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Notice of Acceptance
File Copy 1 it w�. MIAMI•�►DE MIAMI-DADECOUNTY e 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.mlamidade.aov/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 Ithe 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(AM). This NOA shall not be valid after the expiration date stated below.The,Miami Dade'l 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 1 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 jWindowall 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. i 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. I 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;iI OA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tennmate 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. i 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. NOA No.14-0415.06 MIAMI-DADE COUNTY Expiration Date: July 03,2019 Approval Date: July 03,2014 . 1 it Page 1 i I it " Aldora Aluminum & Glass Products,Inc. 1 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 I 1. Test rdports on: 1)Air tnfiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test;Loading pe'r FBC,.TAS 202-94 3)Water Resistance Test,per FBC,!TAS 202-94 4)Large Missile Impact Test per FBC,TAS 2011—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 2011-94 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 20 l-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 51h l 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) anu z,P.-r". Product Co trot FAaminer NOA Wo. 4-0415.06 Expiration Date: July 03,2019 Approval Date: July 03,2014 E-1 i AIdora Aluminum & Glass Products Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - I I E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont De emours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25111, 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. I F. STATEMENT'S J 1. Statement letter of conformance, complying with FBC 5rh Edition(2014), and of no financial interest, dated April 9,2014, issued by Al-Farooq Corpi ration,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. 1 G. OTHER 1. None. ' i Y I I i i 1 , i I I lil i Manuel P .E. Product Contro WExafiner NOA No. 5.06 Expiration Date: July 03,2019 Approval Date: July 03,2014 E-2 I { I li— A D.L OPNG. D.L. OPND.L.SHEET D.L. OPNG. V SEE SNEEi} SEE SHEET MELT 3 SEE SHEET 3 SEE SHEET 3 m m 'Y 0 12 14 I 12 14 70 0 O n J m U �—h--------- - 4 3 1J 13 13 '/ 13 D 0 .T_ ______ 15 0°y 15 15 15 �/ 15 Ik- Q t 3 0 1 LL.Z'N O O in uj M1 p p a y v 11\ j I \ b QN w z �I SEE AI:DORA' z 0.0 ut / IIMPACT 0$OR NOA va 3S M m 11 FOR DOOR SATING E ' �I&DETAILS. \ C C to c�� �I C C II 12 14 E tz to — t o 00 HEAD/SILL OPTION WITH CORNERS " I TMP 7 1/2' HEAD I ANCHORS TYPE I CORNERS 3" II ANCHORS TYPE O JAMB ANCHORS 3 11 ANCHORS TYPE SILL ��AW,AC, BW, BC OR CM ; ANCHORS TYPE t�`AW,AC, BW,BC OR CM TYP, �`AW,AC, BW, BC OR CM 2, 3 OR 4 AT EACH SIOE OF MULL �_AW,AC, BW,BC OR CM TMP• 2, 3 OR 4 AT EACH JAMB 2,3 OR 4 AT EACH JAMB SEE SHEETS 8 THRU 10 2, 3 OR 4 AT DOOR MULL SEE SHEETS 8 THRU 10 SEE SHEETS 8 THRU 10 SEE SHEET 11 -FRONT-S ff- TYPICAL ELEVATIONS_ SINGLE `0' PANEL: o ALUMINUM WINDOWALL SYSTEM FRAME WIDTH = D.L.O. WIDTH + 4.50" THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI—DADE FRAME HEIGHT = DLO. HEIGHT + 4.50" m COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. INSTRUCTIONS: ILL CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. USE CHARTS AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. o v DETERMINE DESIGN WINti LOAD-REQUIREMENT-BhSEp� -- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON WIND VELOCITY,BLDG. HEIGHT,WIND ZONE THIS SYSTEM IS RATED FOR LARGE SMALL MISSILE IMPACT. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. HURRICANE ZONE (HVHZ). STEP 2 SEE CHARTS 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 LOADS TO THE STRUCTURE. Eoyr.JAVAD AHMAD A rored as rnm N x STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND CML PP IrUlcg wilt lhN ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS HEIGHT USING CHARTS ON SHEETS 4 THRU 7 FOR STOREFRONT FLA.PE B 70592 Florida`u diiyL oil EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MULLION AND SHEET 11 FOR DOOR MULLION. C.A.N.3538 pate 0 , THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. NOA4' 5 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE N7 Anil Dade Produ C m! NOT PART OF THIS APPROVAL. STEP 4 USING CHART ON SHEETS 8 THRU 10 SELECT ANCHOR OPTION C� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAT DESIGN LOAD SPECIFIED By, rawing na. IN STEP t ABOVE. ,dF 4_1 rZ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STETHE LOWEST VALUE RESULTING FROM STEPS 2,3,AND a 1 YY I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE E—� SHALL APPLY TO ENTIRE SYSTEM. J O ' 4 sheet 1 of 19 REQUIREMENTS OF THE FLORIDA BLDG. CODE. r.. .I 4nt 'HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS 1/4"HEAT SIREWD GLASS a rlayer 120"interio er �4% onl Glos y 09le IClear An 1 rY lhekol S Saflex Clear And Color Close a uPont Do Nemoum&Co., Inc.' By'Allnex USA,Inc.' Sy'Eastman Chemical Co.' O n "HEAT STREN'D GLASS 1/4"HEAT STREN'D CLASS 1/4"HEAT STREN'D GLASScd J � IL 0 25 u 26 Ij 26 0 26 I I 25 j I 45 V= P �01 SILICONE SICONE ING CWE rDOW CORN DOW CORNING CWS 31 DOW CORNING CWS J1 DOW CORNING CWS 31 '�' TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 