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HomeMy WebLinkAboutNotice of Acceptance (3) • 4 i M1AM1•DADE MIAMI-DADE COUNTY 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) .w,v.mlamidade.eovhconomy Aldota Aluminum& Glass Products,Inc. 11500 Miramar Parkway,Suite 300 Miramar,EL 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 - 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"Front Set"Aluminum Window Wall System—L.M.Y. 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. _ NOANo 1"1415.06 MIAMFDADE COUPOTY . . �,1�, xa .. 1I Expiration Dat6f: July 03,2019 Approval Date: July 03,2014'-: Page l File COPS_ 1:nY."; :a:',w....8,.:.: - .:.,.,. .. !:*...r.��u.. e..7.^dKG�n..ID a..3en+'.�9f.x.LAR q' t•d s:: y e+�a .w:e-q W,er»+s.�wi.c+.. -..:,ax{.t '.,asw�.,wiRnwAr:.<rt"Kti+�bw-+Pxr;:h I 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 'I 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 S'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 B1300-09 D.. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) rV1anu"r)aZ,P.G. Y -` Product Control Ekaminer e.,,. NOA o -0415.06 Ezplratfou Date Ju 03,F,2019 Approval Date: July 03,2014 aabra0 oil ��o .r.r.-.5•. � �,... a � a.S-z,g..Y- .. .,..._ .,g„., ,.4...+,�..c,n.,qg rests _ .. f..�e d+y".f 7�M"x!v ^:....Y r :, - 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"Uvekol 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 �. Statement letter of conformance,complying with FBC 51'Edition(2014), and of no financial interest,dated April 9,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 12--1644 issued by the Product Control Section, dated September 10, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. r L - Product Coutro Exa finer NOA NO.. _ - 15.06 i xpiration Da Ju 03,2'r .- Approval Date: July 03,2014 E-2 • NP R r D,L OPNG. D.L.OPNG. D.L.OPNG. D.L.OPNG. nlil� SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 SEE SHEET 3___..____11 14 _ _ _ 12 I4 To IX7� M 0 <hdq 4{.^-^^_---^ 15......_ O m 'I n q-------- r .O j r Y � �� ,/, �/ 16• II // �L7 u� '/ U iffiqj v=i n �� o VI N ��• �I SEE ACOORA' `SI a o �i II IMPACT ODOR NOA 41 M g I I�FOR DOOR STATING E t5> 1I h DETAILS. C c ' J c C I = �. " IIFAO/SILL ` /I I3. MP. MAX. ``-_"� -/i H4EADI/2ILL -I11 CORNERS ` 7 1/2' HEAD 1 ANCHORS TYPE I CORNEAS 11 0 �ANCHORS TYPE SILL ��,AW,AC,BW,aC OR CM I ANCHORS TYPE 3� 1 ANCHORS TYPE . 1 7yp, ��AW,AC.FIYl,BC OR CM ��2, AC,BW,BC OR CM S 3 OR 4 AT EACH 510E OF MULL 2, AC, 4'BC OR CM 2,3 OR 4 AT EACH JAMB ':. 2,3 H 4 AT EACH JAMB SEE SHEETS S'1MRU 10 2,J H 4 AT DOOR MULL SEE SHEETS 8 THRU 10 t SEE SHEETS 8 THRU 10 SEE SHEET 11 A SERIES FRONT SET TYPICAL ELEVATIONS ALUMINUM'WINDOWALL SYSTEM SINGLE 'o' PANEL: o FRAME WIDTH = D.L.O. WIDTH + 4.50" _ TT95 SYSTEM MAY DE USET)IN GO SYSTEM WAMI-DARE FRAME HEIGHT = D.L.O. HEIGHT + 4.50" -' COUNTY APiR'O LARGE MISSILE OMPACT RESISTANT DOORS, Y' LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL INSTRUCTIONS: WILL APPLY�TO ENTIRE SYSTEM CODE REQUEMENTS FOR SAFEGUARDS MUST BE OBSERVED. USE CHARTS AS FOLLOWS. I PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. - STEP 1 DETERWNE DESIGN WIND LOAD REQUIREMENT BASED VI THIS PRODUCT'HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE THIS SYSTEM IS RATED FOR LARGE k SMALL MISSILE IMPACT. REQUIREMENTS,OF THE FLORIDA BUILDING CODE WCWLNNC HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REOUIREO, < HURRICANE ZONE(HVHZ). Wq SEE CHARTS ON SHEET 3 FOR DESIGN LOAD f WINDOW WAIL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK. � WOOD BUCKS_B STEP 2 Y OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER CAPACFTY OF DESIRED GLASS SIZE. " R LOADS TO SHE{STRUCTURE. Cnyr.AVAD'AHMM T 4 y!►•' STEP CHECK MULLION CAPACITY FOR A MEN SPACING AND CML Approved of mmAiq whb iho i ANCHORS SHALL BE-AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS HEIGHT USING CHARTS ON SHEETS 4 THRU 7 FOR STOREFRONT F1A.PC/70592 Flarld. w llne ` EMBEDMENT BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MULLION AND SHEET 11 FOR DOOR MULLION. G.x.3530 Dalc ANCHORINOAOR LOADING CONDITIONS CAPACITY SHOULD EXCEED THE DESIGN LOAD. NOAC ONS HOT SHOWN IN THESE DETAILS ARE Afemll�d,Pndu 4 NOT PART DWF THIS APPROVAL STEP 4. USING CMND ON SHEETS S THRU ID SELECT ANCHOR OPTION A LOAD i INCREASE 15 USED,IN DESIGN OF ANCHORS INTO WOOD ONLY. l H��RATING MORE THAN DESIGN LOAD SPECIFIED ay, drowing no. > E. MATERULS'INiCLUDING BUT NOT.UNITED TO STEEL/METAL SCREWS,THAT COME INTOCCONTACT WITH OTHER DISSIWLAR,MATERIALS SWILL MEET THE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3.AND 4 t REOIRREM1LEN S OF THE FLORIDA:BLOC.CODE _ SHALL APPLY TO ENTIRE SYSTEM. 4 Sheet 1_ 0119 r° 1 � r —1/4'HEAT WREWD CLASS \02 4'NEAT STREN'D CLASS 1/4'HEAT STREWO CLASS �t' 080"Interlo"r 120'Interlcyer 090"Intertoyer 1� 4 0�Pall Sentrymas UVekel 5 Saflax Clear And Color CNefa By'EL OuPmlt Do Home=R Cc,;Inc' By'Nine:USA,Inc.' By'Eastman Chemlecl Co.' z i IN TEAT STREWD CLASS 1/4'HEAT STREWO CLASS 1/d'HEAT 5it1EN'D GLASS a n, 9O qo 0 R U I� 25 O= n 27 ` 2 :1 I 25 \u l 1 25 , 1 V yl v 9dJCONE J1 SILICONE 31 SILICONE J1 SILICONE 31iJ3 DOW Col" CWS Dow LXIRNING CWS DOW.CORNING GINS DOW CORNING CWS irriNl T TREMCO TREMSA f100 TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 DOW COR asil DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 s� GLASB TYPR 'Gl' GLASS TYPE 'G3' MASS TYPE 'GS' s ' - A1,TERNATE GLAZING.DETATL u p S el _ OPTIONAL FOR GLASS TYPES 'C1'. 'GJ' & 'GS' 4'1ELLP.GLASS 1/4'IELF'.C1A55 1/4'TEMP.G1A55In IL yS N 2 1/2'All SPACE --1/2'AIR SPACE 1/2-NR SPACE � �C 4 9 1/4'HEAT STROWD CLASS 1/4'HEAT STREN'D CLASS 1/4'HEAT STREN'0 CLASS 17. LL i 090'Inla ti loyer 120"Intarlayer 090'Inlerloysr >; CD a�¢.N Dupont SantryGlw Uvekol S 5oflen Clear And Color Glaae � ` Z t By'E1.DuPont Do Namoum&I Co,,Inc' By'A!Inett USA,Inc, By'Eastman Chemical Co.' E 10 tvFt 1/4'HIM StREWD CLASS 1/4'HEAT SIREIN'D GLASS 1/4'HEAT STREN'D GLASS _ 1„ es c 00 c o 11T A n I 1 3 aJ 1 1 1 1 IT 3 25 29 1 1 1 25 N 26 , I 25 i.1� 26 I 1 25 I I I c MNE ]4 SIUCONE SILICONE 31 SILICONE 3434 .0 ODW EARNING CWS DON CORNING CWS DOW CORNING CWS DOW CORNING "MOD 1T1EM5f1.1100 TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 800 .u DON COR 099 CLASS TYPE 'C2' DOW CORNING 809 GLASS TYPE 'G4' DOW CORNING 899 GLASS TYPE 'GB' DOW CORNING 899 I AITFRNATR C 7y DING DETATL H OPTIONAL FOR CLASS TYPES'G2% 'G4' h 'G6' c o o_o E C n � �O I , 15 25 Engn JAVAO NUMD ' { r 4pp CMt. flornl 9l mmpfyie¢xlth 0e a 1 I/2" AIR RPACB CONsISTTNG OF: Fl� 0552 �1d�y1 d� 1 ' 1 SP�GER: NnA9 S ALUMINUM BOX SPACER AROUND M a1 a ei'rodut C I 8 5 - THE PERIMETER OF THE GLASS. PERIMF7ER SEu Aura drawing no. 34 SILICONE l!