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HomeMy WebLinkAboutProduct Approval RECEIVED DEC 012015 �. FILE COPY M IAM I•Di4DE' hIIAM1 DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOff XFgD%CONOMIC 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.eov/economy Aldora Aluminum& Glass Products,Inc. 11500 Miramar Parkway,Suite 300 Miramar,FL 33025 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 - f 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 perforin 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"Front Set"Aluminum Window Wall System—L.M.I, APPROVAL DOCUMENT:Drawing No.W14-12,titled"Series Front Set Alum Windowall Sys. (L.M.I.)",sheets 1 through 10, 11, 11.1, 12 and 13 through 19 of 19,dated 03/21/14,prepared by Al—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 E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CMIAMMADE COUNT(' NOA No.14-0415.06 Expiration Date: July 03,2019 12'I 1 Approval Date: July 03,2014 ( Page 1 I F Aldora Aluminum& Glass Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-12,titled"Series Front Set Alum Windowall Sys.(L.M.I.)", sheets 1 through 10, 11, 11.1, 12 and 13 through 19 of 19,dated 03/21/14,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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL 7140,dated November 27,2013,signed and sealed by Marlin D.Brinson;P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per.FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL 7641,dated March 18,2014,signed and sealed by Marlin D.Brinson, P.E. 3. 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 an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL.7698,dated March 18,2014,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5'h Edition(2014),prepared by Al—Farooq Corporation,dated April 9,2014,all signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) an ,P.>!y. Product Co �trol aminer NOA o. 4-0415.06 Expiration Date: July 03,2019 Approval Date: July 03,2014 E-1 Aldora Aluminum & Glass Products,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. 13-1126.20 issued to Allnex USA,Inc,for their"UvekoI S Laminated Glass Interlayer",dated 02/20/14, expiring on 02/08/19. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS I 1. Statement letter of conformance,complying with FBC 5gh Edition(2014), and of no financial interest,dated April 9,2014, issued by Al-F'arooq Corporation,signed and sealed by Javad Ahmad,P.E. , 2. Proposal No. 12--1644 issued by the Product Control Section, dated September 10, j 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. r' Maiittel P E. Product Contro Exa finer NOA No. 115.06 Expiration Date: July 03,2019 Approval Date: July 03,2014 E-2 D.L OPNG. D.L.OPNG. _ OPHG. D.L.OPNG. SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 j D.L.