DOW CORNING 699 G„�(4SSi,LZ,PE 'GI' DOW CORNING 899 A SS TYPE 'G3' DOW CORNING 899 GLASS TYPE 'G5' DOW CORNING 899 ALTERNATE GLAZING DETAIL V c M N 1/4'TEMP. GLASS 1/4°TEMP. GLASS 1/4`TEMP. GLASS OPTIONAL FOR GLASS TYPES '131% 'G3' & 'G5' I ti m 5 1/2'AIR SPACE 1/2"AIR SPACE 1/2'AIR SPACE -{ o N o @ a a 1/4'HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS 1/4'HEAT STREWO GLASS $ c+y N 090"Inlerloyar .120"Interloyer .090"Interloyer DuPont SentryGlas Uvekof 5 Saflex Clear And Color Glass 5 Ad D-o BY'E.I. DuPont De Nemours&Co„ Ina.' By'Allnex USA, Inc.' By'Eastman Chemical Co,' N Cl j J m 1/4"HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS �aS gKLL, m O O a O c �L a o Q Fn t7 26 i i J� 25 ca 26 II 'I I 25 26 -I I 25 I jl 25 O I r i SILICONE SILICONE SILICONE 16 DOW CORNING CWS J4 DOW CORNINGCCWS 34 DOW CORNING CWS 34 DOW CORNING CWS 34 u TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 y DOW CORNING 899 -QJI6SS TYPE, 'G2' DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 GLASS TYPE 'G4' GLASS TYPE 'GB' ALTERNATE GLAZING DETAIL •• _ OPTIONAL FOR GLASS TYPES 'G2', 'G4' & 'G6' J a�S O m C Z � tq9 I �s 26 I I I 25 I Engr:JAVAO AHMAOCIVIL Appro'-w as complying with Ore ,j j ! J,/ AIR SPACE CONSISTING OP! FIA PE j 70592 Florida Wuiylnr do SPACER: CAN.3536 Date i 0 I ALUMINUM BOX SPACER AROUND M nil Idehruduc Co' 9 � y It. THE PERIMETER OF THE CLASS. PERIMETER SEALANT• by drawin 11no.34SILICONE 9LAMI G A ON XTERTOR DOW CORNING 791 2014 W14— NATED OPTIONAL FOR GLASS TYPES 'G2% '04' & 'G6' GE 2000 sheet 2 of�g GLASS LOAD CAPACITY-PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF a. CLASS TYPES GLASS TYPES CLASS TYPES NOMINAL DIMS. 'GI' & 'G2' 'G3' & 'G4' 'G5' & 'GO' NOMINAL DIMS. 'G1' & 'G2' 'G3' & 'G4' 'G5' & 'GB' NOMINAL DIMS, '01' & 'G2' 'G3' & 'G4' 'G5' & 'G6' D.L.O. D.L.O. a D.L.O.WIDTH O.LO.HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-)EXT,(+) INT.(-) O.L.O.WIDTH O.L.O.HEIGHT EXT,(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) O.L.O.WIDTH D.L.O.HEIGHT EXT.(+) INT.(-)EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH Z j 33 120.0 135.0 120.0 135.0 65.0 75.0 33• 120.0 135.0 120.0 135.0 65.0 75.0 33" 120.0 135.0 120.0 135.0 65.0 75.0 IP a 36, 120.0 135.0 120.0 135.0 65.0 75.0 36" 120.0 135.0 120.0 135.0 65,0 75.0 36' 120.0 135.0 120.0 135.0 65.0 75.0 IL 39' i20.0 135.0 120.D 135.0 65.0 75.0 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 r- O O 42' 120,0 135,0 120,0 135.0 65.0 75.0 42• 120.0 135.0 120.0 135.0 65.0 75.0 42' B0.0 bolo solo solo 65.0 75,0 J 45" 120.0 135.0 120.0 135.0 65.0 75.0 45" 120.0 135.0 120.0 135.0 65,0 75.0 45" 60.0 60.0 80.0 80.0 - - ' n' Q;C1 u 48" 120.0 135.0 120.0 135.0 65.0 75.0 48" 60.0 60.0 80.0 80,0 65.0 75.0 48" 121-1/2- 80.0 60.0 80.0 60.0 51" 73-1/2" 120.0 135.0 120.0 135.0 65.0 75.0 51" 97-1/2- 60.0 60.0 80.0 80.0 65.0 75.0 51' 60.0 60.0 80.0 80.0 54' 120,0 135.0 120.0 1.3 0 65.0 75.0 54" 60.0 60.0 80.0 80.0 - - 54` 60.0 60.0 80.0 bolo - - c d� a 0�Q 57" 120.0 135.0 120.0 135.0 65.0 75.0 57' 60.0 60.0 80.0 80.0 - - 57" 60.0 60.0 80.0 80.0 - - -I'� O IL IL n O i% p1 D 60' 120.0 135.0 120.0 135.0 65.0 75.0 60' 60.0 60.0 80.0 80.0 - - 60' 60.0 60.0 solo 80.0 - - ya 83" 90.0 90.0 00.0 80.0 65.0 75.0 63' 60.0 60.0 80.0 80.0 - - 63' bolo bolo solo 80.0 - - Q 9; (! z = 66" 60.0 60.0 80.0 80.0 65.0 75.0 66" 60.0 60.0 80.0 80.0 - - 33' 120.0 135.0 120.0 135.0 65.0 75,0 I is 69" solo bolo 80.0 solo 65.0 75.0 69" bolo bolo 80,0 80.0 - - 36' 90.0 90,0 solo solo 85.0 75.0 Q W �j 33" 120.0 135.0 120.0 135.0 65.0 75.0 33" 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 36" 120.0 135.0 120.0 135.0 65.0 75.0 36' 120.0 135.0 120.0 135.0 65,0 75.0 42' 60.0 60.0 80.0 80.0 - - 39° 120.0 135.0 120.0 135.0 65.0 75.0 39" 120.0 135.0 120.0 135.0 65,0 75,0 45' fi0,0 bolo solo 80.0 - u p N 42° 120.0 135,0 120.0 135.0 65.0 75.0 42" 120.0 135.0 120.0 135.0 65.0 75.0 41" f27-1/2" 6010 60.0 80.0 80.0 45" 120.0 135.0 120.0 135.0 65.0 75.0 45' 90.0 90,0 80,0 80,0 65.0 75.0 51' 60.0 60.0 80.0 80.0 48' 120.D 135.0 120.0 1J5.0 65.0 75.D 48" bolo bolo solo solo 65,0 75.0 54' 60.0 60.0 80.0 80.0 - - 51" 79-1/2" 120.0 135.0 120.0 1J5.0 65.0 75.0 51" 103-I/2" 60.0 60.0 _80.0 80.0 - - 57' solo 60.0 solo 80,0 54" 120.0 135.0 120.0 135.0 65.0 75.0 54' 60.0 60.0 80.0 80.0 - - 60" 60.0 60.0 80.0 80.0 - - a 3 57' 90.0 90.0 80.0 80.0 65.0 75,0 57" 60.0 60.0 60.0 80.0 - 33' 120.0 135.0 120.0 135.0 65.0 75.0 `4 4 (.O 60° bolo bolo solo solo 65.0 75.0 60' bolo bolo solo solo - - J6° B0.0 bolo solo solo 65.0 75.0 tL q 63' 60.0 60.0 80.0 80.0 65.0 75.0 63' 60.0 60.0 80.0 80.0 - - 39' 60.0 60.0 80.0 80.0 - - M 2 66' bolo bolo 80.0 solo - - 66' 60.0 bolo solo solo - - 42' bolo bolo solo solo - - N aa 69` 60.0 60.0 80.0 80.0 - - 69` bolo bolo solo solo - - 45' 133-I/2 60.0 bolo solo solo 33' 120.0 135.0 120.0 135.0 65.0 75.0 33" 120.0 1 135.0 120.0 135.0 6&0 75.0 48• 60.0 60.0 80.0 80.0 - - � �o� n 36° 120.0 135.0 120.0 135.0 65.0 75.0 36" 120.0 135.0 120.0 135.0 65.0 75.0 51' 60.0 60.0 80.0 80.0 - - 39" 120.0 135.0 120.0 135,0 65.0 75.0 39" 120.0 135.0 120.0 135.0 65.0 75.0 54' 60.0 60.0 80.0 80.0 - IF - 42" 120.0 135.0 120.0 135.0 65.0 75.0 42' 90.0 90.0 80.0 80.0 65.0 75.0 57" 60.0 60,0 80.0 80.0 - a 45" 120.0 135.0 120.0 135.0 65.0 75.0 45' 60.0 60.0 80.0 80.0 65.0 75.0 33' 90.0 90.0 80.0 BO.0 65.0 75.0 48" 120.0 135.0 120.0 135.0 65.0 75.0 48" 60.0 60.0 80.0 