// W —1 Z OOW CORNING 791 42014 j,�MINA L F R GLASS ON£XTRRLUR � GE 2000 sheet 2 of T 9 OPRONAL FOR CLASS TYPES'C2'. '04' & 'G6' �� a ' y CLASB LOAD CAPACITY POP CLASS LOAD CAPACITY-PSP CLASS LOAD CAPACITY^PSP GLASS TYPES GLASS TYPES GLASS TYPES NOMINAL DIIIS. '01' &'02' 'GO' &'G4' %5'&'GO' NOMINAL DINS, 'D1. k.11, 'G0' &'04' 'GO' & 'GO' NOMINAL DIMS. 'G1' & 'G2' 'G3' & 'G4, 'OB' & 'Gs' O.LO. O.LO. 'T OJ_0.WDiH OLg HUM W-(+) 01T,(-)-I,(+) IK(-)M4+) INT.(-) ML0.1HDTH DLO.Mom D(T.(+) WL(-)E%T•(+) [NY.(-)El(T.(+) IHT.(-) 010.NDT11 D.L.O.HI10Hf Exr.(+) INT,(-)EXT.(4�) 01T.(-I EX1.(+) P1T.(-) WIDTH WIDTH O } J]' 120.0 133.0 120.0 135,0 650 75.0 33' 120.0 135.0 120.0 Ma 65,0 75.0 J]' 12010 135.0 120.0 1310 65.0 75.0 38' 120A 13" 1200 135.0 6SA 73.0 36' 120.0 135.0 120.0 135.0 654 75.0 36' 120A 735.0 120.0 135.0 65A 75A F `fin 39' 120A 1310 120.0 133.0 '65.0 710 39' 120.0 135.0 120.0 IS5.0 65.0 75.0 39" 60.0 60.0 80.0 80.0 55.0 75.0 qq D 4 O f 42' 120A 1]S.0 120A 135.0 610 75.0 42' 120.0 135.0 120A 135.0 65A 75.0 42' Son 60a ODA 80.0 65A 75A -!� j y u 49' 12D�O 1J6A 120.0 13%A �,69,0 75.0 49' 120.0 135.0 120.0 135.0 65.0 75A 45" 60.0 60.0 80.0 80.0 - - O ` 0. a 1, 4 ---- - 48' 120.0 135A 120.0 135.0 `MO- 75,0 4a' 60.0 60.0 80.0 80.E 610 75A 48' 121-1/2' BOA Bolo Bolo Bolo - - x 0 51' P 1fY I200 1354 120,0 1310 65A 75.0 51' 97-1/2' 60.0 _6D0 80.0 80.0 65A 75.0 51' 60A Bolo Bolo 00.0 - 54' 120,0 135.0 t20.0 143.0 610 no 84' 60.0 50.0 80.0 ODA - - 54' 60.0 80.0 80.0 80.0 - - cy c �7I t - 57', 120.0 135.0 120.0 135A 65A 75A 5T 60.0 60.0 9010 'amo - 57' 60.E 60A $0.0 50A - - oV Q a Q 120A 1310 120.0 135.0 1GSA 75A 160' 60.0 60.0 doA .Bolo - - 80' Bolo solo BI.O solo - „ or solo $0.0 60.0 1 Bolo 65.0 no 8]' sO.0 60.0 50.0 80.0 - - 61' Gol0 80.0 Boa 80.E - 60.0 'Cols '80.0 80.0 65a 710 66' 60.0 Bolo 80.0 80.0 - - 33' 120A MA 120.0 Ma 65A 75.0 LL 2 c n 69' d0.0 'Bolo '00.0 B0.0 65.0 710 59' 60.0 60.0 00.0 60.0 - - 36' Bolo 90,0 d0.0 Bolo 85,0 75.0 Q 33' 120.0 135.0 120.0 135.0 65.0 75.0 33' 12CA 135.0 120.0 135.0 45.0 75.0 30' 60.0 60.0 80.0 BOA 65.0 7" 36' 120,0 1310 120.0 1J9.0 65.0 75.0 36' 120A 135.0 120.0 135A 65.0 75.0 42' 60.0 Bolo 80.0 80.0 J9' 120.0 1�5.0 12ol0 135.0 G10 75A 39' Ma 135.0 120.0 M-O 05A 75.0 45' Goa 60.0 BOA Bo.O - 127-1/2' 42'. 120,0 1J5.0 120.0 1JSA 65.0 75.0 42' 120.0 1J5.0 120.0 1310 65.0 710 qs' G0.0 Bolo 8f1.0 Bolo - - v 49' 12U 135.0 110.0 135A 65.0 75.0 49' 00.0 ODA 50A BOA 65,0 75,0 51' Bolo 60.0 80.0 ODA �. 45' 120.0 1310 120.0 135.0 65.0 75A 1. solo Goa son -80.0 65.0 75.0 54- 60.0 60.0 80.0 80.D - - •g o _ SI' 7 -1/2' 120A 1J10 120.0 1X0 610 MO 51' 103-1/2' Bolo solo "Bolo do.0 - - Sr 8D.0 GOA L0.0 do.o 54' 120.0 13SO 1204 135.0 05.0 754 54' 60.0 60D 80.0 00.0 - - 60' 60.0 60D 60.0 80.0 57' Pon ;DDA Bolo doa no 78D 57' 60.0 60.0 80.0 .8D.0 - - 31' 120.0 135.0 120.0 135A 65.0 75.0 � �4 N OW 60.0 60A 60A BOA an 75.0 60' 60.0 60.0 Salo B0.0 - - 35' 60.0 60.0 80.0 80.0 65.0 75.0 � �0.,M I iy 63' 60M 60.0 LIDA S0.0 65.0 75.0 BJ' Bolo 60A Bolo bolo - - 39' 60.0 60,0 do.0 80A '60.0 'GOA 00,0 son - - OB' �60,0 60.0 B0.0 sea - - 42' 60A 60.0 110.0 504 -- - � � LJ� II 8s' Bolo $0.0 Bolo 60.0 - - 69' 60.0 60.0 Goa Bolo - - 45' 60.0 60.0 80.0 solo _- - E- i.' 133-1/2' a M ' J3' 120a 135.0 120A 1JS.0 d10 75.0 3J' 120.0 1.]5,0 120.0 fno 610 75.0 48' Bolo Bolo Bolo 8D,0 t - ' 39' 120.0 135A 120.0 135.0 610 75.E 38' 120A 135.0 120A 135.0 65A 75A 51' 60A 60.0 e0A 80A 39T 120.0 1J5.0 120.0 13SA 63.0 75.0 30" MID 135.0 120.0 1J5.0 55.0 75A 54' 60.0 60.0 solo 80.0 4r 120.0 135A 120.0 1JSA 05.0 75.0 42' Bolo 90.0 10.0 BOA 65.0 75A 57" 60.0 80.0 80.0 ODA 1 _ 45' 120.0 135A 120A 135.0 65.0 75,0 45' .60.0 Bolo BOA 50.0 65.0 75.0 33' 90.0 90.0 90.0 s0.0 55.0 754 4d' 120.6 MA 120.0 135.0 65.0 710 46' 50.0 60.0 80.0 80.0 35" 00a 00.0 50.0 80.0 CSA 75.0 12U 135.0 12MO 135.0 65A 75A 51' 109-1/2' '00.0 60.0 BOA 80.0 - 39" 60.0 60.0 60.0 80.0 - "' s0A cols 60.0 son 65a no 54' Bolo 60.0 60.E Bolo 42" 60.0 6DA 80.0 80.0 A '5r S" 60.0 8OD BOA 65.0 710 57" 60.0 COO 50.0 solo - - 4Y 139-1/2' 60.0 60.0 80.0 BOA - c s _ 60' GOA 60.0 80A 80.0 65.0 78.0 do" 60A Bolo GOA Bolo 48' 6oa 50.0 solo 50.0 2 3 ,63- On G0.0 BOA cols 63' 60.0 60.0 80.0_ BOA_ 51' 60.0 6010 80.0 B0,0 60A ODA 80A 50.0 - - as, 60.0 60.0 80.0 Son - 54' 60.0 60.0 50.0 80.0 - - y '69' 80.0 Bolo 80A '80.0 69' Oslo 60.0 80.0 d0A 57' 69.0 Bolo Bolo Bolo 3r jj 120.0 MA 120.0 MM 65.0 75.0 1' 120.0 135.0 1 120.0 1.15.0 55.0 75.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 3r d; 120.0 135A 1 120.0V 135.E 65A 75.0 1. 120.0 135.0 120.0 135.0 610 75.0 c 120A IJSA 1120.0 1310 65.0 75.0 1' 120.0 135A 120.0 135.0 65A 75A •� 42' 170.0 1J10 120.0 135.065A710 41' -Bolo 60.0 80.0 BOA 65.0 75.0 NOTE:: °c 1 4r 120.0 135.0 120.0 135.0 85.0 Mo 45' 60.0 Son 80.0 80.00 65.0 75.0 CLASS CAPACITIES ON THIS SHEET ARE 12010 1110 120.0 133.0 65.0 75.0 456 Goa 60.0 Bolo BASED ON ASTM E1300-09 (3 SEC, GUSTS), -1/2' Goa Go.O 80.0 iwa ;65A 710 51' 116-1/2- 60.0 60.0 50.0 $0.0 - - 54' GD.0 ODA ODA Bolo :65.0 78A 54' 60.0 mo solo �80.0 Eepr.J,a h GU44D �pprored umry IcY w1t916f _ w'i- Pfarid� i'r '� 1 w s7' 60.0 cols no �s0,0 - - 57' bolo Bolo Bolo d0,0 - - SCAN 3538592 r 60' 60A Bolo Bolo '.�.0 - - '60' Bolo 80.E 80A BOA �- - Md a e P'oEud g ,g '� ,t, ._ O3' tA.O 60A 'Bolo 50.0 - - 03' Bolo Bolo 80.0 Bolo. - - 56' Bolo Bolo 50.0 1 boa 65" solo son, Boa 50.0 �' draW(ng n0. d9' Bolo Bolo 60A '`00.0 .._.._... _ GLASS 1U 2014 W14-12 ' - - sheet 3 Dt 19 S, 0 DILtICN 1DAD�CAPACi[Y-PSP L)E9IGN LOAD CAPACITY-PIP DESIGN LOAD CAPACITY-P9P 47 ifft V x VMDUT INTERYEOIATE ROBIZONTAL9 WITIRRIT 1NIP 1MIAMULLION MULIION, 47 - �`9 MULLION BLNLp1AT6 80RiLONTAI9 i1fITR0Ui BJTBRYRDIATE 110R120NTAJS 1 NOMYJAL D'I{sy. MULLION,:3i1' NOMINAL.DIMS. YUJJ30N•FJ2' NOMINAL DIMS. MULLION'M2' ft 7 i2 t1 7 Z 3 f it JAMB 91' JAMB•J2' 'JEA' JAMB'J2'/'Jw 2 MM xtx41l EKr4+)WT.