�� O It a F c:0 1e /� 0 F D 0 ,E E D 0 13 13 IJ ! 13 ___________ 73 d j 4 00- 15 I3 t5 // t3 {•T-.c_==.:=._�_ ^ 13-.... yq��h-payd m I I i w Z a a y N t/• :1 SEE' O ACOORX vwi N /� 11 IMPACT DOOR NOA 4I 'POj FOR DOCR VTING M p C C ' I�&DETAILS. \ C C . J HEAD SILL I =N '' I HEAD/SILL OPRON WITH / 1 TMP• 71/2- 1CORNER1 O CORNERS HFAtI I ANCHORS TYPE N S JAMB ANCHORS Y T1 ANCHORS TYPE SILL �,AW,AC,BW,BC OR CM 1 ANCHORS TYPE 3 ANCHORS TYPE TYP. AW.AC,BH,DC OR CM 2,3 OR 4 AT EACH SIDE OF MULL 1` AW,AJ:,8W,BG OR CM TYP. ��AW,AC,D'A,BC OR CM 2,J OR 4 AT EACH JAMB SEC SHEETS 8 iHRU 10 -2,3 OR AT DOCK MULL -2.3 OR 4 AT EACH JAMB SEESHEETS B THRU 10 SEE SHEET 11 SERIES FRONT SET 'TYPICAL ELEVATIONS SEE SHEER D TITRV 10 ALUMINUM WINDOWALL SYSTEA! SINGLE 'O' PANEL: f(L4ME WIDTH = D.L.O. WIDTH + 4.50' THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MLAMI-OADE FRAME HEIGHT = D.LO. HEIGHT 4• 4.50" COUNTY APPR'O MOE MISSILE IMPACT RESISTANT DODRS. v LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL INSTRUCTIONS: _ WILL APPLY TO ENTIRE SYSTEM. .IN CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. USE CHARTS AS FOLLOWS. f PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. 4 0 STEP 1 DETERVJNE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON WIND VELOCITY.BLDG,HEIGHT,WIND ZONE THIS SYSTEM IS RATED FOR LARGE B SMALL MISSILE IMPACT. Z REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. HURRICANE ZONE(HVHZ), 57EP Z SEE 04AKM ON SHEET 3 FOR DESIGN LOAD WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK, WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER CAPACITY OF DESIRED GLASS SIZE. i Y LOADS TO THE STRUCTURE Elgn JAYAD'AHM�D n j STEP 3 CHECK MULLION CAPACITY FOR A MEN SPACING AND CMyL '1➢➢rored o�rnmplJlde dib lbp ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS HEIGHT USING CHARTS ON SHEETS 4 THRU 7 FOR STOREFRONT FIA PC]70592 PlorlI elilinp od EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MULLION AND SHEET 11 FOR DOOR MULLION. CAN, 338 Dote NOAO Y 5 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CAPACITY SHOULD EXCEED THE OCSIGN LOAD.LS ARE bf�ml D�Ur ProJv Hol NOT PART OF THIS APPROVAL STEP 4 USING CHART ON SHEETS B 7HRU TO SELECT ANCHOR OPTION A LOAD DURATION INCREASE IB USED IN DESIGN OF ANCHORS INTO WOOD ONLY. VmH DESIGIN STEP 1 ABOWE.N RATING MORE THAN DESIGN LOAD SPECIFIED QY. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A THE LOWEST VALUE TIRE SST FROM STEPS 2,3,AND s REOUIRiMENTS OF THE FLORIDA BLDG.CODE. SHALL APPLY TO ENTIRE YSEM. Lsheei�i o� 119 -•1/4'HEAT SIREN'D CUSS 1/4'HEAT SIREN LJSS ^1/4'HEAT STREWO CLASS 090'Inlxrlayef 120'Intedayar 090'Intelioyer 1� DuPont SentryCios tlrekol S SolleX Clear And Color Gaac By'E.1.DuPont De Nemo s 6:Co.,Inc.' By'Nlnax USA,Inc.' By'Eastman Chemleal Co.' 0 1/4'HEAT SIRE 0 GLASS 1/4'HEAT SIREN'D CLASS 1/4'HEAT STREN'D GLASSot �. " Qat a F O q n4 25 \ 2 ; i 25 \ , i ; 25 i 25 0 27 0a�o , ZN t'"'T� 51UCONE S UCONE 31 A;'w'zSILICON 31 SILICONE W 31 �y S DOW lARtiiNC CW5 DOW CORNING CWS. DOW RNINO CWS DOW CORNING CWS Olu TREMCO TRE MSIL600 EMCO'TREMStL 800 TREMCO REMSIL 600 TREWCO TREMSIL 600 DOW CORNING 899W"�CIO N64C 899 cMS ,,�•Pf,•'{-.rG3 V" y DOW ORNINC 899 �5 DOW CORNING 899 _ TYPE '(i� -"�"'"' `'�'- ATTAT ERNE CLA2ING DETAT r OPTIONAL FOR GLASS IYPFS 'G7', 'C3' 1/4'TEMP.CLASS 'TEMP. S 1/4'TEMP.CLASS yf 9 1/2'AIR SPACE —1/2 1/2'NR SPACE (LC 1/4'HEAT SIREN-D GLASS 1/4'HEAT STREN'0 GLASS 1/4'NEAT STREWO CLASS z u� 090'(M.A.", 120'Interloyer 090'IDlerlcyer j dN DuPont SentrA. U"e I S Sollex Clear And Color Glass By'EA,DuPont Do Nemours k Co.,Inc' By'Nloax USA,Inc.' By'Eoatman Chamkal Co.' E m 1/4'HEAT STREWD CLASS 1/4'HEAT STREN'D CLASS 1/4'HEAT STREWO CLASS £ 6S Ig ti o 2! s^ z s u 26 1 I r 25 D 26 1 , I 25 25 I I I 25 27 o SILICONE 34 SILICONE J4 SILICONE 34 SILICONE 34 a DOW CORNING CWS DOW CANING CWS DOW CORNING CWS DOW CORNING CNS_ w TREMCOTREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO 7REMSIL 500 DOW CORNING 699 yj,(LSS TYPE 'G2' DOW CORNING 809 GLASS TY�B 'C4' OOW CORNING B99S,T ARS TYPE 'GB' DOW CORNING 899 �,TF.RNATE GLAZING U$T/IIT, DPR014AL FOR CLASS TYPES 'G2', 'G4'h 'C6' o ° " u O a `O 1 1 I V, 26 25 1 I I Cngr.JAYAD AHAUD Florid.nl......pyfaq Mull Lk,CML N j/2" Ajjt—SPA08 CONS[ST1NG__0 Fl CPC AN,isa6�97 Dme 1y ���1I44 a 1 SP9CEf3: NOAH ALUMINUM BOX SPACER AROUND M ml x,6.dn'C 114EPERIMETER OF THE GLASS. PERIMETER SEAUNL: drawing no. SILIC31 ONE CORNING 791 W14-12 DOW idMINATED GIAS9 ON 1?XTRAIOR CE 2000 sheet DI19 OPTIONAL FOR CLASS TYPES'G2', '04' dt 'CS' GLASS LOAD CAPACITY-PSF GLASS LOAD CAPACITY-PSF - CIA55 LOAD CAPACITY -PSF - �tr y GLASS TYPES LA.., PES - CLASS TYPES ' ( T.(-)E T(+)4II.4-)EXT.(+) INT.(-) DL0.UDIH DLO.HMtg E%T.(+)INT. T.(-)ET•(' -� 'G5'&'cc' NpTltNAL,DIAIS. 'Gi' & 4' 'G5' &'06' NOMINAL DIMS. 'G3'A,'Go' 'Ga' &'G4' 'G5' &•G6' D.L.O. D,LO. 'r 4103,WI01H DL0.HEIGHT�4+)1'� ( - (-) "- +)ItBt(-) tl.LO,MOIN O.LO.11DCNi EXT,(+) INS.(-)EXT.(b) INT,(-)F.T.{+) INT.(-) .,W16TN WIpTN Z n # NOMINAL DIMS. ov Y 33' IZDA 135.0 120.0 13510 65.0 7&0 33' 1201.0 135.0 120.0 135.0 65.0 7510 33' 120,0 135.0 120.0 135,6 6510 75,0 35.0 120.0 135.0 65.0 75.0 36" 120.0 135.0 1200. 135.0 610 7&0 36' 120,0 135.0 120.0 135.0 65.0 J9' 120,0 135.0 120.0 135.0 65.0 7510 39' 120.0 135.0 120.0 135.0 65.0 75.0 39• 60.0 60.0 80.0 80,0 65.0 75.0 0 G i( V 42' 120D 135.0 120.0 135,0 65,0 75.0 42' 120.0 1354 120.0 r35.0 630 7&0 42' 60.0 60.0 80.0 60.0 05.0 75.0 Joy 45' 120.0 135.0 120.0 135.0 65.0 75.0 X45' 120.0 135.0 .0 D 65.0 75.0 45' 60,q 60.0 80.0 80,0 dE' t2D,0 135.0 120.0 IJS.O 85.0 7510 (M4 60.0 60.0 ',0.0 'S�80.LR 6510 7510 48' 121-1/2' C04 60.0 80.0 80.0 $1' 73-1/2' 120,11 135,0 1200. 