80.0 - - 36" 60.0 60.0 80.0 80.0 65.0 75.0 51" 85-1/2' 120.0 135.0 120.0 135.0 65.0 75.0 51" 109-1/2' 60.0 60.0 80.0 80.0 - - 39' 60.0 60.0 solo 80.0 - - 54° 90.0 90.0 80.0 80.0 65.0 75.0 54' 60.0 60.0 80.0 80.0 - - 42' 60.0 60.0 80.0 80.0 - - -- --57" - -- 1010 60.0 80.0 -80.0--65A -75,0- ---57" - ---60.0--60:0--00.0 80.0- - -----45° - -139-1/2" 60.0 10.0 -80.0-_90.0__ 60" 60.0 60.0 80.0 80.0 65.0 1 75.0 60' 60.0 60.0 80.0 80.0 - - 48" 60.0 80.0 80.0 80.0 - - S 63" 60.0 60.0 60.0 60.0 - - 63' 60.0 60.0 80.0 80.0 - - 51' solo bolo solo 80.0 - - 66' 60.0 60.0 solo bolo - - 66" 60.0 60.0 80.0 80.0 - - 54' bolo bolo solo solo - - t; u 69° bolo bolo solo solo - - 69° 60.0 60.0 solo B0.0 - - 57" 1 1 bolo 1 80.0 1 solo - 33' 120.0 135.0 120.0 135.0 65.0 75.0 33" 120,0 1J5.0 120.0 1J5.0 65.D - INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 36' 120.0 135.0 120.0 135.0 65.0 75.0 36, 120.0 135.0 120.0 135.0 65.0 75.0 --- - - ='39°=--- - 120.0 V135.0 -120.0'�iJ5:0==65.0==75.0-- --39'----- - - -=120.0--135.0=-120.0--135.0- -65.0==75.0-42" 120.0 120.0 135.0 65.0 75.0 42" 60.0 60.0 80.0 80.0 65.0 75.0 NOTE: v0 45' 120.0 120.0 135.0 65.0 75.0 45" 6D,0 60.0 80.0 60.0 65.0 75.0 GLASS CAPACITIES ON THIS SHEET ARE48" 120.0 120.0 13S.0 65.0 75.0 48' 60.0 60.0 BOX 80.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS). 51" 91-1/2" 60.0 80.0 80.0 65.0 75.0 51" 115-1/2" 60.0 60.0 80.0 80.0 - - Engr:JAVAD AHMAD54' 60.0 80.0 80.0 65.0 75.0 54' 60.0 60.0 80.0 60.0 - - CNIL o"we;3kdhFlit PE fl 38 DelecxJilrA 57" bolo l 90.0 solo - - 57° 60.0 bolo solo solo - - %.PE 36J6 MI x I 4 e Produet C tmi U $ � 60' bolo bolo solo Bolo - - 60" 60.0 60.0 Bolo 80.0 - - �nrta�njr�_\ 63" bolo 60,0 solo B0.0 - - 63' 60.0 60.0 80.0 80.0 - - 66" 60.0 bolo solo solo - - fib" bolo bolo 80.0 80.0 69° bolo 60.0 80.0 6D.0 - - GLASS J 9 W14-12 2014 sheet 3 0(19 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF MULLION MULLION MULLION 47 47 WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE IORIZONTALS MULLION 'Ml' MULLION 'M2' MULLION 'ME' 11 _ 7 12 11 7 NOMINAL DIMS. NOMINAL DIMS. NOMINAL DIMS. JAMB 'J1' JAMB'd2'/'d2A' JAMB'd2'/'1ZA' 0 J VADTH(W) FRAME HEIGHT EXT.(+)INT.(-) WIDTH(W) F; E HEIGHT EXT,(+)INT.(-) WIDTH(W) FRAME HEIG14T EXT.(+)INT.(-) 30° 90.0 90.0 30" 120.0 135.0 30" 120.0 135.0 36° 90.0 90.0 M1 6i 0 36' 120.0 135.0 36' f20.0 i35.0 42' 10.0 90.0 JAMB 'J1' JAMB 'J2' JAMB 'J2A' In 0 42" 120.0 135.0 42' 120.0 133.0 54' 84" 90.0 90.0 48' 120.0 135.0 44' 120.0 135.0 ix UT"4 Sz ttl"3 IX IN^4 Sx IN-3 Iz IN^4 Sx IN^J 54' 90.0 90.0 84' 114' S.684 2.521 ALUMINUM 4.519 1760 ALUMINUM 5.684 2.521 �• 54' 120.0 135,0 48' 8D.0 Bolo STEEL 1519 .7fi0 STEEL 1.519 .760 C~i n 60' Bolo 90.0 60' 120.0 135.0 54' Bolo Bolo TOTAL g.432 TOTAL 10.089 O M 4NUM+h STLX 29 1[NUM+h SRx 2.9 l+l 81' B0.0 Bolo 68" 80.0 80.0 60• 80.0 Bolo C' 66' 80.0 80.0 0 a Q 72' r80.O 80:0 66" Bolo Bolo O 72' 80.0 Bolo 0 OT 30' 135.0 72' 60.0 Bolo 30' Bolo Bolo 36° 135.0 30" 120.0 135.0 3 4� 42" 90.0 90.0 36 42' Bolo Bolo 42° 135.0 J6' 120.0 1J5.0 48" 135.0 42" 120.0 134.5 48' 90.0 90.0 90"90• 54" 135.0 48" 80.0 00.0 7A BA 7A BA 54' Bolo 90.0 120" 57' 87.9 87.9 56' 120,0 135.0 54- 60.0 80.0 60" 80.0 80.0 60" 80.0 80.0 60' Bolo B0.0 A M id fib' B0.0 80.0 66' Bolo Bolo 66° 80.0 00.0 _ ` I 72' 76.8 76.8 72' B0.0 Bolo 72" 80.0 80.0 30" GO 90.0 30" 120.0 135Z 30" 80.0 80.0 JB N 36" 90.0 90.0 J8" 120.0 135.0 36" 80.0 80.0 42' Bolo 90.0 42' 1200. 135.0 42' 80.0 80.0 7 8 7 8 o � 48" 96" 85.6 85.6 48" 98" 120.0 135,0 48" 126" 60.0 80.0 V'CL c3 S4' 78.0 78.0 52' 120.0 135.0 54" B0.0 80.0 dM 60" 72.2 72.2 54' 80.0 80.0 60" 80.0 80.0 E Qrl 86' 67.6 67.8 so' Bolo Bolo 66" 78.9 78.9 MULLION 'M1' MULLION'M2' S 72' 84.5 64.5 66" 60.0 Bolo 68" 77.1 77.1 W Iz IN^4 Sx IN^3 Ix 4 8x IN^J rz JO' Bolo 40.0 72' Bolo Bolo 30' Bolo 00.0 5.670 2.514 ALUMINUM 5.670 2.514 aof 36' 90.0 90.0 30" 120.0 135.0 36" 80.0 80.0 STEEL 4.000 2.000 0 0 42' 83.3 83.3 39' 120.0 135.0 42" 80.0 80.0NUII+h 6TL X 2,9 17.270 vo 48' 102" 74.2 74.2 42' 120.0 135.0 48" 80.0 80.0 132" 50' 71.7 71.7 48' 102' 120.0 135,0 54' Bolo Bolo O 54° 87.3 67.3 49" 120.0 135.0 60' 73.3 60' 61.1 12.1 54" Bolo Bolo 65" 68.7 68.7 66- 58.1 58.1 60" 80.0 80.0 30" 80.0 80.0 70' 55.9 55.9 66' --- - 80.0--80,0- --36"-- - --- ---Bo.O -80.0_- 30' 90.0 90.0 72• 80.0 80.0 42' 80.0 80.0 0 36' 80.1 80.1 30" 120.0 135.0 40" 77.3 77.3 _ 42' 19.8 69.8 iJ8' 36" 120.0 135.0 54" 69.7 69.7 108" 62.3 62.3 i v 42" 120.0 135.0 60" 62.6 62.6 o 54' 56.7 56.7 N.t> w 60" 32.3 52.3 46' 105' 120.0 135.0 62' 61.9 61.9 B6' 48.9 48.9 48' 80.0 Bolo 30" 80.0 BO.0 c __- - _-___-- -_ - - - __54'- -_ -_80.0��80.0= _JS _-_ BDA ._B0.0_ J0' 80A--BOA- J6' 67.8 67.8 60' Bolo 80.0 42" 144' 76.7 76.7 `C 42' 51.0 59.0 66' 80.0 80.0 48' 67.8 67.8 I W1 4 W2 I W3 _I 4B' S25 52.5 72" 60.0 80.0 54" 61.0 51.0 --� 114" 60° 55.7 55.7 WIDTH{ W = W1 Engr:JAVAD AHMAD ♦PProvcd m cnmpiyingwitB lho d 54' 43.9 47.6 AT FRAME JAMB CMLff 60' 43.9 43.9 FLA PE 8 70592 D. Ieditt-ng' c r 1 83' 42.3 42.3 WIDTH W a W2 t W3 'C,0. J5J8 tiPA9 E(� d 6 JO' 68.9 88.9 AT FRAME MUWON 2 � M nd i ulc Predu Irol 42" 50.3 50.9 �//� '' / 48' 120' 50.3 50.J "`l/+�J/,`eG��II Q L�`V dfaWincJ n0. 48' 44.7 44.7 54' 4o.s ao.s MULLIONS JUN 09 ZQ9�+ W14-12 fi0' 37.2 37.2 sheet 4 of 19 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF ��V ° MULLION MULLION MULLION WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE.HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS , 35 NOMINAL DIMS. MULLION M3 NOMINAL DIMS. MULLION 'M4' NOMINAL DIMS. MULLION 'M4' JAMB 'JO' JAMB 74' JAMB 'J4' 11 1 11 1 Zr i WIDTH(W) FRAME HEIGHT EXT.