(-) 1YAIN(0 FRAME KPOW O0.(+)WT.(-) "Uni DO IFFMC HDOW EXT.(+)INT.(-) F" ,9DA i004 30• 120A 135.0 b' 120.0 135.0 ' 30' $0.0 190A 36' 120.0 13&0 J6' 120.0 133.0 44 42' 90.0 40.0 JAMB ill JAMB'J2• JAMB'12A' ' - � q• 120.0 I35A 42' 120.0 13S.D D.� C �J r 41r D0.O HMO _ Ix W4 Sx N'3 Ix pro 9x IN'J Ix W 4 z fN"J �d {e' 120.0 135.0 14• 120,o iJs.02.521 90.0 ig0.p 114' .GI4 1 rT.,TA:LL! U 4-I 1. A M NU 5.684 -76 �51' 120A IJSA 45' BOA BOLO Sl9 .780 6T6EL 1.519 .760 90.p 90A- ,r - �• 60' 120.0 135A 54• BOA SMO 707AL 8.432 f0.OB9=0 '00.0 +h f Y II e,uln 4 1.m Y zv Qr �• no ea• BOA ao.0 Go• 80.0 a0,0 C 7z• Mo aoo ee• 80.0 80.0 7Y 00A Mob. II0.0 135.072` BOA 110.0 l5q E 36' 90A BOA 120.0 114.0 30' 120.0 135.0 35 LL a 3C 42• INA MA 36, 120.0 135.0 42• 90.0 90.0 J 15' 00.0 00.0 98' qp• 120.0 NS,0 42' 120.0 1345 Qj 7A M 7A 5A $1• 90.0 '-90A 51' 120.0 135.0 48' iZ0• BOLO 80.0 _. 1. �67.6 7579 s8' 12010 135.0 S1' a0.0 'SD.0 � O .6p' '50.0 50.0 b'. Mo Boa 00• 50.0 BOA J c M 5M _'ea0. e0.o G6' `e0.0 '60A - 66` BOA aOA `• M• 70.E 70A 72' "BOA 60.0 7r 50.0 ''60.0 90A 90A b' 120.0 1310 30' 80.0 '50.0 70 _{ $in I' 35' 120.0 135.0 38' 80A 80.a 7 .. 3a` e0.0 =00.0 ......._.._. 42' 90A 00.D 42' 120,0 133.0 42' 'BOLO 50A 7 8' 48' a" aS.6 45' 9a: 120.0 135,0 46' 12a' _BOLO BOLO ��N L MO 7" 52' 120A 1310 54' 80.0 BOA 0.0 sw 72.2 n2 se 50A Z50.0 60' �Mo a0.0 E 66' 87A 67A so, a0.0 aDA 58' 7&9 78.9 MULLION'M8' 0 3- MULLION'Ml' 72' 51A 64A 68• 60.0 780A w, 77.1 77.1 m b' 90.0 OOA 72• 60.0 BOLO 70• 8O.0 60.0 Ix Dr4 Sx IN-3 5 4 8x I'3 _ 5,570 ,514 U INU l5.670 7.314 a r ` 36' sma 90.0 b• 120.0 135.0 3r 50.0 30.0 sJEB 1.000 1.000 a p 7 r 42• 813 833 39• 120.0 1310 42• '50.0 50.0 1,AIL4L4 l4 sR Y t.t 17.270 �' a 8 ,J i 48' 74.2 74.2 42' 120.0 135.0 4W 13e ,60.0 30.0 g F" s r sC 71:7 71.7 48• 120.0 135.0 54" ag.0 800 54' 67.3 BL] 102' 49' 120A 1J10 80' 73.3 73,5 * 60' 52,1 8t1 .',84• 80.0 BOLO :6b' i68.7 68.7 130' 8D,1 56.1 60• 6D.0 Vo 'b' i60.7 68.J. 7' 55A 55.9, 66' COA 36" 50.0 P.2 90A 72' 00.0 42• 8A0 3E BOLL A0.1 42• 69A 50.6 b• 120.0 ,135,O 46' ib• 69.7 36' 120.0 135A 54' 69.7 m'3a3 42' 120.0 135.0 �60' 52.6 56.7 sa.7 {a• 105' 12Q0 1310 ,62' 61.916' a0.0 80.0 30' 90.0 w c f 56' 45.0 4a.9 ,34' a0.0 BOLO J8' 80.0 BOLO Ti 30• 50.0 60A o "- 50` 1.0 80.0 42' 7a.7 710 35' pa 57A- 144' 42• 30.0 S9A 66 Mo a0A 45' 57.5, 87.8, W1 W2 1V3 f 4e7 .14' sZ5 'sZ6' 71 50.0 BOA :54' 51.0 61.0 R 'S4=' 47.6 47A. BD' S5.7 a3.7 WIDTH (W) = Wl Eegt:JAVAU AHW 4ppm.d m4amp1yIv1wU514r 43,2 43A AT FRAME JAMB FlarWu eh nL. e 1 L aY 423 4Z3 W2 + W3 it c.PE.�,gj605B2 E ,qJ 1y d I WIDTH (W) - t10AJ1�0 _c k 30• GILD 16U AT FRAME MULLION 2 51 of I Jde 1'rodu Iron 1 D 4f 5 6 3M 50.3 $ &3 BY. � .. I 4Y 50.3 50.3 ' 4a' �• 44.7 44.7 �J drawing n0. s4• 4os 4os MULLIONS IUIV 9 2U14 W14-12 ` GO' 37.7-.373... -- - --- shaet 4 of 19 DESIGN LDADIWACITY-PST DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP �•� 'MULLON MUIJJOA MOLLTON Aq�� VITHOUY INTERMEDIATE BOBIYONGIS 111DHOU7 1NT6661EDIATL HORIZONTALS VITHOOT INTERMEDIATE EORIZONTALS 35 W j NOMINeiL DI MULLION'MB' NOMINAL DWB. MULLION'Alf' NOMINAL DIMS. MULLION'M4' I I 1 3 x a� JAMB'J8' JAMB'74' JAMB'74' 11 1 0 m J .' ilm(w) FW44E�Km W,,(+)wq-) ETHN m MWE Kowa W.(+)tNL(-) %WtN on mAuE wmr Exr.(4)Imr.(-) i F ,9" BOA 30' Wo.0 100.0 30' 100.0 100.0 42' 90.0 90A 36' 100.0 100.0 36- 100.0 100.0 41' .'pOA.., OOA 42" 100A 100.0 42- 95.5 15S � IAMB 'JS' JAMB 'J4' 16' ODA no 4B' 100.0 100.0 44' 91S 91S �a E4' 114' _ ___._ li A1^4 Si NY3 Ilk "4 SY IN^J �. 7 54' 9Q0 goo 34' 1000 100.0 18' 60.0 6DA .8 3 -2: ALUMfNUN 5.81 2. 0 FX� • B0:0 BOA 100' IOOA 100.0 34" Bon 60A STBLL 2. 0 (�X m j� 08" 60.0 80.0 86' QOA solo 00' "BOA BOA 'hT km DTAL'I.siL i 1f 11.613 X$4 ( 72' �6D,0 60,0 72' 80A 60A 66' solo 600 ��� 30' 90.0 B0.0 JO' 100.0 f00.0 72' solo solo D•, O q $(5� i ]6' 00.0 9oA 3C 100.0 100.0 10' 100.0 100.0 � . 42' 90.0 ODA 42' 100.0 100.0 38' 99.0 81.0 48' 90,0 9DA 4B' 90. 100.0 foD.O 42' a3.8, 85.8 9 IO 0 10 a W. ROM 1100 54- lo0.0 100.0 46" 120• 60.0 60.0 34' BO.D 60.0 30' 100.0 100A '54' ODA 60.0 10: ODA B0.0 Be 60.0 60.0 �sw 6010 60.o 3 o n L' i8' .. BOA 80A GB' 600 BOA or 582 58.2 �� 72' '77.6 77.6 72' 50.0 50.0 72' 54.5 64S f 30' OQO O0.0 30' IOU 100.0 JO' BOA 60.0 y v^. y ......_.__.............._ 36' ODA 90.0 36' loan 100.0 36" 60.0 60.0 Fq 42' O0.0 ODA 42' 100.0 100.0 42' 60.0 Ban g 10 9 10 �' 6 41'. 1t. a5A a0.5 48' 86. 100,0 103.0 4a" 126' 60.0 BOAS M 70.0 78.0' 52' 100.0 100.0 10.0 10.0 <O.n�O1 73.0 7J.0 Se ';GOA 50.0 :60' 555' 56.5 rl � E Be 6" 68S. 60' '1A.0 son Be 52.2 52.2 � mci� d 72' 02;5 i62,3' Be 1 80.0 80.0 72' 51.0 61.0 MULLION 'M9' MULLION'M4' 30: BOA '80.0 it60,0 60-0 30' 80.0 .6010 rTX-IN-4 Si OF-3 _ 31' BOA60A ]0' t00A .� 100A JB' 80.0 60.0 5S1J 9 LTNE M SJ a0 a u .., _ 42' 80.0 BOA 39' 1DDA 100.0 42' 60.0 60.0 TOTAL 43' 73A 7S0 42' 132�.� ' 100.0 100.0 46' 60.0 60.0 h 4WY+h m■14 11.013 !tp 54' '96.1 69.1 48' 1o2' 100.0 100.0 54' 56.0 55.0 _ 80' 'i20 62A 49' IODA 100A Go' 51.1 51.1 s6" SW 58.7 b4" 1..60.0.... OD.O 65' 47.3 47.8 70' 186.5 S6.5 Be solo 60.0 30' Gala .60-D 30' lama amo 16' "GOO 604 30, .60.0 60.0 10' :aOA 00.0 72' ^60.0 60.0 42' 60.0 60.0 0 42' 71.6 71.8 30' 100.0 10010 48" 131' 56.8 56.E ... .,. :48' 08. 53.9 83.9 30' 100.0 10010 34' S1.1 51.1 m 64' '30.1 58.1 42' 100A IOpA60' '40S 46.5 4 SO' 3].8 53:6 46' 106' 28.7 96.7 82' 45.2 43.2 '81' '9 Be F 50.2 502 45' 60.0 60.0 30' 50.060.0 in a 30' '80.0 504 34' m.o 60.0 38' 00.0 6p.0 m 6 38" 09.6 094 ,OD' ;BOA 60.0 42' SBA OB.B 42" 5015 5DS Be 50.0 60.0 48* 140 91.0 52.0 g I � Ty 4r. 4' S7.9 53.8 1 72' 1 60.0 60.0 34' 16,6 40.8 Wt W2 ' W3 Se 48.8 4a.B 60' 42.4 42.4 E �ANi140 1. VfIUrFt(W) Wt n4 Appmvtd a mm*lq Wlti Oe $ 4 d 4 OS" 434 43.4 AT FRAME JAMB LML platy •Inp od 8 I M PE 7p592 Dak y gq 30' 70.5 10.3 w2 + w3 CA NOAB�'�� AlY1D ( 2 hi ml Wer d k JO' b1A 59.4 AT FRAME MULLION 42' 51.5 51.0' BY, !0' '� �a drawing no. 4e: 4s:e +ale' a4' 415 +13' MULLIQNS JU 2�14 W14-12 - .