135,0 65.0 75.0 5 57- 2• 0.0 60.0 OA 65.0 75,0 51• 60,0 60.0 80.0 00.0 �,� J t6c 54' 120.0 135.0 12" 145.0 65.0 7510 54' -.- 60.0 6010 80,0 a0.0 - - 54' 80.0 no BDA 80.0 �- - d d� Q 0.4,1 Q] 57' 120.0 135.0 UOD 135.0 65.0 75.0 57' 60.0 60.0 8010 BDA - - ST 00.0 60.0 T?g ££ GO' 120.0 135.0 120.0 135.0 .65.0 75.0 60' 64.0 60.0 ma 80.0 - 60' 60,0 00.0 80.0_ BD.D or 9010 9010 8010 60.0 65,0 75.0 63' 60.0 60.0 80.0 no - - 63' 60.0 bs.6 80.0 Cis, $6' 60.0 601,0 80.0 80.0 65.0 75.0 66' 60.0 60.0 S0.0 60.0 � 33' 120.0 135,0 120.0 135.0 65.0 75.0 �.L �ly 59" 0010 60.0 60.0 80.0 65.0 75.0 G4' 60.0 60.0 $0.0 80.0 36' BD.4 40.01 84.0 60.0 65.0 75.0 Q I 33• 120.0 135.0 120,0 135,0 GSA 7510 33' 120.0 135.0 120.0 135.0 65.0 75.0 39' 60.0 _60.0 60.0 60.0 65.0 75.0 36' 120.0 1354 120.0 135.0 66.0 7510 36' 120.0 135.0 120.0 135.0 65.0 76.0 42' 64.4 boo ao4 8010 p 39' 120,0 135.0 120.0 WS.O 65.0 75,0 39' 120.0 135.0 120.0 135.0 6510 75,0 45' 1T7-1/2• 6tl.0 60.0 80.0 80.0 ry 3 M 42' 1204 13S.0 .120.0 .135.0 G54 _-75.0 42' 120.0 135.0 120.0 1354 660 7310 46• 604 6010 804 BOA 45• 120,0 135.0 120.0 1135.0 65.0 76.0 45' 00.0 90.0 80.0 60.0 6510 7510 51' 6010 60.0 80.0 8010 48' 120.0 135.4 120.0 115.0 6510 75.4 48' 6010 6010 80.0 64.0 65,0 7510 Si' 60.4 G4lo 80.0 8010 - - � UI yr 51' 79-1/2' 120.0 135.0 120.0 135.0 65,D 75.0 51' 103-1/2' 00.0 G4.0 80.0 $010 - 57• 6010 60.0 80.0 50,0 - - D- ¢ .^.. 54' 120,0 135.0 1204 135,0 65,0 73.0 5+' 60.0 60.0 00.0 80.0 - 60' 60.0 6010 60.0 80,0 - - ( 3 a S7' 80.0 90.0 80.0a0,0 6510 7So 57' 60,0 60A 80,0 8010 - 33' 12010 135.0 120k1354 ff5.0 75.q 60' 60,0 6010 60.0 60.0 65.0 75.0 60• 60.0 60.0 80.0 00.0 - 38' 60.0 60.0 80.0 60.0 �65.0 75.0 � �0-r0,1� I 63' 60.0 60.0 60.0 SO.O- 6510 75.0 6J' 50.0 64.0 80.0 80.0 39' 60.0 60.0 ao.0 8010 - "I 6$' 60.4 60,0 80.0 80.0 - 66' 00.0 60.0 80.0 00.0 42' 60.0 60.0 80.0 50,0 - N m 69' 60.0 60.0 80.0 BO.o - - 69 60.0 60,0 80.0 80.0 - ^ 45' IJ3-i/2" 60.0 60.0 a04 a0.0 - - 33' 110.0 13510 120.0 IJSA 85,0 75.0 33' 120.0 135.0 120.0 135.0 65.0 75,0 4b' 60.0 60.0 00.0 BOA _,._.. ..�. ...„....__�_•_ 38' 120.0 135.0 120.4 135.0 65,0 750 36' 12oo 135.0 120.0 Ina 65.0 75.0 51' 8100 60.0 SO.0 me, - - � Q p ... ... ...... ..__5__. 1� 39' 120.0 135.0 120.0 135.0 65.0 75.0 39' 1204 135.0 120.0 135.0 65.0 75.0 $4' 60,0 60.0 60.0 Bb10 - R 42' 120.0 135.0 120.0 13554 6410 no 42' 90.0 Sao_ $Do 6610 6510 75.0 57' 80.01 8010 80.0 Sam 45' 120,0 135.0 1200. 