(+)INT.(-) VADTH(W) FRAME HEIGHT EXT.(+)INT.(-) WIDTH(W) FRAME HEIGHTr55. INT.(-) O _ 30' 90.0 90.0 30° 100.0 100.0 30' 100.0 Qp• 36° 90.0 90,0 38' 100.0 100,0 JO' 1OD.0 G. L U 42' 90.0 90.0 42' 100.0 100.0 42' 95S d 48' 90.0 90.0 46' f00.0 t00.0 44' 91.5JAMB 'JS' JAMB '34'84" 84' 114" Ix IN^4 Sx M"3 1X IN^4 SxIN"J 54" 90.0 90.0 54' 100.0 100.0 48" 60.0 5.813 2.538LUMINUM 5.860' 80.0 80.0 60" 100.0 100.0 54' 60.0 STEEL 2.000 1.000 O m 66' 80.0 80.0 66' 60.0 60,0 60' 60.0 hATW s It Sit x Z9 11,613 6 To72' 8D.0 80.0 72' 60.0 60.0 66' 60.0 '36- 30, 90.0 90.0 30" 100.0 100.0 72' 60.0 60.0 C 36' 90.0 90.0 36" 100.0 100.0 30' 100.0 100.0 ;LL 42' 90.0 90.0 42' 100.0 100.0 36' 99.0 99.0 35 Q to LO S_o 48" go, 90.0 9010 48' 9o, 100.0 100.0 42' 85.8 85.8 9 10 9 10 Q T� 51' 90.0 90.0 54' _ 100.0 100.0 48' 120• 60.0 60.0 54' 80.0 80.0 56" 100.0 100,0 54' 60.0 60.0 60' 80.0 80.0 60' 60.0 60.0 60" 6010 60.0 ti p °a3 66' 60.0 80.0 66° 60.0 1 80.0 66' 58.2 58.2 G 'j 72' 77.6 77.6 72' 60.0 60,0 72' 54.5 54.5 35 30' 90.0 90.0 30° 700.0 100.0 30' 60.0 60.0 to 36" 90.0 90.0 36" 100.0 100.0 36' 60.0 60.0 Q >- �n 42' 90.0 90.0 42' IOo.0 100.0 42' 60.0 60.0 9 10 9 10 0 ✓ 3 vt 46' 96' 86.5 86.5 48' 96' 126" 100.0 100.0 48' 60.0 60.0 Y IN 54' 78.8 78.8 52° 100.0 100.0 54' 60.0 60.0 > (.60' 73.0 73.0 54' 60.0 60.0 60" 56.5 56.5 �V) E 66" 68.5 68.5 60' 60.0 60.0 66' 52.2 52.2 i � I 72' 1 62.6 62.5 68' 60.0 60.0 72" 51.0 51.0 1 MULLION 'M3' MULLION 'M4' E tL 30' 80.0 80.0 72" 60.0 80,0 30" 60.0 60.0 Ix IN^4 Sx M^J Ix IN^4 Sx IN^J zt 36' 8010 80.0 30' 100.0 100.0 36' 60.0 60.0 5.813 2.529 ALUMINUM 5.813 2.529 0 0o g 42" 80.0 80.0 39' 100.0 100.0 42' 60.0 60.0 STEEL 2.000 1.000 iYi,��j a O 48' 102' 75.0 75.0 42' 100.0 100.0 48' 1J2' 60.0 60.0 hO.T 4 N m x 29 11,673 p a g 54" 68.1 68.1 48' 102' 100.0 1o0.o 54' 56.0 56.0 50° 62.8 62.8 49" 100.0 100.0 so' 51.1 51.1 66' 58.7 58.7 54" 60.0 8o,0 65' 1 47.8 47.8 70' 56.5 56.5 60' 60.0 6010 30' 50.0 60.0 _30" __ _ 80.0_-80.0_ __66'____ - _ 60.0__6010_ _ 36' ___ _-60.0- 60.0_ 36' 80.0 80.0 72' 60.0 60.0 42' 60.0 60.0 o 42' 71.6 71.6 30' 100.0 100.0 48' 138' 56.8 56.8 _ 48' 108" 63•9 63.9 38' 700.0 100,0 54' 51.1 51.1 [E H W 54° 58.1 58.1 42' 100.0 100.0 60' 46.5 46.5 = 60' 53.6 53.6 46' 10B° 98.7 98.7 62' 45.2 45.2 66' 50.2 50.2 48" 60.0 60,0 30" 60.0 60.0 802 _80.0 __ 54�_ _ __ 60.0_-60.0_ 36'_^ _ _6D.0. 60.0_. -- 36* -__- 69.5 69.5 60" 60.0 1 60.0 42" 144' 58.8 58.8 42' 50.5 50S 66" 60.0 60.0 48- 52.0 52.0 c 48' 114' 5J.9 53,9 72" 60.0 60.0 54' 46.6 46.6 �Wt�W2 - 54' 48.8 48.8 60' 42.4 42.4 < WIDTH (W) s W1 Eagr.JAVAD AHMAD I(ppmed as com O 63" 4J.4 43.4 AT FRAME JAMB LML Florida Bu ding odlaylvlm 1I1P n I i2 FIA.PE A 70592 Dsle, 3 S 30" 70S 70.5 W2 + W3 CA. SJ8 nDAt l7. WIDTH (W) 2 n1 ml .,J Produ c 1101 3 36" 59.4 59.4 AT FRAME MULLION � 42' 120' 51.6 51.6 BY. •- - drawing no. 48' 45.8 45.8 54" 41.5 41.5 U� �09� W14-12 60' 38.1 38.1 sheet iJ of�9 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY -PSF MULLION MULLION MULLION 47 47 KITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE 1ORIZONTALS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULLION 'If1' NOMINAL DIMS. MULLION 'M2' NOMINAL DIMS. MULLION 'M2' tt I 7 12 11 7 JAMB 'Jl' JAMB 'J2'/'JZA' JAMB 'J2'/'J2A' Z WIDTH(w) FRAME HEIGHT EXT.(+)INT.(-) wIOIH(W) FRAME HEIGHT EXT.(+)INT.(-) vnDIH(w) FRAME HUGMrEXT.(+)IINT.(-)90.0 90.0 3p• 120.0 135.0 30° 135.036° 90.0 90.0 36" 120.0 135.0 36" 13&042' 90.0 90.0 JAMB 'JI' JAMB 'J2' JAMB 'J2A' 0 42° 120.0 135.042' 135.0 0 F:48' 84" 90.0 90.0 48" 120.0, t35.0 44' 135.0 Iz IN4 Sx IN3 Ix IN'"4 Sz IN-3 Ix tN'4 SX IN"354' 90.0 90.0 SA' 84• 120.0 135.0 48' 114' 80.05.684 2.521 ALUMINUM 4.027 1.788 ALUMINUMf 5.68h 2.52S7EEL 1.519 .760 STEEL 1.519 .760 0 C7 a60' 85.3 85.3 60, 120.0 135,0 54' 80.0 TOTAL 70TAL 0 5 8.432 10.OB9 C {r� 61" 83.9 83.9 HALUII+Ix SILX 2.9 u2AL +I.SRX 2.9 66, 76.6 76.8 66' 80.0 B0.0 60" 60.0 80.0 �'C v M 72' 80.0 80.0 66 80.0 80.0 IL oc p 72' 70.2 70.2 0 0 rh- 30' 120.0 135.0 72' BO.0 80.0 10 30' 90.0 90.0 Q9 1 s q 36' 90.0 90.0 3, 120.0 135.0 30" 120.0 135.0 Q 3 LL 42" 120.0 135.0 36' 120.0 135.0 J6 1L Z 42' 90.0 90.0 1 48' 120.0 135.0 42" 12B.3 128.3 48' 90.0 90.0 90' 54' 90" 81.5 81.5 54' 120.0 135.0 48' 120" 80.0 80.0 7A BA 7A 8A 57' 77.2 77.2 56' 120.0 135.0 54" 80.0 60.0 60, 80.0 80.0 60, 80.0 80.0 O 66" 72.5 72.5 v C to 66" 65.9 65.9 66' 80.0 80,0 66' 80.0 80.0 - � 72" 60.4 60.4 72' 80.0 80.0 72' 74.8 74.8 [ri .N� $ 30" 90.0 90.0 30' 120.0 135.0 30' 80.0 80.0 38 N ado 38' 90.0 90.0 36, 120.0 135.0 36" 80.0 80,0 3 n 42" 90.0 90.0 42" 120.0 135.0 42' 80.0 80.0 ar 7 8 0 Q 0 48' 98° 79.7 79.7 48' 96, 120.0 13S.0 4B' 126' 80.0 80.0 N se 70.0 70.8 52' 120.0 135.0 54' 80.0 80.0 <0 60" 62.9 62.9 54' 80.0 8010 60" 77.5 77.5 M 66" 57.2 57.2 60' 80.0 80.0 68' 70.5 70.5 MULLION 'Ml' MULLION 'M2' Ln 72' 52.4 52.4 66• 80.0 80.0 68, 68-9 681.5 Ix IN'4 Sz IN"3 ]x IN"4 Sz IN'J z 30' 90.0 90.0 72' 80.0 80.0 30' 60.0 80.0 p 5.670 2.514 ALUMINUM 5.670 2.514 a g 36' 90.0 90.0 30' 120.0 135,0 36, 80.0 80.0 STESL 4.000 2.000 O¢� n 42' 76.2 78.2 39' 120.0 135.0 42' 80.0 80.0 TOTAL +U 1 X 2.9 17.270 W `p N_oC 48' 102" 68.4 6B.4 42" 120.0 135,0 40' IJ2' 80.0 80.0 a so' 65.7 65.7 48' 102° 120.0 135.0 54' 