- 60" '': 30.1 36.1 - - - } sheet 5 0l 9 D68ION LOAD CAPACtW-PV DPSION LOAD CAPM=-PSF DESIGN LOAD CAPACITY-PSY' +MULL1DN MULLION MUJJJON 47 47 71ITN tt17RRllIa41TR N08TJONTAL4 ''WM Wr MEDIATE.HORTLONTAIS tlHH INT9RMEDIATE HORIZONTALS' A' NOMINAL ItILS uuluoN 191' MULLION'AIB' MULLION'M2' tt 7 t2 tt 7 JAMB'Jl' NOMINAL DIMS. JAMB'J J22'/' A' NOMINAL DIMS. JAMB'J2'•J2A' Z w S 17U.(+)d6() "'mm(0) iAJle[NS6M Exr.(+)i-(-) tl1o1N InWW W=EWr.(+)[MT(-) Q g F 30, S0.0 20A J0• 12MO 135,0 30, 120.0 135.0 TTii o, ' 9Q0 9" 36, 120.0 135.0 36• 12a0 13&0 qg �• 90.0 BOA 42' 120.0 1J5.0 42' 1T0.0 1J5.0 JAMB 'Jl' JAMB'J2• JAMB']2A• C C Sao 90.0 48' 1. 12U 135.0 44' lie 120.0 115.0 N'4 8s 4Y•1 Ix p Sc 'Ir3 is N-4 §z RC3 Se - 'DDA 20.0 6.684 521 AL IBU 4.027 1.788 ALUItIN .884 x.521 �. se P120.0 135.0 46' W.0 Box BTEEL 1.519 .7W WL 1. 19 .760 0 Q am- 453 60' 133.0 54' 50.0 50.0 TOTAL TOTAL V _t, 87.9 'D19.. h AJY+b,311 3 JD 0,432 tr AU7Y.b s1L 3 _➢ 10.089 70.8 746t WA W' 80.0 WA Q R<Q 72• 701 7a7 72• WA ;65• W.0 W.O Q ti C JO' �l0.0 60.0 13&0 72- 80.0 60.0as': �90.0 940 35' 135.0 30' 120.0 135.0 36 42• 90.0 90.0 42' 135.0 36' 120.0 135.0Fri 4a" :9ao i00.o 48' W . 135.0 4Y 12SA 128.3 '�' ��g � •1 14- 12o.0 135.0 48, 00A 80.0 7A M 7A 64 . :54' ;5L5 '61.5 120' 4 5Y 77.2 n1 s8' 120.0 135.0 54' 60.0 60.0 for w 7zi W' W.0 W.D 60' 80.0 80.0 0 k ::68' aa! 80.0 WA 66• a0.0 80.0 -1 h i l +) 7Y 40.4 �f0.4 72' 80.0 'W.0 72, ...74.16 74.8 �^• °•y�_ 30' 9a0 9a0 30' 120.0 135.0 30' 60.0 WA 30 3f• 90.0 90A 76' 120.0 133.0 38, no 80.0 } " 42" 10.0 90.0 42' 120.0 135.0 42• 50.0 '60.0 7 8 7 5 -�. 49' 79.7 79.7 4e. tIB' 120.0 135.0 48' 128` 80.0 60.0 70A 703 SY .. 120.0 135.0 S4' WA ao o fi a�'... '6a• 6i! fus 1. daao :a" W' 77.5 77.5 571 W- 'ea0 .8ao 88' 7os 7os II-- E • 72• 32.4 52.4 68• W.o 80.0 as' 68.5 "ees MULLION 'Ml' MULLION 'Me' y LL 30' 90.0 '20.0 72' 80.0 80.0 30' Ba0 Sao ix,. J6• fDA 19aA 5.67o T51 .._rillt�- 30' 12 O 135.0 36' 80.0 W.0 SI'E8L 4.0 2.00 a Opo 4Y 78.2 701 3f' 12a0 135.0 42' W.0 '60.0 b AW I.m 3 s 17.Z70 o N Q �r '• 45' 48.4 65.4 42" 120.0 13SA 48' 132' W,0 '80.0 i• so. $17 R7.7 4E' 102' 120.0_ 135.0 54' 75.0 75.0 � ' Sao fOJl1 Gas 49' 120.0 135.0 W' -47.5 �673 34.7 54,7 g4' 80.0 80.0 85' �62.3 66' 14.7 471,7 as. 60.0 a0A 30' :60.0 50.0 70' 4631 45A WA W.0 5' '8 INIERM MATE HORIZONTALS 88' 3 80.0 0.0 JO' ,90A 90.0 72' 80.0 WO 42' 80.0 W,0 0 3G' 7a.8 76A' 30. 12ao IasA 46' 73.5 73.8 135, c s 4� 61.5' Us" 36. 170.0 135.0 54' as's 65.5 � S4• 31.2. b11 42' 120.0 IRO ;60' 50.1 59.1 90' 45.1 49.1 48' 106' 120.0 135.0 -or57.1 57.1 m F 4M BOA WA 30• 80A so,O U 96• 4I.9 411 't7 W, 78.4 70.4 54' W.0 50.0 36' S0.0 80.0 0 0 J6' 65.3 6s3 Go. SMO KO 42' 144' 741 74.255.0 511.0 o ,65• 80.0 E0.0 4a' 65.0 S5A -- c 4a' •� 1;- 4A0 10.0 12' 80.0 W.0 54' S7.7 57.7 WI W2 W3 54' 43.5 135 57.0 Se 39.2 391 WIDTH (YJ) - Wl Enpr.JAYa.AN/V'D 1'larld 8 dl pIJIa6nitb l4Y i 3 Jlpp.aesd n am 3 ' or 37.3 37.3 AT FRAME JAMB s O592 �L $ 36, 07.2 571 WIDTH (W) � W2 + W3 I Af de ad 8 d Im S 8 39' no no AT FRAME MULUON 2 42! 460 45,0 R7„ !: u, 20 42.0 42.0 ,---- -,,,. drowinq no. se 373 37.3 ----- -MULLIQNS' Jti �07� W14-12 � aheel 6 of 1 Q V' DMON Loit,CAPACIT!-P5P DESIGN LOAD CAPACITY-PBP OEBION LOAD CAPACITY-PSF y '. !YULUON bU11WN LIUUJON WITH OnEBYi01AT6 IIORI£ONTAL9 WITH UMRHEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS 3s 1 - _,Cq NOMINAL S. YUAND 3' NOMINAL DATA. Y 1AMB 'AI4' NOMINAL DINS. MULLION 4' t t t 3 t SAYE'J9' � � IAMB 74' SAdD'14' n t Z p J I f WIDTH FR4LE,.NOSR E2T.(+)Off,(-) WMH(90 FRWZ MM EXI.(+)tNT.(-) WM(W) FKwr REOR LM(+)INL(-) 30' 90.0 80.0 30' 100.0 100.0 30' 100.0 100.0 o Qa nF a 36' 90.0 90A 35' IOOA IOU 35, 100.0 100.0 O b 42' D0.0 90A 42' 100.0 100,0 42' 91.3 91.3 [I[.1 I -- __ JAMB'33' 7AM0 'J4' y 49' 90.0 90.0 4a' or 100.0 100A 44 114' 87.1 57.1 Is V7"4 Ss W 7 Is Rr4 9s IN-3 �+ Be 90.0 DOA Be 1D0.0 100.0 48' 50.0 ff0,0 5,g J y ts MIN u 5.813 2.5J6 0 q a B0.0-. `a0.0 - Be 100.0 100.0 34' 00A '00.0 BT7031 OOD I 1.000 V' of �T DB' 77.4 77.4 6t1' e0.0 Sao 00' 60.0 '60.0 �µu�,6.M r i! 11.613 0' €z( -- 72' 70.8 10.p. 72, 60.0 60.0 66' S31 SA1 3 y M. 90.0 90.0 JO' 1=0 1=0 72' 53.2 53.2 8 Ia�m O 38' 90.0 90.0 ar 100.0 100.0 30' 100.0 100.0 JS U. C+ 42' 90.0 90A 42• 10010 100A 36' 96.1 -96.1 Z g _ 15' 0' 90.0 100.0 4B: 00• 100.0 100A 42• 82.4 62.4 0 10 9 f0 W {� q 51• 47.2 17.2 Se 100A 100.0 48' 120' 60.0 60.0 r i 34' a0.0 'a" W. 10" 100.0 Be 60.o 60.0 73.2 73.2 e0' 60.0 "BOA 60' 57.7 67.7 O ea' 86.a 66.6 Ile 60.0 60.0 66' 52.4 52.4 v t 7x' r elA In1A 7x• 1 1 e0.0 eoA 72' F 45.1 90.0 90.0 30' 100.0 100.0 30' 60.0 60.0 V=1 R 38' 90.0 90.0 36' 100.0 100.0 36, 50.0 60.0 a r -.t 42• 00.0 .DOA 42' 100.0 100,0 41' 60.060.0 p 10 9 10 X �a I 40' B• ails e1.S 48' ,96• 1OD.0 100.0 467 126' 80.0 60.0 v1" Be 70.7 70.1 Sr 100.0 100,0 64' 58.1 5B.1 4M r 60' '63.8 i53.6 54' 160.0 Sao 60' 524 52J � n� I 69' 57.8 57.11 60' 60.0 60.0 66, 47.5 47.3 m Mai ' 72' 53.0 '63A eb' ''60.0 60.0 72' 46.2 46.2 MULUON'M3' YULI.IDN '114' 'E 30' '50.0 160.0 7r 60.0 50.0 30• 60.0 60.0 36 50 •,. ,. ' .0 IWO 30' 100.0 IOU 36, '60.0 BOA 5.8 J 2Sx0 AL III UM 13 2529 a o 41' a0.0 '60.0 19' f00.0 TOGA 12• 'fi0.0 60.0 STEEL 2.000 .. `0TAL s 4a' r 70.1 70.1 4r IOU 100.0 40 IJ2' 59.3 59.3 S4' Aim 62.3 a2J 4a' for 99.a; 99.a 54' $3.0 53.0 60' 50.1 50.1 .4q' 97.7 97.1 100' 47.7 47.7 .•. ..._......... Age" 51.0 SL0 Be 60.0 60.0 '8S' 44.0 44.0 70' 45.1 48.1 60' 50,0 60.0 311 60,0 60.0_ IMERAfE0l4TE HORIZONAIS .50.0 40.0 69' w.0 BOA 36' 60.0 60.0 ar 7a.a 7&a 72' BO.0 60.o 42' 60.0 B0.0 _ ,1 41' _ 67Ji 67S 30' 100.0 100A 45' IJB' 54.5 54.5 u 48' Tom. 59.1 59.1 36'• IOU 100.0 54' 40.4 48.4 - u Be S1ls 51.5 4Y 100.0 100.0 60' 43.0 43.5 1 = j +�''• 60' 47J 47.3 40' IOe• 92.9 02.9 of 42.2 42.2 W L 68' 43A 43.0 4e• 60.0 60.0 38' 9D.0 60A ' ' ' • �'o 1,'y 301 a0.0 80.0 Be 10.0 60.0 36' 80.0 60.a o 30' 67.0 67.0 W, BOA 60.0 42 144' S8.9 58.9 �c 42' 57.4 37.4 66' 60.0 604 4B' 40' 1e 5" 80-2 1 72' 60.0 60.0 51' i4.3 44.3 'WI W2 WJ 54' 44,6' 44.6' 60' J9.6 J9.a S 60' 40.2 40.2 WIDTH (W) - Wl uuK:.GCW HUAD Ppp�rovedurotnpF/Sa(NU6lCv 7 s ar 38.3 36A _ AT FRAME JAMB F1A p /71.65g2 prH,�u;L ' 7 NPA6�!