135,0 65.0 7510 45' 00.0 no 80.0 80.0 65.0 75.0- 33' 901D 90.0 80.0 80.0 65.0 75.0 - 4a' 120,0 135.0 120.0 135.0 65,0 75,0- 4g' 60.0 GO,q 80.0 60.0 36' 60.0 00.0 60.0 00.0 65.0 75,0 51' 95-1/1' 120.0 135.0 120.0 135.0 515,0 75.0 5t" 108-1/2' 60.0 604 80.0 84_10 - - 39' 6410 AOA 604 80.0 �_ _ - 54' F120,0 90.0 a0.0 60.0 65.0 75.0 54' 60.0 60.0 ao10 80.0 427 50b 60.0 80.0 60.0 - 57' Boo 60.0 4 o 65.0 75.0 57' 600 600 800 no 45' 134-1/2' 60.0 SD.O 80.0 8010 c 60' 60.0 60.0 80.0 65.0 75,0 60' 60,0 60.0 80.0 50,0 48' 60.0 60.0 80,0_ 80.0 �- 2 63' $0.0 Bolo 80.4 63` $0.0 60.0 80.0 80.0 51' 60.0 GDA 80.0 Eo.0 _ _ _ 66' 60,0 8010 80.4 66' 60.0 60,0 S0.0 8010 54' 60.0 60.0 8010 a00 - - 69' 8010 864 60.0 64' 60.0 80.0 6010 60.0 5?' 60.0 60.0 80.0 ba.0 33' 135,0 120,0 135.0 85,0 7510 33' 120.0 135.0 120.0 135,0 65,0 75.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED......38' 135.0 1204 135.0 05.0 75.0 36' 120.0 135,01 120.0 135.0 65,0 75.0 39' 120,0 135.0 120.0 135,0 6510 75.0 J9' 120.0 135.0 120.0 135.0 65.0, 75.0 m O 42' t2o0 r36.0 120.0, 135.0 6510 75.0 42' 60,0 6010 6010 80.0 65,0 76.0 NOTE: 45' U00 135.0 120.0 135.0 $SA 754 45' 60.0 60.0 80,0 84.0 GSA 7510 GLASS CAPACITIES ON THIS SHEET ARE 40' 120,0 135.0 120.0 135.0 65.0 75.0 40' 60.0 60,0 6010 Nea.o - BASED ON ASTM E1300-09 (3 SEC. GUSTS). 51' 91-!/2' 60.0 60.0 Bob 604 65.0 7510 54' IIs-i/2• 6010 60,0 $010 80.0 - Engr,.D,vAa-o ApPm41d m-mp171q With 00 F. st' 60.0 64.0 B0.0 B0.0 65,0 7s.0 s1' 60,0 60.0 a0.0 a0.0 - firl.PE�pL TG592 Plurid r le 1 57' 60.0 64.0 80.0 SO,O - 67' 60.9 $0.01 a0.0 80.0 - C1A.tt.3636 NPA-}1j.f�Lfti� I� 60' 60.0 60.0 80.0 80,0 - - G0' $0.0 60.0 80.0 80.0 - At w-41,rPmdntt 63' 60,0 60.D 60.0 80.0 - 63' 60.0 601.0 601.0 80.0 66" 60.0 60,0 C0.0 a0,0 - - 66' 60.0 1 SOD SOA 00.0 - drowiag Do. s9' 60,0 60,0 80.0 80.0 GLASS ';I JU 9 ZQt4 O. DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP 17 47 j� MULLION MULLION MULLION VITHOUT INTERMEDIATE NGRIZONTAI9 })KNOUT INfEa5imas ITORIZONTAI9 wmioUT INTERMPA(ATE NOR120NTAL5 m I MULLION'Ml' MULLION'M2' MULLION'YB' 11 7 12 t I 7 O ro NOMINAL DIMS. NOMINAL DINS. NOMINAL DINS. JAMB'J1' JAMB'J2'/'12K JAYS'J8'/'J2A' mom D» F-E N--(r)Da.(-) ww111 0'0 FRAOE NOONI EM.(+)INT.(-) mons(w) rwwE I(OM og.(+)IW.(-) � 30• 90.0 90.0 30' 120.0 135.0 JO• 120.0 135.0 A a 36• 90.0 90.0 J6• 120.0 133,0 36' 110.0 133.0p g�g 42' 42• 1x0.0 135.0 42" 120.0 133.0 JAYD'JL' JAMB'J2' JAMB•J9A' Q fl t4 40, Q - 40' 120.0 135.0 44• 120.0 135.0 Is !1.4 52 H'7 Ii LY•4 9i IN'S IN W'4 REAP 84` 114• 3.654 2.521 ALUNINU 4.027 1.706 ALUMINUH 5.684 2.521 a " 54' s• 120.0 135.0 48' 80.0 80.0 9TEBL 1519 _.780 STEPJ. 1.5{9 .760 Q Q 60' 90.0 90.0 80• 120.0 135.0 54' 80.0 80.07h0TALAWN1 70TAL V 61• ICA 90.0 10.089 a pI 6 6 7 L 8.037 h kW 1 k SR It Z.i f0 66" 80.0 80.0 6D' 80,0 80,0 w+Q 68' 60.0 80.0 0 6 O 72" 80.0 90.0 687 004 80.0 $r 8 72' 80,0 BOO 30' 120.0 135.0 72• B0-A-,. 00.0 30' 90.0 90,0a 3' 90.0 90.0 .36' 120.0 138.0 30' 0 120.0 175. 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