75.0 75.0 54" 60.8 $0.8 49• 720.0 135.0 60" 67.5 67.5 60' 54.7 54.7 54, 80.0 80.0 65" 62.3 62.3 66, 49.7 49.7 60' 80.0 BO.O 30' 80.0 80.0 70" 11.9 46.9 .66'_ _80.0__8010_. - .36" _-__ ___80.0__80.0_ INTERMEDIATE HORIZONTALS 30" 90.0 90.0 72" 80A 80.0 42' 80.0 80.0 0 0 42' 65.8 65.8 �• 120.0 135,0 48' 7J.8 73.8 42' 65.B 65.8 138" - 48" 57.6 57.8 36" 120.0 1J5.0 54' 65.6 65.8 106, 42' 120.0 135.0 60" 59.1 -M'i 59.1 w v 54" 51.2 51.2 = 60, 46.1 46.1 46" 10$, 120.0 135.0 62, 57.1 57.1 w 48" 80.0 30' 80.0 80.0 66' 41.9 41.9 k''A A','F Ili -- ------ - --- 54-_____ 80.0 80,0. _ 36� _80.0._-80.0_-__ p d 36' 65.3 65.J 60, 80.0 80,0 42" 144" 74.2 74.2 > - 42' 58.0 58.0 66' 80.0 80.0 48' 6$.0 65.0 48" 49.0 49.0 72' 80.0 B0.0 54' S7.7 57.7 it4' 60" 52.0 52.0 �' + 54° 43.5 43.5 ERg�:JAVAD AHNAO � _o 60" 39.2 39.2 WIDTH (W) s W) CML Appmredaacorap4IugwlthlW AT FRAME JAMB FLA.PE 70592 Plorld 0 di c H 63" 37.3 37.3 C.A.N.�538 Dale 30' 61.2 67.2 W2 + W3 N11pAN J �' WIDTH (W) MI adeP uqC � $ 42' 66.0 56.0 AT FRAME MULLION 2 48" 120" `48.0 48.0 �'•- drawing no. 48° 42.0 42.0 54' 37a 37.3 MULLIONS JU 1 92 W14-12 60° 3J.6 37.3 sheet 6 0(19 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF IL ' MULLION MULLION MULLION pcS 1FITH INTERMEDIATE HORIZONTALS 141TH INTERMEDIATE 1ORIZONTALS WITH INTERMEDIATE 11ORIZOATA7S 35 � MULLION 'M3' NOMINAL DIMS. MULLION 'M4' NOMINAL DIMS. MULLION 'M4' I NOMINAL DIMS, 11 1 m JAMB '33' JAMB 'J4' JAMB 74' I1 1 0 n j WIDTH(W) FRAME HEIGHT EXT.(+)INT.(-) WIDTH(W) FRAME HEIGHT M.(+)INT.(-) VADTH(W) FRAME HEIGHT EXT.(+)INT.(-) 30" 90.0 90.0 30' 100.0 100.0 30' 100.0 100.0 N s 36" 90.0 90.0 JB" fODA 100.0 36, 100.0 IOO.D gyp{{ dG U 42° 90.0 90.0 42" 100.0 100'0 42' 91.3 91.3 W� 46' 90.0 90.0 48' 100.0 100,0 44' 87.1 87.1 JAMB 'J3' JAMB 'J4' W u B4" 84' 114' IR IN"4 Sz IN'3 161.611E 4 54' 90.0 90.0 54' 100.0 100.0 48' 60.0 60.0 5.513 2.538 ALUMINUM 60' 80.0 80.0 60' 100.0 100.0 54' 80.0 80.0 STEEL 2.000 1.000 (,� r- TOTAL 11.613 66" 77.4 77,4 66' BD,O 60.0 60' 60.0 60.0 /,uua♦k sn X 2e O IL Q o ,,gygy 72' 70.9 70.9 72' 60.0 60.0 66" 58.1 58.1 G% 30, 90.0 90.0 30" 100.0 100.0 72' 53.2 53.2 yR 36" 90.0 90.0 36' 100.0 100.0 30' 100.0 100.0 35 Q W 42' 90.0 90.0 42' 100.0 100.0 36' 96.1 96.1 48' B0, 90.0 90.0 48" 9o' 100.0 100.0 42• 82.4 82.4 9 10 9 10 Q Z 51' 872 87.2 54" 100.0 10010 48' 120" 60.0 60.0 54' 80.0 80.0 56" 100.0 t00,0 54" 60.0 60.0 60' 73.2 73.2 60, 60.0 60A 60, 57.7 57.7 v c M 66, 66.8 66.6 66' 60.0 60.0 66' 52.4 82.4 72' 61.0 61.0 72" 60.0 60.0 72' 48.1 48.1 35 Ln j 30" 90.0 90.0 30" 100.0 100.0 30, 60.0 60.0 GI 36, 90.0 90.0 36' 100.0 100.0 36" 60A 60.0 p.} ry 42' 90.0 90.0 42' 100.0 100.0 42' 60.0 60.0 g 10 9 10 j �»z4 48" 96, 81.5 81.5 45' 96, 100.0 100.0 48" 126" 60.0 60.0 � LL 54' 70.7 70.7 52' 100.0 100.0 54' 58.1 58.1 0-0 60" 63.6 63.6 54' 60.0 60.0 60" 52.3 52.3 r'1 2 66' 57.8 57.8 60" 60.0 60.0 68" 47.5 47.5 c¢ I 72' S3.0 53.0 66' 60.0 60.0 72' 46.2 462 MULLION.'M3' MULLION '1I4' 'E K� 30" 80.0 80.0 72' 60.0 60.0 30" 60.0 60.0 0'^ Ix IN'4 Sx 91'J IX 0Y4 Sx IN'3 a ut 36' 80.0 80.0 30, 100.0 100.0 36' 60.0 60.0 5.813 2.529 ALUMINUM 5.813 2.529 w o N 42' 60.0 80.0 39' 100.0 100.0 42' 60.0 60.0 3TEEL 2.000 1.000 48° 102° 70.1 70.1 42' 100.0 100.0 48' 132' 58.3 59.3 hDALW 4 k Sfl%19 11.613 a 54" 62.3 62.3 48' 102" 99.8 99.8 54' 53.0 53.0 60' 56.1 56.1 49' 97.7 97.7 60" 47.7 47.7 66" 51.0 51.0 54" 60.0 60.0 65' 44.0 44.0 70' 48.1 48.1 60" 60.0 60.0 30" 60.0 60.0 INITERMEDIATE HORIZONTALS .--30=--- - 80.0-- 80.0 - .66"- ------- ----60.0- -B0,0 38°- -- - _ -60.0__60A-_- __ 36" 78.0 78.8 72" 60.0 60.0 42' 61.0 60.0 0 42' 67.5 67.5 30" 100.0 100.0 48" 13B• 54.5 54.5 _ 48' 108' 59.1 59.1 38' 100.0 100.0 54' 48.4 48.4 c 54' 52.5 52.5 42" 100.0 100.0 60" 43.6 43.6 cu 60' 47.3 47.3 46° 108" 92.9 92.9 6Y 42.2 42.2 w 66' 43.0 43.0 48' 60.0 60.0 30, 60.0 60.0 r'� ' y _80.0_-_54 ----- 80.0 _60.0_ =J6 _60.0 60.0 c __ o 0 36" 67,0 67.0 60, 60.0 60.0 42' 144' 56.9 56.9 --- -- _- -- --_ --- --` - - --- - - ----- mo---- - 42' 57.4 57,4 fib' 60.0 60,0 48' 49.8 49.8 I I �- 48" 114' S0.2 50.2 72' 60.0 60.0 54 44.3 44.3 W7 dl-, W2 W3 E 54' 44.6 44.6 60' 39.8 39.8 0 WIDTH (W) n W1 Engr,J µ� hpPrund at tamptylaa with IEty I , 60' 40.2 40.2 CML AT FRAME JAMB plartd DH laq od I zi 63" 38.3 38.3 AFLA. 70592 Datc30" 68.9 68.9 WIDTH (W) m W2 + W3 JBBp n I IIadt Prods 1 1 36" 57.4 57.4 AT FRAME MULUON2 42° 49.2 49.2120' drowingo. 48" 43.1 4J.154° 38.3 38.3 MULLIONS09� W 14-12 60' 34.4 34.4 sheet 7 0(19 I a. a J � N U 0 a� a v 0 aao WOOD BUCKS AND METAL STRUCTURE NOT.BY ALDORA a 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LL 2 vi AND TRANSFER THEM TO THE BUILDING STRUCTURE. J r, TYPICAL ANCHORS: SEE ELEV. FOR SPACING _ ' p rn _ _ _ 1/2° 4 1/2" F•IYPE 'AW'- 1/4"OIA ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) TYF TYP TYP vi INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ��n{{ o WITH 1-1/2" MIN. PENETRATION INTO WOOD 8 d} n THRU 1BY WOOD BUCKS INTO CONCRETE OR MASONRY g m WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) z a WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) ¢N TYPE 'AC'- 1/4" CIA ULTRACON BY 'ELCO' (Fu-177 K51, Fy-155 KSI) �• I 3_� 3"_� a!