�j rmmj. -od. gs $ 30• saa eea WIDTH (w) •• W2 W3 M wIUlJlrtWu g » b 6 a 57.4 57.4 AT MWE MULLION �. /JJ __.. 42' 49.2 49.1 170' - � drowing no. ,�• �a 3" MULLIONS •., W14-12 ,. .......' J[i sheet 7 of 1 a -60'- 34.4 34.4 ---- -- .. - - . r ' r sue, r a 0 0 " L4 a 0 BUCKS.AND METAL STRUCTURE NOT,SY,ALDORA 3 Si SUSTAIN LOADSAMPOSED BY GLAZING SYSTEM 4 b P TRANSFER TF)EtA TD THE BUILDING.STRUCTui;E ; s a SEE ELEV.FOR SPACING IH 4 1/Y0.28Y WOOD BUCKS OR WOOD STRUCTURES Tom''1-1/2 MIN.PENETRATION INTO WOOD t'•. RU IBY WOOD RICKS INTO CONCRETE OR MASONRY a a)•.. I. iH 1-1/Y MIN.EMBED INTO CONCRETE(HEAD/SILL/JAMBS) Y ,,. 1-1/s'AUK EMBED INTO MASONRY(JAMBS) �_ � N 'AC' • (ro.tn RSI Fy-155 Ks) �'-.J 3�I '_ •� M g: •TLY INTO CONCRETE OR MASONRY 1-1/2-UK EMBED INTO CONCRETE(HEAD/SILL/JAMBS) TIP. e• TYP. 6• TYP. ottt— [TYPE r ?� .~ Gf y+ � I 1-1/4-iyN•EMBED INTO MASONRY(JAMBS) BC2.CH2 AR9.AC9.BR3.BC3,CAO ARM.AG.BR4,CNf n I t: UIID OCRETE aONRY .2 1/2"MIN. a O L_,, — = — — — uN — — AHCHO TYPPS: . r;;E' (Fu-177 m Fy-185 no AR2= 2 ANCHORS TYPE'AW'AT EACH SIDE OF JAMS AND MULLION 1g INTD 29Y WOOD BUCKS OR WOOD STRUCTURES AC2= 2 ANCHORS TYPE'AC'AT EACH SIDE OF JAMB AND MULLION 1-1/2'1MOL PENE1RAl10N!INTO WOW8R2 2 ANCHORS TYPE'BIN'AT EACH SIDE OF JAMB AND MULLION BC2 2 ANCHORS TYPE '80'AT EACH SIDE OF JAMB AND MULLION TNRU TOY WOOD BUCKS IWO CONCRETE OR MASONRY CM2 m 2 ANCHORS TYPE 'CM'AT EACH SIDE OF JAMB AND MULLION PATH 1-1/2'MIN,EMBED INTO CONCRETE(HEAD/SILL/JAMBS) TYPE,� DIRECRYt NTOCONCRETE OR OrMASONRY(JAMBS) AC3 �;, )ANCHORS TYPE'ANT'AT EACH SIDE OF JAMS AND MUWON 1S7TH 1-1/4.MN.EMBED IWO _ ACS- )ANCHORS TYPE'AC'AT EACH SIDE OF JAMB AND MULLION o WRH 1-1/2-MIN.EMBED INTO CONCRETE(HEAD/SILL/JAMBS) BC3- ANCHORS TYPE'BIN'AT EACH SIDE OF JAMB AND MULLION j} (N-177 1 SL Fy-15S If51) 11113 MASONRY - ANCHORS TYPE'BC'AT EACH SIOE OF JAMB AND MULLION ANCHORS TYPE'CM'A7 EACH SIDE OF JAMB AND MULLION H I WRH 1-1/4-MIN.EMBED INTO 14MlSONRY(JAMBS AT/4'+ 4 ANCHORS TYPE'ANT'AT EACH SIDE OF JAMB AND MULLION AC4- ((((4 ANCHORS TYPE'AC'AT EACH SIDE OF JAMB AND MUWON .. I Bif4- (4 ANCHORS TYPE'BW'AT EACH SIDE OF JAMB AND MULLION U o INTO CONCRETE,ANO MASONRY 2-1/2'MIN. CM4 4 ANCHORS TYPE'CM'AT EACH SIDE OF JAMB AND MULLION 9 c Imo. L._ INTO WOOD STRUCTURE_1-1/r MIN. — e TYPE !14 ITEIc ORfLNO SCRcwa ST/ST (GRADE S CRS) " MDD METAL STRUCTURES STEEL: 1/B'7NK MIN (Fya�•38 KSI MINJ SEE SHEETS 9 d 10 FOR ANCHOR CAPACITIES. Emn JAv�An dPPmcdsvtc vWm"kbjW n ' PfArWa I 1 �, ALUMWUM�.: 1/8.1FiK. YN."(606J-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f pm 3s2r !�A , a +w ANCHOR FO MCT NC C M �OAde hod�d iHTO METAL STRUCTURE_1/2=1MIN� drawing no. CONCRETE AT HEM,'SILL OR JAMBS Pa-�D PSI MIN. ANCHORS TUN' I W14-12 C-20 HOLLOW/FILLED:BLOCK AT JAMBS.1'm_- 2000 PSI MN. - - ;r., - n. - ahaet 8 of 19 b ANCHOR LOAD CAPACITY - P9F ANCHOR LOAD CAPACITY - PBP Q4 O(L(+)k It(T.(-) u ANCHORS TYPE'A$' ANCHORS TYPE'AC' ANCHORS*TYPE'Alf' ANCHORS TYPE'AC' b ImINAL•DHLS'. 5/e MAY,SHINS I 1/4-ArAIL SHIMS 5/8'MAX.SHIMS 1 1/4'MAY,SHIMS NOMINAL DIMS. 3/0'MAX.SHIMS 1/4'MAX.SHIMS 3/8'MAX.SARIS 1/4'MAX.SHIMS I# p. WIDTH(W) fRAK;Hf)CHT ARE AW3 AA4 I Al2 AW3 I Aft ACZ AC3 AC4 AC2 AC3 AC4 WIDTH( E HEIGHT Aft AW3 AN4 ATZ AN3 AR4 ACE AC3 AC4 ACE AC3 AC4 Q gy 30' 99.1 135.0 135.0 118.0 135.0 IJS.O "A 135.0 I33.0 135.0 135.0 135.0 W. 68.6 1023 135A 81.7 1228 I67A e8.6 1029 1J5.0 109.6 135.0 a 35' a5.7 128.E 135.0 1022 1J&0 135.0 05.7 128.6 135'A 135.0 135.0 13&0 36' SB.7 B80 117.3 699 lKS 139.5 5&7 58.0 117.3 918 135.0 135.0 �QQ7 AQ o +• 42' 76.4 114.7 135.0 91.1 135.0 135.0 76.4 114.7 135.0 122.1 135.0 I}5.0 42' 51.6 775 1033 615 923 123.1 51.6 77.5 103.3 62S 123.8 135.0 ^ C 4B' 59.7 104.3 1J5.0 %83.D 124.5 1J5,0 69.7 104.6 135.0 111.3 T3&O f35.0 fB' 40.4 09.7 92.9 55.3 83.0 1t0.7 46.4 89.7 92.9 74.2 111.3 135.0 a2' 9a' G&1 90.2 1323 78s 118.2 135.0 66.1 09.2 132.3 1017 IJ&0 135.0 52' 132' 433 65.5 67A 52.0 78.1 104.1 43.7 65.5 67.4 69A 104.7 135.0 Q:D RLL 51' 645 SBA f39.1 77A IIAb 135.0 64:6 96.9! 129.1 103.3 135.0 135.0 54' 12S 63.7 84.9 50,6 75.8 101.2 425 63.7 a4,9 679 IOIA I35.0 � 60' 80s 91.2 121A� 72.4 108.7 W&0 80.B_ _21.2_ 121.6 97.2 135.0 135.0 60' 39.3 59•0 7&7 45.9 70-3 93.7 39.3 59.0 78.7 62.9 94.3 125.7 p 66' SY-0 869 115.8 59A 10JS IJS.O 57A B6.9 115.8 92.6 135.0 135.0 JO' 85.2 97.9 1305 77.7 11&8 1555 a&2 87.9 IJUS tO4.J 1]SA 135.0 O Q 72' 55.7 816 1115 Iia.4 99.8 IJAa 95.7 1115 WIT M.6 135.0 J8' 55.7 63.0 Ill.* 35.4 99.6 132.8 55.7 a3.6 I115 69A 133.E 1J5.0 Q 41 m 3Q 02.2 135.0 135A 109.9 135A 135.0 92.2 135.0 135.0 135.0 135,0 135A 42' 42.0 73.5 98.0 53.4 87.6 116.7 49.0 73.5 98.0 7a.3 1175 135.0 36' 79.8 119.4 iJ&0 949 IJ5.0 {JS.O 79A 1f8.4 iJ&0 427.2 iJS.O IJ5.0 48' 44.0 Sax Sax 52.4 7a.6 104Z 44.0 66.0 86.0 703 10" 1.15.0 4Y 70A' 105,2 133.0 543 126.9 USA 70A 10 2 .0 B 7 49.3 739 98.5 41.3 62.0 82.7 66.1 99.1 132.1 39 a. 1J6 11J 1 IJ5,0 IJ5.0 52' 13B' 443 Z.O 92- _ �! "1 45' 643 9&S 128.6 ma 114.9 135.0 64.3 985 120.6 102A 135.0 135.0 34' 40$ 603 803 47.9 71.8 95.7 40,2 5O3 D0J 6+,2 96.3 12&4 e1 Sr IOI' 90.9 91.4 121.8 72.5 108.9 135.0 60.9 91.4 111.E 97.4 135.0 135.0 60' 37.1 55.7 74.3 44.3 65A 38.5 37.2 55,7 743 59.4 60.1 11&B + IX � SI' 59.4 89.2 11&9 70s 106.2 135.0 59.4 89:1 118.9 95A 1J&0 I35.0 JO' 022 973 114.4 71.1 111.2 146.7 62.2 9},] 124.4 99.4 1J5.0 135.0 D o� 60' 5&7 83.8 111.5 69.4 DD,81 131A $5.7 a3.6. 111.5 '09.1 I33.6 135.0 JB' S].I 70.6 lOH3 6&2 94.9 11HS 53.1 79.6 106.2 ea.e 127.2 135.0 h m I 6G 52.91 70.3 10&7 63.0 94.5 120.0 529' 79:3 105.7 845 126.7 135.0 42' 46.6 603 932 55.5 H&3 111.1 46.6 _69.9_ 93.2 74.5 111.7 135.0 p 72' 50.7 70.0 1013 60.4 BUS 120.7 S0.7 78.0 101.3 DIA 1215 13&0 48' 41.8 62.7 83.5 49.8 74.7 99.6 41.8 62.7 63A 66.8 100.2 133.E 30' 683 129A 13&0 107s 139A 1J&0a63 129.4 135.0 ISS.O IJSA 135.0 52' 114' J93 Sft.9 785 45.7 70.1 W.5 39.1 38.9 765 62.7 94,1 125A 1�/1 JC 743 I/15 7350 805 1328 135.0 743 fltS 135.0 116.8 I35.0 115A 54' ]a.l 57,Z 762 4S.{ 08.1 90.B JH,1 S7.Z 763 60.9 91A 121.E 0.