40A BS.B {8.2 94S JO.B SB.I H.3 98.6 33.2 84) 40.3 80.8 30A 48.2 38.9 ]J.B 18-1/8' TB-1/2" ]0' J]" 4T' IB' 31' BO° 80• ]Y Be 1045 130.0 12D.1 13D.0 ]BA 121.2 B].2 130.0 Oi.B 100.) B2J 130.0 65.0 89.0 8&] 130.0 18A )B.4 99.a 11).e 12A 51.4 102D J)A 43.) 81.9 SJ.9 41.1 81J J0.9 T/.4 )Aa 2BJ r J4J aB.B 18-1/8" 28-i/1" b' Be 60" 88" )2' 93S 7129 130.0 B)2 81.9 1J0.0SO' )20 1J0.0Jr4az5a.aue.a42'98,12.9 51.4 102.E J7.1 00.0 9l.0 B0.0 BOA 31.0 43.] 440 2B.] 18.0 38.0 ]2.0 1).0 43.8 32.> 8fi.b 2q.B 10.0 ]QO 60.0 1D-1/8' 28-1/Y JO° @'108 80°320 ]2' 82B IJ].9 100.4 130,0 59.8 80.8 ]25 130D 04.0 1280]r 51.9 103.8 NJ B1A18' BO.O54' U26.442.7 440 35.6 ]1.1 BI.OB8' 28.1 50.2 T8.) 6].J D161CN WAD CMACIPY WINDOW 01119. ANCHOA9 TYPA WI01H (Vn YULL SPAN A B C 0 IB-1/B' 26-1/2' JO" Ji' 4Y 1B' 54' BO° 86 1T0" i4A 120.5 90.1 130.0 83.8 BB.B 85.1 150.0 4)S ]48 9].a 115.T JBB 82.3 M1O.i BJ.1 3].B 64.8 41.1 82J 29.) 160 J6.0 )1.0 28.4 42] S20 8/.0 TJ.a JB.4 2B.e 9).e T1.8 J4.B 29.1 62.4 ID-1/8' TB-1/T" JO" 3>" 41' IB' 39' BO' 88' )2' IJY 0B.8 821 IS0.0 B4O 59.J 11 B.B 8.0 61.4 10{.i 0.E 41.5 84.9 0.E S).4 ]4.a ALB 32) Bl.B 66 29.1 98.2 ]4.8 18.T 61.4 1.] 121.. 23.8 4).8 29.f 21.8 4J.8 I9-1/B' 2B-1/2' W. J)" 4T° 64' 144' 00.4 76.3 IJD.D 25 54J 100.) 0.0 V. BB.O I.D Ja:B J4/B" )].9 8.) 0.0 J0.00.0 5.8 10.) 6J.] 1SRIICAL YUWON GLAZING GUSINi f3i000CE vrro9ucr � /ONDN6 Pg000Cf - i INCNOR L/1 n 3 cIADHc c1MNc AToxDB.s PRODUCT PRDOUCI aB4O OR D DESIGN IAA➢ CMACITY - P9P ' WINDOW DIMS. CHO TYPE A8D9H (W) NULL BPAN A �B®'. C D ID -Ile 26-i/2' 30' 3]' 42" 48 S4' fi0' ]B-3/8° 110.0 150.0 130.0 130.0 1J0.0 1J0.0 130.0 130.0 iJ0.0 1]0.0 130.0 130.0 120.5 7]0.0 130.0 130.0 f00.1 IJO.D 12BA 111.8 1J0.0 B2.B 130.0 IJ0.0 62.e 150.0 100.1 130.0 )M1.S 12 1/4• M ULTRAOONB E0, 2 PER OUP (1 ON FADN WIND) ° e WOOD 2 PER 1/4 00. 2 PER CLIP (1 ON cul cLs WOOD WOOD SRN( 1/Y M ULMCONS BY'EWO' ULTROCDRS MAY BE I OR W HEAD SUBSTRATE Ed. - MIN. EDGE OIST. MIN EMBEOMEM WOOD 1° 1—B/B• BLOCX 2-1/2• 1-1/4' CONCRETE 2-1/2• 1-1/2' ALL CUPS AND ANGu TO m SNUG IN10 TUBE MU Ns. k v g B cups OR AMOM CONNECTED OBIELTLY TO MASONRY TO BE FROTEOTED a m u WOH ALWBB—REBIWANT COATB m SUCH AS BfNwwm PARR OR WATER—WNRE MEIINCMIATE LACQUER. AV pppp PHOD=RBVISPD Yr ONR rt+wmPlyulg wlWOm FlNI00 b M PE,Y•T1134Z'; BuIIONy COEe cA;N. J900. Ac[gflww No �2•.� Y b` (//y/y!,'}✓,( y IMlonllel0 /°/ . V ATlmn' Ee I BATvwin9 noL. L d t 1/4' DLL IAi CONS 1/4' DIA VLIPACONS 1mij 1/4' 01& IATRACONS Ed. 2 PER CUP (1 ON EACH WWO) 1/4' OW. �TRAC0.N5 m 4 PER CLIP (I ON EV.YI WWO) 2 PER ANGLE n E6 2' i NW° .. 