<rp'l IN DIRECTLY INTO CONCRETE OR MASONRY TYPTYP. �I 6• TYP• 6° TYP• 6' E a M WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)' �_j WITH 1-1/4" MIN. EMBED INTO MASONRY(JAMBS) AW2 AC2,AW2. BC2. CA{2 AW3 AC3. BW3. Af.3. CM3 AW4,AC4.BW4._CM of ANCHOR EDGE DISTANCES - a o'm INTO CONCRETE AND MASONRY - 2-1/2" MIN. (^, 0 Ln INTO WOOD STRUCTURE_1" MIN. _ — _ v � ANCHORS TYPES: N 3 TYPE 'BW'- 5/16" CIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) AW2= (2)ANCHORS TYPE'A 'AT EACH SIDE OF JAMB AND MULLION INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AC2= (2)ANCHORS TYPE 'ACC' AT EACH SIDE OF JAMB AND MULLION HW2= (2)ANCHORS TYPE 'BW'AT EACH SIDE OF JAMB AND MULLION WITH 1-1/2" MIN. PENETRATION INTO WOOD BC2= 2 ANCHORS TYPE 'BC'AT EACH SIDE OF JAMB AND MULLION THRU 1BY WOOD BUCKS INTO CONCRETE OR MASONRY CM2= 2 ANCHORS TYPE 'CM' AT EACH SIDE OF JAMB AND MULLION WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) _ AW3 m ji, ) ANCHORS-TYPE'AW' AT_EACH_SIDE-OF_JAMB_AND_MULLION— -- - -- -=WITH-1=1/4"-MIN.-EMBED-INTO-MASONRY-(JAMBS}- -- -- -- - -- -- --- - - - - - - �- ----- _ - --- AC3- ) ANCHORS TYPE 'AC'AT EACH SIDE OF JAMB AND MULLION G TYPE 'BC'- .5,/16' D A i TRA ON BY 'L-D' (Fu=177 KSI,Fy=155 KSI) BW3= ) ANCHORS TYPE 'BW'AT EACH SIDE OF JAMB AND MULLION DIRECTLY INTO CONCRETE OR MASONRY BC3= ANCHORS TYPE 'BC'AT EACH SIDE OF JAMB AND MULLION N WITH 1-1/2" MIN. EMBED INTO CONCRETE(HEAD/SILL/JAMBS) CM3- 3 ANCHORS TYPE'CM'AT EACH SIDE OF JAMB AND MULLION WITH 1-1/4" MIN. EMBED INTO MASONRY(JAMBS) A1Y4= (4 ANCHORS TYPE'AW' AT EACH SIDE OF JAMB AND MULLION ANCHOR EDGE DISTANCES AC4= 4 ANCHORS TYPE 'AC' AT EACH SIDE OF JAMB AND MULLION HW4= 4 ANCHORS TYPE 'BW' AT EACH SIDE OF JAMB AND MULLION N INTO CONCRETE AND MASONRY - 2-1/2" MIN. CM4- 4 ANCHORS TYPE 'CM' AT EACH SIDE OF JAMB AND MULLION c a. -- -- - INTO-WOOD-STRUCTURE-==1=1/2°-MIN— ---- - --- _-- --- - -- - ---_ - -- ------------ - __--- - --- 1 0 - - - N TYPE 'CM'- #14 SELF DRILLING SCREWS ST/ST (GRACE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 9 & 10 FOR ANCHOR CAPACITIES. Enyn JAVAC MVAD tlppro10 as Complying with OW ALUMINUM : 1/8"THK. MIN. (6063-TS MIN.) FLA.PE B 70592 IVIL Dale,df''A' InpC c i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c.n.N rise KOApJ 6 ANCHOR EDGE DISTANCES Nl Col Dade Produq o° 5 L — INTO METAL STRUCTURES 1/2=' MIN-' — — H1'�� O drawing no. CONCRETE AT HEAD, SILL OR JAMBS is = 3000 PSI MIN. ANCHORS .�UId Ql� W14-12 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. sheet 8 of 19 ANCffOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF EXT.(+)& INT.(-) EXT.(+)&INT.(-) ANCHORS TYPE'AW' ANCHORS TYPE'AC' ANCHORS TYPE'AN' ANCHORS TYPE 'AC' `� I� NOMINAL DIMS. 3/0"MAX. SHIMS 1/4"MAX. SHIMS 3/B" MAX. SHIMS 1/4' MAX.SHIMS NOMINAL DIMS. 3/0"MAX. SHIMS 1/4"MAX, SHIMS 3/8"MAX. SHIMS 1/4"MAX. SHIMS WIDTH(W) FRAME HEIGHT AW2 AW3 A1T4 AV2 AW9 AW4 AC2 AC3 AC4 ACE AC3 AC4 WIDTH (W) FRAME HEIGHT AW2 AW3 Alm AW2 AW3 AW4 AC2 AC3 AC4 AC2 AC3 AC4 0 30' 99.1 135.0 135.0 118.0 135.0 135.0 99.1 135.0 135.0 135.0 135.0 135.0 30' 68.6 102.9 135.0 81.7 122.6 163.4 68.6 102.9 135.0 109.6 f35.0 135.0 }Y 36" 85.7 128.6 135.0 102.2 135.0 135A 85.7 228.6 135.0 135.0 135.0 135.0 36' 58.7 88.0 117.3 69.9 104.8 139.8 58.7 88.0 117.3 93.8 135.0 135.0 a jj 42' 76.4 114.7 135.0 91.1 135.0 135.0 76.4 114.7 135.0 122.1 135.0 135.0 42" 51.6 77.5 103.3 61,5 92.3 123.1 51.6 77.5 103.3 82.5 123.8 135.0 a g Q 48' 89,7 104.5 135.0 83.0 124.5 135.0 89.7 104.5 135.0 111.3 135.0 135.0 48" 46.4 69.7 92.9 55.3 83.0 110.7 46.4 89.7 92.9 74.2 111.3 135.0 G�ij1 �u 52" 96" 68A 99.2 132.3 78.8 118.2 135.0 66.1 99.2 132.3 105.7 1J5,0 135.0 52" 132" 43.7 65.5 87.4 52.0 78.1 104.1 43.7 65.5 87.4 69.8 104.7 135.0 54' 64.6 95.9 129.2 77A 1155 135A 64,6 96.9 129.2 103.3 IJ5.0 135X 54' 42.5 $3.7 84.9 50,6 75.9 101.2 425 63.7 04.9 67.9 I01.8 135.0 rM 60, 60.11 91.2 121.6 72.4 108.7 135.0 60.0 91.2 121.6 97.1 1J5.0 135.0 60' 39.3 59.0 78.7 46.9 70.3 93.7 39.3 59.0 78.7 62.9 94.3 125.7 0 M 66' 57.9 86.9 1t5.B 69.0 103.5 135.0 57.9 86.9 115.8 92.5 135.0 135.0 30' 65.2 97.9 130.5 77.7 116.6 155.5 65.2 97.9 130.5 104.3 135.0 135.0 0 R Q Q 72' 55.7 83.6 111.5 66.4 99.6 132.8 55.7 03.8 111.5 89.1 133.6 135A 38' S5.7 83.6 111.5 66.4 99.6 132.8 55.7 83.6 111.5 89.1 133.8 135.0 n 30, 92.2 135.0 135.0 109.9 135.0 135.0 92.2 135.0 135.0 135.0 135.0 135.0 42" 49.0 73.5 98.0 58.4 87.6 116.7 49.0 73.5 98.0 78.3 117.5 135.0 Q:Q�t 1 O N 36" 79.6 119.4 135.0 94.9 135.0 135.0 79.6 119.4 135,0 127.2 135.0 135.0 48' 44.0 66.0 88.0 52.4 78.6 104.8 44.0 66.0 08.0 70.3 Ig5.5 135.0 Q u-I _ �?N_ Q 42' 70,8 100.2 135.0 04.3 126.5 135.0 70.8 106.2 135.0 113.1 135.0 135.0 52' 138" 41.3 62.0 82.7 49.3 73.9 98.5 41-3 62.0 82.7 65.1 99.1 132.1 48' 64.3 96.5 128.6 76.6 114.9 135.0 64.3 96.5 120.6 102.8 135.0 135.0 54' 40.2 60.3 80,3 47,9 71.8 95.7 40.2 60.3 80.3 64.2 96.3 126.4 52' 102" 60.9 91.4 121.8 72.6 108.9 135.0 60.9 91.4 121.8 97.4 135.0 135.0 60" 37.2 55.7 74.3 44.3 66.4 88.5 37.2 55.7 74.3 59.4 89.1 118.8 �-- 54' 59.4 89.2 118.9 70.8 106.2 135.0 59.4 89.2 118.9 95.0 135.0 135.0 30" 62.2 93.3 124.4 74.1 111.2 148.2 62.2 93.3 124.4 99.4 135.0 135.0 O 60' 55.7 83.6 111.5 66.4 99.6 132.8 55.7 83.6 111.5 89.1 133.6 1J5.0 36' S3.1 79.6 106.2 63.2 94.9 126.5 53.1 79.6 106.2 84.8 127.2 135.0 J M 66, 52.9 79.3 105.7 13,0 94.5 126.0 52.9 79.3 105.7 84.5 126.7 135.0 42" 46.6 69.9 93.2 55.5 83.3 f 11.1 46.6 69.9 93.2 74.5 111.7 135.0 v 72' 50.7 78.0 101.3 60.4 90.5 120.7 50.7 76.0 101.3 81.0 121.5 135.0 48' 41.8 62.7 83.6 49.8 74.7 99.6 41.8 62.7 83.6 66.8 100.2 133.6 30' 88.3 129.4 135.0 102.8 135.0 135.0 86.3 129.4 135.0 135.0 