¢ rY • 4I• 6A9 96.8 131.0 78.5 117.6 135.0 8533 199A 131.9 105.3 133.0 135.0 60' 35.2 52.6 70.4 41.9 62.9 83.9 35.2 52.8 70.4 35.3 84.4 112.5 40 39.7 69 6 119.4 71.1 106.7 135.0 59.7 89.6 119.4 '95.4 135.0 135.0 (,5�y N R 57' 100' SU,S _a4J 1119 07.3 IOU 1345 56.5 -64.7 112.9 90.2 135.0 1354 S4' 55.0 62.6 110.1 65.6 9&4 131.2 55.0 '82.6 110.1 90A 1724 135.0 '� M 51.4 77,2 102D a13 919 122.6 S1A 77.2 102.9 ta2.2 123.3 135.0 88' 4a.1 73.0 973 :57.9 8&9 115.0 48.6 73.0 97.3 77.7 116.6 135.0 �' E 7T 4&4 69.7 iBI9 513 11J,0 110,7 18.4 .69,7 92.9 74.2 111.3 135.0 _ _ a am 121A 135.0 00.4 135.0 135.0 181.1 121.5 135.0 129.B. t75.0 1J5.0 � -------- - --- J6' 69.7 104.3 13&0 63.0 1245 135.0 69.7 104.5 135.0 111.3 135.0 135.0 42' '81.6 925 1233 73.4 110.2 13a.o 61.9 925 17}3 'Q8.5 135.0 135.0 46' 55.7 '6&8 1115 la6A 99,6 132.8 SS.7 '9]:a 1115 08.1 133.E 135.0 1. 114' 52.6 78.0 105.2 62.7 94.0 125.4 52.6 78.9 105.2 64A 126.1 I35.0 54' $1.2 759 102.S 61.1 914 122.1 '51.2 76.9 10I.5 81.9 122.9. 135.0 47.8 71.7 OSS 55.0 85.4 113.8` 47:6 71.7 915 7&3 114.5 135.0 6a' 45.0 574 .20.1 53.7 505 107.3 45.0 87.6 90.1 72.0 IOBA 135.0 72' 4ZA 643 45.7 51.1 76.6 102.2 42.9 543 6&7 63.5 f02.9 135.0 311' 76.4 114.7 135.0 ;91.1 135.0 135.0 76.4 114.7 135.0 122.1 t}5.0 135.0 Wl W2 W3 u 65.8 9&4 131.1 lad 117.2 135.0 85.8 ;.9&4 131.1 101.8 135.0 US:U 8lOFUZm'tl.S TERMEDIATE WIDTH (W) = Wt �. 42'. 57.9 13" 1155. :169.0 1015 135.0 57.9 86.9 I 115,8. 92.5 135.0 135.0 AT FRAME JAMB OPTIONAL �* 46' 523 7&4 1045 623 '93.4 1245 52.3 7a.{ 1045 935 1253 135.0 ALL FIXED LITES --.._..... W2 + W3 52' 120' 49.3 7J9 9a5 5a.7 6&o 117A 49.3 7&9 9S.5 7&7 115.1 735A WIDTH (W) e 2 i' a4' 473 71.9 05.9 57,1 &5,7 114,1 479' 71.9' 96.9 75.6 114.9 135.0 AT FRAME MULLION •„ F Yt 9D' 44:6 8&B 89.2 53.1 79.7 IOU 44.6 669 69.2 VA 106.9 135.0 �o 66' 41.9 02.9 03.9 50.0 74.9 99.9 419 62.9 63.9, 67.0 100.5 134.0 72' 39A 50.7 70.5' 47.4 71.1 94.9 39.9 5D.7 70.5 63.6 SSA 127.2 40' 723 lofts Ia.0 06.1 129.2 13U 723 10&5 1354 115.5 135.0 135.0 SEE SHEEP 8 FOR ANCHOR TYPES. Engr.xvt0 AHtun �PP,or'I"C", �y g, e :9 J8' 61.9 929 1139 73,9. 110.7 135.0 51.9: 92.9 123.9 99.0 133.0 135.0 4j� C(70593 F10044 1 i� 4 ,( 1 42' 54.9 Bts 109.2 f1&0 27.6 MI 54.5 81.9 109.2 87.2` 1309 13Q0 397E- Datt , •' 45', +9.2 73,8 98.4 5&6:1 67.9 117.2 40.2 73.6 98.4 7H,61 117.9 135.0 NPAN N bl Dade Pnd4 ^ 3 52• 120' 4&3' 88,0 GZt 55.2 a2.7 1103 453 695 92.6 74.0 111.0 135,0 45.0 67.BI 90.1 53.7 6D,6. 10t3 4&0 67.6 72.0 108.0 135.0 �• dr0wing no. 60' 41A 62.7 0&6 49l9` 74.7 02.6 -"4L9. Bt7 a1.8 •66.0 100.2 133.6 1q. - 8s' J9.2 sere' 7&5 +0.7 7U.1 BJS }9,Z 58.9 785 '62.7 91.o t15.4 ANCIi0R5 � ZQ1;� 5� 4 Q fi h ' f . ANCHOR LOAD CAPACITY-PS? ANCHOR IAAD CAPACITY - PSP Ezr.(+)&INr.(-) EXr.(+)✓f INr,(-) TIIU ANCHOR'TYPE WANCHORS TYPE'BC' ANCHORS TYPE'CM' ANCHORS TYPE:'BR' ANCHORS TYPE'BC' ANCHORS TYPE'CH' N0#INAL HI31B. 3/a'MAX.SHIMS 3/8'SHIMS 1/4'SHIMS 3/0'MAY.SHIMS ' 1/4'SANS NOMINAL D1HS. 3/6'NAY.SHIMS 3/8' SHIMS 1 1/4-SHINS S/0-MAX.SHIMS 1/4-SHINS W10TH(W) FRAME BRE 8R8 8Ri HP2 Bp HCE CMZ CM3 CMS CM2 WI001(W) FAME HMO HH2 HM3 BBI{ D(� Bp BCZ CA12 C113 CM4 CA12 Q k 3W I35.0 lis.0 IJSA !3 135.0 135A 11&0 135D 1354 135.0 30' 110.9 135,0 135A 126.7 135A 135.0 61.7 122A 135.0 135.0 f. 1 36' I35A 135.0 13" 135,0 1380 135.0 10Z2 135.0 1354 135.0 36' 94.9 135.0 135.0 106.4 135.0 1J5.0 69.0 104.E 1J3.0 135.0 S 4Y 1216 135.0 135A 135.0 Ina 135.0 91.1 135.0 135.0 135A 42' 83.5 1253 135.0 95.4 135.0 129.0 61.5 92.3 123.1 123.0 Be, 112.7 1]6.0 1J5.0 128.7 Ina F35.0 e3.0 124S 135.0 135A 48' 75.1 112.7 13" 35.5 125.7 116.0 553 83.0 110.7 111,1 - V 95 107.0 1350 135.0 122.2 135.0 13510 7a.E 118.2 133.0 135.0 52, 132' 70.6 106.0 135.0 60.7 121.0 109.1 52.0 15.1 104.1 104.5 545 104,5 InO 1WD 119.3 13S.0 135.0 77.0 1155 135.0 135.0 54' 68.7 103.0 1J5.0 78.4 117.6 105.1 50.e 75.9 101.2 101.0 6D' 98.3 135.0 13&a 112.3 I35A 1350 72.4 100.7 135A 135.0 60- 6J.6 95.4 127,2 72.7 109.0 9&3 48.9 703 93,7 94.1 06' 93.5 133.0 135M 1a8.9,. I33:0 135.0 69,0 103Z 135.0 135.0 30' 105.5 135.0 136.0 120.6 135.0 135"0 77.7 116.5 135.0 IMLO 0 Q s 72' 90.1 135.9 13" 102.9, 133.0 135.0 66.4 99.8' 132.8 133.3 JB' 00.1 135.0 135.0 102.9 1J50 1,35.0 66.4 99.6 1326 IJ3,3 0 47 012 30' me 135.0 13" Ino 135.0 135.0 109.9 i35A Inn 135.0 42, 79.2 110.9 135.0 90.5 135.0 122.4 5B•4 87.8 118,7 117.2 - 36' 12a.a 135A 133A 136.0 133.0 13310 04.9 I35"O 1354 135.0 48' 71.2 106.7 135.0 812 121.0 109.9 52.4 76.6 104.0 105.3 z U) a 42' 114.5 135,0 135.0 130.7 135.0 135.0 84Z 1265 135.05 10 135.0 92' 135' 63.9 1003 133.7 7e.4 114. 33 40.3 7" 96,5 90.9 ' C Oat 104.0 135.0 135.0 1I&B 135.0 135.0 76.6 114.9 135.0 135.0 64' 65.0 97,4 129.9 74.2 111.3 1003 47,9 71.e 95.7 96,1 a a 52' 1102. 9&S 135A 135.0 112a 135A 135.0 72.6 108.0 135.0 135.0 60' 60.1 90.1 120.2 68.6. 102.9 92.5 44.3 65.4 8Bs 03,9 r•--'-"--1 54' 96.1 135.0 Ina 10SA Ina, Iwo 70-8 106.2 135.0 Inn 1. 100.6 13S•0 135.0 114.9 135.0 1 135.0 74.1 111.2 1135.0 1 135.0 ^ g1 ,M1 IJ3,3 38' 85.6 956' O55 120.3 135.0 07A 135.0 1J20 !8J.0 i94S 128.0 178.5 42' 754 126.D u5.0 98.0 135.0 132.E b3.2 el.e 726.5 127.0 J 5 n 00' &I uSA .0 10 1352.9 1350 135.0 66.4 �99.8 IJ2b _ ' 113.1 135.0 85.1 129.1 116.4 5515 813 111.1 72' OfA. f229 /35A 91a 135.0 128.5 6a,4 90S 110.7 12L2 40' 67.6 101.4 IJ5.0 77$ 115.6 104.4 49.0 14.7 99.6 100.0 H JO' 133.0 135.0 Inc 135.0 me 135.0 102A 135.0 135.0 135.0 Sr 144' 53.5 95.2 126.0 72.5 1001 96.0 46.7 70.1 93.5 J6" 120.2 1350 IJ5.0 135.0 135.0 135.0 a83 132.0 135.0 135.0 54' 61,5 92A 123.3 70.4 105.6 95.2 45.4 68.1 90.8 918 r1.Q +' .1. 