1. o '1 MIN.' 2 D6 CUP mm NIXE0 QQQ o SNs -__------ 1FlTIE CII AUM MGY 2' O.MIN. 1WOOD 2 X 2 X /14 #14 ISMS 2 PEAµE 1-5/0'CC. MIN. 2 PER xG ANGLE I I I I LL N_ tl 0 1/4" DI4 ULTRACONS 1/4' DA. ULIRACONs Ed. 1' MIN. 4 PER CUP (1 ON EACHWINO) 2 PER ANGLE c, IV Q - I 1 I I W 0al.1LL I 1 I I I n DOZM r--------- 4( T p yl i I I rE�. T II �-i 11 IL I• xx I I J OW 2B N I I .a, • —0 �q5 FNOR `l�J� I 1 2 %2 % 1/0. �7 :..T'....' . ! . •' .' •. Q 'S—n Gj ^ li ....` WWD v I FIDATPNG WC NP I 1 P1UY �{ j I mu RE I I I 2 PEH µCIE I I Ed. I/4° OM. ULTINCONS „ 2 PER CUP (1 ON PACH WINO) gg Pn 2• o qqqq� 3CW& F €o$NRs zmz CRM ALTERNATE C g s m u µRlg1'tOCARON ANCHOR LOWON I ------ I •". C EnW: D PRODUCT 1ttlV166D 9 �o NE.t mmplyinggwlNlln EIOTIBa 3 I ALL CUPS AND µGEES TO FR SNUG WIO TUBE MUWONS. i E1h pE )05P2 pn",zlybde I CUPS ON µG1E5 CONNECTED DIRECRY iC NMONRY TO BE PROTECTED I WNN ALNAU-RE56RANT COATINGS SUpI µ BITUMINOUS PAWT OR aA,N. 5le AuCPlenm No/ Q�• 9 G �, E` .. WATER-WNIIE MEIWYRriATE IACOUER. 1JrylnliDDDMa �% p $ 5 �U11" 6 nlimli Pn>6e1 Arawing no. 6RICHI— TYPE 'B' ANCHORS TYPE 'C' .: M07-04 - ahaet g 0t 7 I/4' DIA ULTPACON9 BY '¢00' ULTPACONG WT BE NIX OR MT HEM SUBSTRATE Ed. - NIN EDGE DISf. WN. EMBEDMENT WOOD 1' BLOCK 2-1/2' 1-1/4° CONCRETE 2-1/2" 1-1/2° 1/4• DW. ULTRAGONS EFul 4 PER CUP (1 ON EACH WING) 14 S,Ms.+WMNEL�EUBE tAIALON$../.. G . n � I III---S R14 F.H. --___'------ �MATING CLIP 1/S' THICK ALUU LENGTH TO FINTO BE MULU IN0TUBES IMY BE NOTCHEDAS SRO" TO $ N = I OF CUP ANOLEA LLOW WSTALIARON J 0 CALLN JODN AFTER ASSEMBLY a 114 FH SMS 0 PER CUP FOR CHARTS A, B OR C J PER CLIP FCHART D R PER PNDLE ACCESS ROLE - 2 OC. AN NW._____ 1/4' DIA. ULTRACONS Ul 1 1/ " y3 I �z 1 II THIS SCREW CAN BE 1 I 14 PH SIRS I J Z a ���� INSRECTIO IN EITHER 1 Om sms ALUMZAUGIEB• DIRECTION ®I� 1 PEN CIJP I oa.wm F I L _J I LI 11 T� I I I. O.C. MCI, � I Ee B14 SS SM9 I 1 1/V 1 I/2° 1-1/Y' OA. NIN J, a n w k{ PER ANGLE J PER PNMIN. m 0 I AT. 1-]/4° % Y % 1/6' (FOR RBY ED O ]/4° % 2-US % 1/8' FOR T. ANGLE USE IOCARON OF SCPEWS CONNECTING MGM TO FlL SNUG INSIDE TUBE TD TUBES WHERE ANGLES ARE NOT FIT SNUG WTO TUBE MUWONS. ANCHORS T'PF 'D' ANCHORS DETAIL #1 `J METAL TO METAL CONNECTION o offi� o<m ALL COPE AND ANGLE TO FR ;NOD INFO TUBE MULLIONS. ' CLIPS OR ANGLES CONNECTED DIRECTLY TD WORRY TO BE PROTECTED �aEr" AY D PRODUCTRBVIJBD L SUCH AS OINMMUS PANT OR FW. PENIUp709TQUM. CAME ]JJB wIdins 02ZI ON Oqg nono. D M07-04 sheet 7 of 7 1/4" M0. ULTRACONS BY 'ELCO' VURALONs NAY BE HEX OR MT HEAD SUBSTRATE Ed. a MIN. EDGE GIST, MIN. ENBEDNEM wooD 1' 1—s/B• BLOCK R-1/Y' 1-1 /4' CONCRETE _ _