135.0 135.0 52' 144' 39.2 $8.9 785 48.7 70.1 9J.5 39.2 50.9 78.5 82.7 94.1 125.4 t=!I 36" 74.3 111.5 135.0 88.5 132.5 135.0 74.3 111.5 135.0 118.8 135.0 135.0 54" 38.1 57.2 76.2 45.4 68.1 90.8 38.1 57.2 76.2 60.9 91.4 121.8 42' 65.9 98.8 131.8 78.5 117.8 135.0 85.9 98.8 131.8 105.3 135.0 135.0 60" 35.2 52.8 70.4 41.9 62.9 83.9 35.2 52.8 70.4 56.3 84.4 112.5 Y 46' 59.7 89.6 119.4 71.1 106.7 135.0 59.7 89.6 119.4 95.4 135,0 135.0 52' 108" 56.5 84.7 112.911111L.9 100.9 134.5 56.5 84.7 112.9 90.2 135.0 135.0 54, 55.0 82.6 110.1 98.4 131.2 55.0 82.6 110.1 88.0 132.D 135.0 E M 60' S1.4 77.2 102.9 91.9 122.6 51.4 77.2 102.9 82.2 123.3 135.0 66' 40.6 710 97.3 86.9 115.9 48.6 73.0 97.3 77.7 118,6 135.0 �' �' E- m 72' 46.4 69.7 92.9 83.0 110.7 46.4 69.7 92.9 74.2 111.3 135.0 30' 81.1 121.6 135.06 135.0 135.0 81A 121.6 135.D 129.6 135.0 135.0 u 36' 69.7 1045 135.0 124.5 135.0 69.7 104.5 135.0 111.3 iJ5.0 135.0 = a^� 42' 6f.6 92.5 123.3 110.2 135.0 61.6 92.5 123.3 98.5 i35.0 135.0 , 48" 55.7 83.6 111.54 99.6 _2.8 55.7 83.8 111.5 89.1 13J.6 135.0 52' 114' 52.6 78.9 105.2 94.0 125.4 52.6 78.9 105.2 84.1 126A 135.054" 51.2 76.9 102.51 91.6 122.1 51.2 76.9 102.5 81.9 122.9 135.060" 47.11 71.7 95.59 85.4 113.8 47.8 71.7 95.5 76.3 114.5 135.0 -88"-- --45.0 67.6 790.1- 80.5-- f07.3- -45:0- 67.6 90.1--72:0--108:0--135,072" 42.9 64.3 85.7 .1 76.6 102.2 42.9 64.3 85.7 68.5 102.8 135.0 30' 76.4 114.7 135.0 91.1 135.D 135.0 76.4 114.7 135.0 122.1 135.0. 135.0 Wt W2 W3 c 36' 65.6 98.4 131.1 78.1 117.2 135.0 65.6 98.4 131.1 104.8 135.0 135.0 INTERMEDIATE of WIDTH (W) = Wl HORIZONTALS w 42' S7.9 86.9 115.8 69.0 1035 135.0 57.9 86.9 115.8 92.5 135.0 135.0 AT FRAME JAMB OPTIONAL 48' 52.3 78A 104.5 52.3 93.4 124.5 52,3 78,4 104.5 83.5 125.3 135.0 ALL FIXED LITES 52' 120" 49.3 73.9 98.5 58.7 88.0 117.4 49.3 73.9 98.5 78.7 118.1 135.0 WIDTH �W) a W2 t W3 c v -- �54'-_---47.9--7E9=795:9''S7P1=-85t7==194:2--47.9-- 7fi9=-95',9---766==114.9--135,0--- ---_ - --__ -- -_ AT_FRAME_MULUON __ - .2 60' 44.6 66.9 89.2 53.1 79.7 106.2 44.6 66.9 89.2 71.3 106.9 135.0 ` 0 c 41.9 62.9 83.9 50.0 74.9 99.9 41.9 62.9 83.9 67.0 100.5 134,0 72' 39.8 59.7 79.6 47.4 71.1 94.9 39,8 59'7 79.6 63.6 95.4 127.2 30' 72.3 108.5 135.0 86,1 129.2 135.0 72.3 108.5 135.0 115.5 135.0 135.0 - I SEE SHEET 8 FOR ANCHOR TYPES. Engn aavnD AHRAO Approved as comp171apwlth ltty & 38' 61.9 92.9 123.9 73.8k74.7 135.0 61.9 92.9 123.9 99.0 I33.0 135.0 11A P�70692 Florlda pul�s;de yy Dale 42' 54.6 81.9 109.2 65.0 130.1 54.6 81.9 109.2 67.2 130.9 135.0 CA 7638 48' 49.2 73.8 90.4 58.6 117.2 49.2 73.8 98.4 78.6 117.9 135.0 D11 ml Unde prodo onttet2 52' 126' 48.3 69.5 92.6 55.2 110,J 48.3 89.5 92.6 7M1.0 111.0 135.0 54" 45.0 67.6 90.1 53.7 107,3 45.0 67.6 90.1 72.0 108.0 135.0 BY. drowing no. 60" 41.8 62.7 83.6 49.8 99.6 41.8 62.7 8J.6 66.8 100.2 133.6W14-12 66" 39.2 58.8 78.5 46.7 93.5 39.2 58.8 78.5 62.7 94.0 125.4 ANCI-IORS ,��} �q�!� sheet g o(�g ANCHOR LOAD CAPACITY - PSP ANCHOR LOAD CAPACITY - PSF EXT.(+)&INL(-) EM.(+)&INT.(-) ANCHORS TYPE'BW' ANCHORS TYPE'BC' ANCHORS TYPE 'CM' ANCHORS TYPE. 'BW' ANCHORS TYPE 'BC' ANCHORS TYPE 'CM' NOMINAL DIMS. 3/8"MAX.SHIMS 3/8" SHIMS 1/4"SHIMS 3/8" MAX. SHIMS 1/4"SHIMS NOMINAL DIMS. 3/8"MAX,SHIMS 3/8-SHIMS 1/4" SHIMS 3/0" MAX.SIIIbfS 1/4" SHIMS Z n WIDTH(W) FRAME HEIGHT BW2 BW3 H144 BC2 BC3 BC2 CM2 CM3 CM4 CM2 WIDTH (V✓) FRAME HEIGHT BW2 DIM DW4 DC2 BC3 DC2 CAI2 CAi3 CM4 CAi2 Q 30" 135.0 1J5.0 135.0 135.0 135.0 1J5.0 118.0 135.0 1J5.0 135.0 30" 110.9 135.0 135.0 126.7 135.0 135.0 81.7 122.E 135.0 135.0 g 36' 1J5.0 135,0 135.0 135.0 135.0 135.0 102.2 135.0 135.0 135.0 36" 94.9 135.0 135.0 108.4 135.0 135.0 60.9 104.8 135.0 135.0 C1 g 42' 121.6 135.0 135,0 135.0 135.0 135.0 91.1 135.0 135.0 135.0 42" 83.5 125.3 135.0 95.4 135.0 129.0 61.5 92.3 123.1 123.6 Q c� 4B" 112.7 135.0 135.0 128.7 135.0 135.0 83.0 124.5 135.0 135.0 48" 75.1 112.7 135.0 85.8 128.7 116.0 55.3 83.0 110.7 111.1 a 52' 96" 107.0 135.0 135.0 122.2 135.0 135.0 78.8 118.2 135.0 135.0 52" 132' 70.6 IOU 135.0 80.7 121.0 109.1 52.0 78.1 104.1 104.5 0 C vi 54° 104.5 135.0 135.0 1t9.3 135.0 135.0 77.0 115.5 135.0 135.0 54" 68.7 103.0 135.0 78.4 117.6 106.1 50.6 75.9 101.2 101.6 0 t- 60" 98.3 135.0 135.0 112.3 135.0 135.0 72.4 IOB.7 135.D 135.0 Go" 63.6 95.4 127.2 72.7 109.0 98.J 46.9 70.3 93.7 94.1 17 C W 2 °o 66" 9J.6 135.0 135.0 106.9 135.0 135.0 69.0 103.5 135.0 135.0 30° 105.5 135.0 135.0 120.$ 135.0 1J5.0 77.7 116.6 135.0 135.0 Q q Q Q 72" 90.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 132.8 133.3 36' 90.1 135.0 135.0 102.9 135.0 135.0 65.4 99.6 132.8 133.3 Q I0 co 30' 135.0 135.0 135.0 135.0 135.0 135.0 _ 109.9 135.0 135.0 135.0 42" 79.2 118.9 135.0 90.5 135.0 122.4 58.4 87.6 116.7 117.2 36' 128.8 135.0 135.0 135.0 135.0 135.0 04.9 135.0 135.0 135.0 48" 71.2 106.7 135.0 81.3 121.9 10919 52.4 78.6 104.8 105.3 fy Z IU0! g 42' 114.5 135.0 135.0 130.7 135.0 135.0 84.3 126.5 135.0 135.0 52" 138" 66,9 100.3 133.7 76.4 114.5 103.3 49.3 73.9 98.5 98.9 48' 104.0 135.0 135.0 118.8 135.0 135.0 76.6 114.9 135.0 135.0 54' 65.0 97.4 129.9 74.2 111,3 100.3 47.9 71.8 95.7 96.1 .52" 102' 98.5 135.0 135.0 112.5 135.0 135.0 72.6 10B.9 135.0 135.0 60" 60.1 90.1 120.2 68.6 102.9 92.6 44.3 66.4 88.5 88.9 O 54' 96.1 135.0 135.0 109.8 135.0 135.0 70.8 106.2 135.0 135.0 30' 100.6 135.0 135.0 114.9 135.0 135.0 74.1 111.2 135.0 135.0 60" 90.