106.6 135.0 IJSO 121.7 133A 133.0 7" 117.8 135.0 135.0 1 Be 56.9 85.4 113.9 65.0 97.5 97.9 41.9 62.9 M619 4 4W 96.0 135.0 13510 110.3 i35A 135.0 71.1 106.7 135.0 133.0 r4 LL 01.3 135,0 me 104.3 135A 135,0 57.3 100.9' 1344 135.0 � .tJ 0'ri C � _ 5.4• 32.0 133.5 135.0 101.7 Inc 135.0 65.6 95.4 131.2 131.7 r m 160' 832 124,8 Me �95.0 135.0 123.5 61.3 19I.9 1226 123.1 70.7 110.0 1X0 '09.8 134.7 421.5 57.9 ;86.9 115.9 115.4 - �' 72' 1 73.1 1i27 I35A '68d 12&7 116.0 '6$3 .03.0 110.7 111.1 _____ : g �30' 131.1 1J50 13&0 I35,0 Ina 135.0 ,96b __ _____IJ5.0 IJ5.0 1J5.0 � )7 oe 19 N F 1d t 36' 112,7 =0 135.0 125.7 i35A Ina 83.0 124.5 I35.0 135.0 �f 4r 99.7 =0 InO 113.15 5&0 7 135.0 73.4 110.2 135.0 135.0 � 4e' 90.1 135,0 135.0 IOTA 1 1]50 ISSA SEA 1,99.8 132.8 133J 114' 83.1 127.E 133.0 ,972 135,0 131.4 62.7 94.0 123.4 125.9 % -__.. --�A._............._....... Ise � 82A 124.3 135.0 94.7 135.0 128.0 61,1 91.6 122.1 122.6 77J 115.9,; i35A eat R 118.3 s0.9 85.4 113.8 114.3 72A 108.3 135.0 ',53.2 124.11: 1125 s3.7 eos 107.3 107.7 r o 72- 69.3 104.0 135.0 72.2 11&5' 107.1 51.1 76.6 102,2 102.6 30' 123.6 135.0135.0 135.0 135.0 135.0 91.1 135.0 135.0 135.0 W1 N2 W,l _ INTERMEDIATE 36' 106:0 135.0 135.0 121.1 Inn 135.0 78.1 117.2 1 135.0 135.0 YADTH (W) o W1 HOR120NtALS 42' 93.6 I35A 135.0 1064 135.0 133.0 6wo 1035 135.0 135.D AT FRAME JAMB OP11r1NAL a4.5 126.0 Inn 9e.5 133.0 130.5 62Z 93.4 124,5 125.0 W2 + W3 FIXED LBES s2' 120' 79.7 110.5 135.0 ,,91.0 133.0 123.0 5&7 85A 10.4 I17:8 WiDtH(W) .. 54' 7715 110.3 135.0 BLS 13M 11D.7 57.1 a5.7 114,2 114.7 AT FRAME MULLION 2 H 0 60' 721 1083 i35A „82J 12JS 111.4 53.1 79.7 106,2 108,7 0 �? or 57A 101.7 Ina 77.4 135.0 104.7 50.0 74.9 99.9 100.3 -'r 04.4 98.6 1211A 739 135.0 '20.4 47.4 71.1 949 95.2 30' y 115.9' 135.0 135.0 t333! 1J6A I35A 8&I 1212 InO InO SEE SHEET 8 FOR ANCHOR TYPES. E^9'JAYSS IAD •pprnvrd,i inMpil{ep yrlly�D 36' Imll 75A us0 114A 1J5:0 Ina 73.a 110.7 135.0 i35A FIA.� 74582 Flurfda0 d C I c n gg „ 42- ' a1f.3 u2.4 mo too-a ISsa 13&o 65.0 97.6 13a.1 130.5 P c}g ao, ° 46' 79.5 119.3 1354 90J5 135.0 122a 5&6 '87A 117.2 117.E - .....�_�..�.�.,._.�.. MI ml Wdr RndunC 76! $ a $ T20' 74.9 112.3 MO 65.5 12" 115.6' 5" 52.7 1103 110.8 7za f093 Ina a3.2 124A 112.5 53.7 DOS 10713 107.7 � BY- drawing no, 67,6 101.4 Inn 77.2 Ilse 104.4 49.8 74.7 99.8 100.0 W14-12 `l 66• 03.4 95.2 126.9 72.4 lee.? 95.0 46.7 7DA 23.5, 93.5 ANCHORS 751 f(ii (� 2��a sheet 10 of 19 1 ' DOOR YULLYON LOAD CAPACITY DOOR,MUUJON'TOAD CAPACITY CLUSTER OF 6 ANCHORS DOOR 14UUWN ANCHOR9 LOAD CAPACITT-m �4 u AT MULLION HEAD SILL I MQOR TYPE?man TYF7J A4L701 TIM NOMINAL.B" ■ o RYIN?. NOMINAL DIMS. .NMI REIN?. SEE CHART FOR ACn1ES ALOORA NOMINAL DIIIS. ''AV A L[ 'C9• '11•"A'dN 1 �... 11 m(*) F(W1S cm(+)A.YR.(-) MQ01(4)fRMw NOW EYL(+)M,W.(-) � �--M1 - ENTRANCE ATE N OR t ott. +1 ' 30§ ,90.0 30• 90A _ 11\\ SEE SEPARATE NOA VnDM M) iwiuE HAdfT W. - -L ucf. -) x p , 20.0 1 ,3I,, ----____ b====�i =- - - 30• 20.0 some 9O.D 4V - gala 42• B4• 90.0 - r {0• 90.0 4a• / j 11 4 Be .4 10A gala 90.0 w 89 S0.0 gala D 0 / Y 4. .1 i,1 \ 54• 79.0 90.0 sog f-SYI W' 'gala ED• e0• 71.7 8i4 10.0 30•. no 30• 3s' 00.0 90.0 90A a' r 36' gala 90A gala rj r 3i•�. 90.0 .._ � Iy __ -. . q�pQ; f W /� I S 42• - 59.6 - 80.0 90A - - cH�l 42• -.Boma 4r � W - - - , �17 � I ' 'S• ���m 4a 'aZ2 48• \ j i \\ .+ ± �' 54• 69.7 51A oaQ O a - ii IA LL 9{ .. 77S 54' . \ $ \ f / 40' �7 74.7 90.0 fir. Bo•• a9a - eo• 10.0 \ 'Y _p I 36' 0 sOA 90.0 30•,:., ' 90.0 3D' gala ^---- • �, , 1 3B• .ooA 90A 99A LL 2 �- ----- 0 �T-==fF� r----'----- u• d5o e04 solo .5 0 3e•- 90.0 air 90.0 """"I I 7'R eI o 42':- ,gala. 42• 102' no 1 1 Wt WI {Y2 4p- 974�4• 77A 90A BOA 41itM F fir; d1.1 4r 20.0 M2�'I ---��11 64' 66.4 N70,3 90.0 '� a4•" 73,9 5{' 90.Q d9' 6ho 90.0 m 4 . W1 +W2 w1 W2 36 90.0 90.0 Y a0 aa' eee eo' 9DA WIDTH (W)- 2 WITH ) 2 + aB 904 36.' 90A {I' e4.3 gala VI 8 4 .•' 45• toi' 73.6 90.0 �j N -p {2• 100• .9DA Be Bid' 00.0 r9�jj 1 4di •90A 'po• 09.0 90a 0.< "• 54• 90.0 CLUSTER Of a ANCHORS ALDORA 30• Soo 90.0 90.0 9 se2.o AT MULLION HEAD/SILL E 3g• gala 90.0 90.0 SEE CHART FOR CAPACIDES 1SEE SEPARATE NOA 30' 90.0 \r_- 42' 79A- 90.0 gala 46 Old 3r '�90.0 45. IOd' 693 810 90.0 n � 54• 51.9 73.5 via BT .a. 4a' .......... 90.0 30• an 90.0 90.0 B 900 900 � 1. W' 73a 41' 71.7 e5.4 gala EH { :,, 3D• 90A 4B• 170' 02.7 74.7 00'0 54• SW d8.4 s0A 42• tm' solo � // i eD• dal same e1.1 34- 73A ; 7 b 10 wl g u ,Tc. IIODA TIOILON a ntu�n� w W7 + W2 IDn4(w)- 2 e S wtj [ALUMINUM ILfi9a ti ISTM 1. ..1 C%..JAVAO X0,90 4PP4wed t14roepyiy W11616! b WN��+6.si,1 2.6 12.553 CIVIL Fladde d A d n . .. PUP 76597 thee ���l��L�jp. 0 1 �s3d NNA9� y M iol adc h e1 C9nn9J � k � $ fly.. y i. _T dia4rtng no. DOOR'MULLION 1 0 3 2894 W14-12 ` - Sheer 11 Of 19 f - imp " aA1Cka:tf;t:aa�T.0SYS»YISB:tSiQISBTtitvSSYLG alb S.Lw�Ya$ ri I 0Al 's=gaogag 's.2gg�g�g�gg�� �3 1 a - i FRAME)OCHT N.y I 1 1 Z 1 ' o 1 \ II YF!_i IIII II A�m i t 1 IIF------ -_ -- list It 1 11- 5 m �a gog Q DOOR HE1cw I 6 $ :V B :SSmkS: L all SY6 W S1SS o 6��-y1 Asaa 6 E V " «bb 1. #cz. bias b 1.L B. z p4��umEYSPgPml�SN��vm� Qi .I l o P�.6 b L P v a 9 6 S 4 P b o� c= �y e�'a•a B 8� 3 no c e o scn ron FRONT SIT 1lUN iHNDOWA(L 515 (l IAJ.) AL-FAROOQ CORPORATION a -Als - 11 Alias Aluminum Ar Glass Products Inc. &PROD(1CT DEV6WPME'M 1..M.S.W.67 AVE „ Iwao 11500 MIRAMAR PARKWAY SUITE 300 MMMI,F10RIDA MU74 MIRAMAR, FL 33025 Ty,�zsyyw ���7o C chL by. TEL(305)ee®-82D8 FAX.(305)M8-62e9 COMP-ANC Wit-17AOP I� Tf + 5 � Fy t< u�x:�i dt• - °hs'q z't'k ,_�'t3 ''1., -'€' '"xn t,;' „y,4 •t: r i . FRAME FtFMM :... 7 r x s 3,W MAX 3/1r MAX t G S"S A= SKM SPAM Ma ' .� o f J z?i A R N t if 44yQyQr�C O I y; to g - SMU SPACE 4 �3t O ��Q3c RE 26Y OR SSRUCSURE 3ji-MAX StW SPACE G ri/ W L 1 5' $ e nz , r I a eao at,xt_ts FRWIons. SERn FRONT SET hilly-WSNOML SAS.(LW.) AL-FAROOQ GORRORAVON r p.( no:date W 0pscn Wn- aAldom Aluminum k Glass Products Inc. PRO DEVELOPMENT 11500 MIRAMAR PARKWAY SUITE 300 MIAMf FwmaA3=74 �. MIRAMAR, FL 33025 7=t"M264eaw FAX nc TEL(WS)sae-VAS FAK.(M5)BM-0249 coA+r-arts\WtrIZAOP i dK S ANCIiORW JAMBS ANCHORED JAMBS 3/a'MAX.SNDI O O 3/8'MAX.SHIM �O ALT. � �,[- UNANCHORWrrJAMBS UNANCHORED JAMBS 'MIN.@ MAX7CM S 7 —MIN.&MAX.GAP SEE CMAX BELOW T A 52E CH&M BELOW Z i -CH; r _ _ a�1 r i1lY EXTERIOR OOS tl ebf W BUCK W n 0.L GPO. D.4 OPC. — ��� pp m @ '�h • JAMB' ORS. - JAMB ANCHORS i p •+ N c OPTIONAL Y SEE E ., _ FRAME WIDTH SEE ELEV. v SEE ICV: I FOR SP- RN6 FOR SPACING u 78 d ANCHORED JAMBS ANCHORED JAMBS !d,cn , SHIM 3/B'MAX.SHIM ZI a. j UNANCHORED JAMBS ]Tr UNANCHORED JAMBS N S 11P1.�h 11A%.CAP O ANCHORED JAMBS O MIN,8 KM GAP O ALT. SEE CHARF BELOW DO NOT REWIRE B SEE CHART BELOW SA T 12 „I REINFORCING 7 A 4 Q E_ •` .ay. 2 BY WOOD BUCK e gig W D STRUCT RE "� �m � ,/a DI 'c 0 EXTERIOR JAMB ANCHORS • B uTc1p Is M OPC. D.L OPG. OPTIONAL 7 1 � SEE ELEV. c jSEE ELEV. FRWE MIN FOR SPACING .S o SPACING 0 V NAX.A CAPS FOR UNANCHORED JAMBSNow- _ MULLION M1,J3 N JAMB, N2,W �R �T� i r■ .. MENT CONSIDERED-100%STRETCH.; E JAWJ)AH . :. r•1� •PPrmedu[¢mTdlio;wil4Wi .tAMB"d1,J4,J3 JAMB:;JZr J{ PLEASE REFER TO SFAtANF MAlRIFACTII)iER'S DATA AND APPLNi1110Y CAL' FlarW Cod HOW '£Nita MAIL UX MAX: BJTY OF SEALANT TO SUBSTRATE&WINDOWALL FLAL PE B 10Sat �1■ a n� MATERNI/fINISH AND COMPLIANCE FOR WARRANTY. .. cA ¢]D c 94" 31r/!" 1' 1/{" 1' REFER TO WA-117-10 FOR CONSTRUCTION TOLERANCES. 11nAR g ALTERNATE SEMANTS AT JAMB CAN CAN RE DESIGNED B/ MI m10■de rrodoN $ S LCIB 1/{'_• 1' S/,8�., 1' ENGINEER OF RECORD SUM ON MANUFACTURER GUIDE LINES. ' dr0wing no. 110' 1 4• t• 3%B" 1• THESUfEE OF LeTHAN i ORE'N�fEYRTEnP°E i°BY ss craw,In�wW wEUF�NT. W14-12 Tax• — — /e• r JUN ZUt�, I{{' — — O/e" I• REFER TO(SHEETS.{THRU T FOR.SELECMN OF,MULLION/JAMB-WITH sh¢et 13 of 19 _ REINFORCED;h UNREWFDRCED iIUME'S. r „ l..s w, �y y� -. �R�APsr�, -i, AK•..n�'-.i.'.. .Yr.�si..a.... .,.. ., ...,. . a f n _ _ ig 3/Y . SND1 SPACE 51YM SPACE . O O ir�y� • . o 9 s= 3�•1tA%, N - 3/9' I snu yp,� SHIM SPACE O I p m 9� Z�N n. 28Y D ON 00 STRiJC1URE 3/E�AMX. SFUM SPACE m�• 4r• •Y 3•�Faa Q oS i + o3-zt-ia revisions: ....__ SMES FRONT 5Ef PLUM WINOOWALL SYS.(LM.1.) AL-FAROOQICORPORATION a n a no a e osert itGrt - Ald ENCiWEOM h PRODucr DEVELOPMENT -Mora Aluminum do Bass Products Inc. 12W SM.87AVE A 'n 11500 MIRAMAR PARKWAY SURE 300 h9AM1,FLORIDA 33174 C MIRAMAR. FL. 33025 TM(305)2s+•6soo: FAXtsob)ssxasss IV o l •pr TEL(3o)am-526s FAx(3os)wa-s— r .-- - COMP-AN -L\W7412AGP I 6t Pj 1?oays -'S3MYM!-037a0lNHtlNO�►03W0lJI.3d --_.__- ] nnnr HUM arbr/NOf m 10 NOUDTUS Mod L NdH1Y S133HS101 dll3d Z L—• LM PI.'iP 7N3Yf3,10M awm1Y do 3o YC1 Yo 3dv1 ati ON00 10 3sn ma Me -. jet BulMwp,. 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" O a _ V- le papa e OOVEO MIAGE`MISSILE 1�MIAMI-GADE COUNTY O STAR TRANSOM 2 --NIARCE 4tSSILE COUNTY f P'SISTANf TWW504 y 3 ypr ` YI s - -____-_-�-� L_____.-____- yj 06 Ez t 1/4, X 2 •'HH BOET 1/4-20 X 2-1/4"HH BOLT g W/ t WASHER © W/NUT k WASHER ` MID SPAN a AT MID SPAN Q Q a e 1e " --- ---------7 ----- ---------J o xt 1 YWII-DADS COUNTY APPROVED j I MIMO OADE COUNTY APPROVED I � p LARGE MLSSLE;XIPAL'T RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR + 1 I c r --------------- ---; I c ==___--_—--------; ' o : r ' . EMc dA�D#XMAD Applhri�YcoluplTlrat llim l0r b 3M ift rid 6 • _ ILik PE Ill 7M2 Mbol Usdthaluel MfQQp�� �� drawing n JUN 9 21194 W14-1 2 Y sYa'a' E7o 4 3.713.712 2 7I� 18 3.712 � 3,712 L 91�I- 2.59.80-9_2 �{II 750 01500 3. 7 .25 150 .187 .250 1.300 �. 2.250U50` 2.20 Z my v L Ll .o9E o� .090 4.560 4A00 4soo 4.50o O GLASS STOP a, - O/'�- -POUR & DEBRIDGE O - - �- --- - 3.3as- - -C�a-a - SILL/ /INTERMEDIATE & MULLION INTERMEDIATE HORIZ. & MULLION TYPE 2 HEAD/SILL/JAMB/INTERMEDIATE & MULLION HEAD/SILL/JAMB/INTERMEDIATE & MULLION Az .933 r_E-..2 .750 0 Gid s �3.07 .750 .WO I ?u' .125 .637 3.000 .167 1400 � O _ y, GLASS STOP i 1.500 $ PLAIN SNAP 11 POUR'AND DEBRIDGE PLAIN SNAP 4500 yy11 =► k �1 ¢ a 3e1 391 13 INTERMEDIATE HORIZONTAL 3.641 4500 %N „ .1 E7 - .1E7 .157_ z a- 3.233f 090 3.233 .090 1233 • 4.099_ 4.010 4.099 .947 ,570 820 to c rv,Y: 4.000 .125 2.250 3 C3 ,090 e 0 p N II 9^� :700 Jl33F• .750 t3 SHEAR BLOCK 12 NEAD/JAMB/SILL 3 Ors Oa FIN SNAP TYPE 2 POUR & DEBRIDGE FIN SNAP r1750� 250 i .125 3.712 4.499 0 - o ,gel .J75 -y.750}� N DOOR FRAME JAMB ,125 AVE E„Sr JAVAD ANYAO H �4 • - qht 'promo a tampbkgwl¢6.lee 2 i 3:E70 3. E 4=0 4.000 4.000 FU.N.. 70502 ■ d odi sJ .gn 9 r _ It[I7J $ tl6 'Fi k-.R �; �.�� nAde Pradutl[pel a ;- - - - drawing no. 4a 2+c 47 ss se Jlild 9 ��i�r W14-12 LJ L DOOR CHANNEL- DOOVREINF. CHANNEL I JAMB REINF. CHANNEL I JAMB/MULLION-REINF. BAR - -MULLION-REINF. BAR - aheotl7.oflg) -_ ,r r MREQV DBCCBIPTIDN LA?CNAL 1GN/./RUPFUBR/REMARKS 4ft 1' 311'' IfFAO,MERU,SILL,�WIB AND NUWON-HFAW. 6063-76 ' "�_ :2s'1°. •m.. 1-312 GLASS STOP 6003-TB2A ' 314, GLASS STOP(LARGER) 5063-Te - 03 W m113 FIN iSNAP 6003-Te -4."` ' �044 PLAIN SNAP. 6063-TS -e - 004 PUM SNAP 6003-TB 7 -316 AS RFAb 11DAD.INTERN•,$41.JAMB&NUUION-NEW 6063-T6 - 7A"e' V-313T AS t6IDb INTERMEDIATE FIOIeZQNUL&MULLION-TYPE 2 6063-TB -............ I �p. A AS REDb FIN SNIP BOB3-to ti............AS ftEOb iBd SIUP TYPE 260e3-m -fAS RBOb POIRi&OEM HEAD.INIERM.S41.JAMB!&.MULUON-HEAW. e063-T6 -10 .AS i POUR&OEBR=FIN SCUP 60S3-T6 -AS RfO'0 POUR&DEBRKKiE PLAN SNAP 6063-T6 -AS'FM'D NFAO,JAMB&SILL. .......6003-T6... -AS REOV WE RIAMATE HDMZONTAL 606S-T6 - L 005 AS REO.O DOOR FRAME.NMq,, em-Tg - ..........-. 4=E l l 23 SW-320 AS11MMIG SHEAR BIDM 1'LIT. 0003-TB - 240 7 7/e'1L7 e AS RED RENFORCING CNINNEL 3 16'THN. STEEL - O m. .24C I/ -S 7/t6'K1/2' AS'REWD 'RDNFORCIIIO CHANNEL I/e'TM STEEL - i � 25 SLB�G01 - AS REOb GASKET(AT(AT INTERIOR) EPDU TRWCO A.� 25 SMt-013- AS'REO'D SPACER REAMER GUFER GASKET SANTOPRENE MELTPDW PLASM`INTERlU ZONAL. 27'- 1-017 AS REO'D 'SWGLE FACE FOAM TAPE(3/e X 1/4") VINYL FTLIM FRANK LOWE i � 'ct a 3D° SIB-G12 AS REO'D DOME FAM ra W TAPE WIG'X 1/2*) VINYL FOAM FRANK LANE ¢ ` 32^ �5801 2 PER GI. SETIOL6 BLOCKS(3/0'X 1 1/4'X C LG.) EPOM TREMCO,DUROMETER 80i5 SHORE A _ 3 34'. 7 2 PER CL iSETTM BLACKS 14'X 1 1/4"X 4'L0. EPDU TREMCO,OUROMETER'BUS SHORE A Z,j<N X 4' AS,REWO I REINFORCING BAR STEED. X 4* AS RE RL7NF'ORL'WC BAR STEEL U. 4B (X 1 1 4/COMER FRAME ASSEMBLY SCREWS ST.STEEL HEX.(LEAD UACHINE SCREW AS REWO I JAYS'REINFORCING CHANNEL 3/16'RM. :.57EEL - a pi. C i a N ism _ C� I �- Engr.JAYAD A191A0 •PP�'buma I - � FIA PC "592 Flmide 0e I�Ply■O WN IOr i3 -# CAN.It55e Dale .6 WAY A_ Ailpml Dade P,udu I c neml 07\} -drawing no. W14-12 JlifJ pZ!r -` - — - _ n 10 IN MR f r_ C. n� o �m� :7 �s o CJ N i �L tl ;I? $, e a d-ft+ 03-21-I4 "ions: SERIES FRONT SE1 ALUM 114NDOWALL SYS.(L.KQ AL-FAROOQ CORPORATION a no 010 escn ron ENGINEERS&PRODUCT DEVELOPM04T -j �,�, 3�e._,• Aldora Aluminum k Gloss Products Inc. ,. �Sw.sYwvE ¢ 0 11500 MIRAMAR PARKWAY SUITE 300 MIAMI,FLORIDA 33174 tD I er.>j IN/m MIRAMAR, FL. 33025 FA%TJOS72628976Ac N o chk.W. TEL(303)aaa-0288 FAX.(305)ON-6286 COMP-ANL\W14-12ACP