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 1J2.8 133.3 36" 85.8 128.8 135,0 98.0 135.0 132.E 63.2 94.9 126.5 127.0 66' 55.5 128.3 135.0 97.6 135.0 132.0 63.0 94.5 126.0 126.5 42" 75.4 113,1 135.0 86.1 129.1 116.4 55,5 83.3 111.1 111.5 �n��n W 72' 81.9 122.9 135.0 93.6 135.0 12s.5 60.4 90.5 120.7 121.2 48" 67.6 101.4 135.0 77.2 115.8 104.4 49.8 74.7 99.6 100.0 rn 30' 135.0 135.0 135.0 135.0 1J5.0 135.0 102.8 135.0 135.0 135.0 52" 144" 63.5 95.2 126.9 72.5 108.7 98.0 46.7 70.1 9J.5 93.9 o N 36' 120.2 135.0 U5.0 135.0 135.0 135.0 88.5 132.8 135.0 135.0 54" 61.6 92.4 123.3 70.4 105.6 95.2 45.4 42" 106.6 135.0 135.0 121.7 135.0 135.0 78.5 117.0 135.0 135.0 60° 56.9 85.4 113.9 65.0 97.5 87.9 41.9 82.9 83.9 84.2 z c 48" 96.6 135.0 135.0 110.3 135.0 135.0 71.1 106.7 135.0 135.0 U a N 52' 108" 91.3 135.0 135.0 104.3 135.0 135.0 67.3 100.9 134.5 135.0 `�d rl 54' 89.0 133.5 135.0 101.7 135.0 135.0 65.6 90.4 131.2 131.7 to E t° 60" 83.2 124.8 135.0 95.0 135.0 120.5 61.3 9IA 122.6 123.1 � �• w E 66' 78.7 118.0 135,0 89.8 134.7 121.5 57.9 86.9 115.9 11fi.4 o a 72' 75.1 112.7 135.0 85.8 128.7 116.0 55.3 83.0 110.7 111.1 _ _____ o pO 30° 131.1 135.0 135.0 135.0 135.0 135.0 96.6 135.0 135.0 135.0 p 36' 112.7 135.0 135.0 128.7 135.0 135.0 83.0 124.5 135.0 135.0 w % g a 42' 99.7 135.0 135.0 113.8 135.0 135.0 73.4 110.2 135.0 135.0 O 48" 90.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 132.8 133.3 ' 52" 114' 85.1 127,E 135.0 97.2 135.0 131.4 62.7 94.0 125.4 125.9 54' 82.9 124.3 135.0 94.7 I35.0 128.0 61.1 91.6 122.1 122.6 60' 77.3 115.9 135.0 88.2 132.3 119.3 56.9 85.4 113.8 114.3 6a'-- - - -72.8 109.3 135.0 83.2 -124.8 112.5 53.7 00.5 107.3 107.7 - -- - - - - - e- --- -- -- 72' 69.3 104.0 135.0 79.2 118.8 107.1 51.1 76.6 102.2 102.6 Wi W2 W3 _ 30' 123.6 135.0 .135.0 135.0 135.0 135.0 91.1 135.0 135.0 135.0 INTERMEDIATE 36' IC6.0 135.0 135.0 121.1 135.0 135.0 78.1 117.2 135.0 135.0 WIDTH (W) W1 HORIZONTALS _ o 42" 93.6 135.0 135.0 106.9 135.0 135.0 69.0 103.5 135.0 135.0 AT FRAME JAMB OPTIONAL 48" 84.5 126.8 1J5.0 96.5 135.0 130.5 62.3 93.4 124.5 125.0 ALL FIXED LITES wz + wa 52' 120' 79.7 119.5 135.0 91.0 135.0 123.0 58.7 88.0 117.4 117.8 WIDTH (W) c oa ____.. _ _ -'__ _--__-_ ---_ _ _.__ __ ---- -AT-FRAME,-MULLION__ -_2_ -- - - --54 -- --- --77.5--1'16i3--135:0--88i5=`132.8-- --1i19.7--_-577--85 7`-11-4.2--114.7 60" 72.1 109.2 1J5.0 82.3 123.5 111.4 53.1 79.7 k 106.7 66' 67.8 101.7 iJ5.0 77.4 135.0 104.7 50.0 74.0 100.3 O 72" 64.4 96.6 128.8 73.5 135.0 99.4 47.4 71.1 95.2 ' 30' r--7744.. 135.o t35.o 133.5 t35.D 135,0 a6.1 12s.z 135.0 SEE SHEET 8 FOR ANCHOR TYPES. Engn JAV40 AHIIAO ,� CIVIL VPirovcd 91 cnmIV$With me 3 36' 135.0 135.0 114.4 135.0 135.0 73.8 110.7 135.0 FLA.PE 70592 FToridn Ruld iq C do r� li 42" 132.4 135.0 100.8 135.0 135.0 65.0 97.6 130.8 CA.N. 38 twe.I , 48" 119.3 135.0 90.8 135.0 122.8 58.6 87.9 117.6 NO ml ade Prod.CtC le! a S If 52' 126' 112.3 135.0 85.5 128.3 115.6 55.2 82.7 110.3 110.854° 109.3 135.0 83,2 124.8 112.5 53.780.5 107.J 107.7 - drOwing no. 60" 101.4 135.0 77.2 115.8 104.4 49.8 7M1.7 99.6 100,0 Wl 4-1 266" 95.z 126.9 72.a 108.7 98.o as.7 70.1 s3s sJ.e ANCIIORS ��;I, (� (� ���a shee170of19 A1. � DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY CLUSTER OF 6 ANCHORS DOOR MULLION ANCHORS LOAD CAPACITY-PSF a. NOMINAL DIMS. W/o REINF. NOMINAL DIMS. AT MULLION HEAD/SILL ANCIIOR TYPES ANCHOR TYPES ANCHOR TYPES / WITH REINF. SEE CHART FOR CAPACITIES ALDORA NOMINAL DIMS. A'It'AV CR" or,8'Be WIDTH(W) FRAME HEICM EXT.(+)At INT.(-) WIDTH(W) FRAME HOG1fT E7(.(+)A INT.(-) Ul + Exf.(+) IXT. + m `r ENTRANCE DOORS I Jo' 90.0 Jo' 900 SEE SEPARATE NOA WIDTH(W) FRAME HOGHF ult s_ INF.l-) (Nr.�-; Z A 36" 90.0 J6' 90A 1 _ ____� 30' 90.0 90.0 90.0 0 1� .{.U----�$ z-= 42' 84' 90.0 42' 84' 90.0 /-5�t�j---- J6' 90.0 90.0 90.0 Fd"I 48' 90.0 48' 90.0 /11 _ 1 11 j 42' B4' 90.0 90.0 00.0 Q 2 1V g D + / F O / 8 1 8 \ 46' 89.6 90.0 90.0 d7 O ¢GL° O 54' 90.0 54' 90.0 1g I / II 16 / p I^ \ 54' 79.6 90.0 90.0 W U .60' 90.0 60' 90.0 / / I \ II 6 �' 0 t 8 60' 7f.7 8S.4 90.0 a. 30' 90.0 30' 90.0 9 �/ 1j la I p 30' 90.0 90.0 90.0 �'O u. 36' 90.0 36' 90.0 w A y w l 'IuI 30' 90.0 90.0 90.0 42' 96' 90.0 42' 96` 90.0 II,` I'\ F r 42' 96. 89.6 90.0 90.0 01 O fq 48' 87.2 48' 96.0 48' 78A 90.0 9010 0 cu a Q flal 54' 77.5 54' 90.0 \\ II \ 11 h / 5!' 69.7 1 O0.0 .O D.0 �rr 60' 89.8 60' 90.0 b2.7 74.7 9 k%yam+ COI d `I1 _v 30' 90.0 90.0 90.0 4 JO' 90.0 3D' 90.0 F464'•'°"'z'W- +�`a'"' Y W g L,� •mil �•�___ 38' 88.0 90.0 90.0 36' 90,0 38' 90.0 Ft-'--'ff'1'f 1` l-----"---- 42' 80.0 90.0 90.0 ./1 LZZT 4my 42' 97-3/4' 90,0 42' 102' 90.0 467 87-3/4' 77.0 90.0 90.0 48' 87.1 48' 90.0 W2 WT `` r' J Wl`~ l' W2 54' 68.4 81.5 90.0 54' 73.9 54' 90.0 60' 61.6 73.4 90.0 58" 68.8 60' 90.0 WIDTH (W) WI + W2 MOTH (W) W1 + W2 30' 90.0 BOX 9D.o M Li o � 30' 90.0 2 2 - 4 36' 90.0 90.0 90.0 v C M N W 42' 843 90.0 90.0 u t 36' M.2 102` 77n� 48' 73.8 87.9 90.0 42' 108' (n o Be 65.6 76.1 90.0 48' 60' 59.0 70.3 90.0 9 c- 54' CLUSTER OF 6 ANCHORS ALDORA S AT MULLION HEAD/SILL ENTRANCE DOORS 30' BD.O 90.0 90.0 Z 60' 36' 90.0 90.0 90.0 s C h �' SEE CHART FOR CAPACITIES SEE SEPARATE NOA C0 iL 30' 90.0 42 j08, 78.8 90.0 90.0 fL 01F) m 36' 90.0 48' 69.7 83.0 90.0 w rY 42' 114' 90.0 J fb_ __�} 54' 81.9 73.6 90.0 , 1 48' 90.0 ,.•/ BO' 55.7 68.4 90.0 tL 54, 81.8 F\` I / 30' 90.0 90.0 90.0 0 j i 60' 73.6 18 =__---- 36' 83.8 90.0 9D.0 a p n 85.4 80.0 JO' 90.0 S /u 42' 120' 7f.7 p I�_ 36' 90.0 0 / 1 48' 82.7 74.7 90.0 g v SC 55.7 68.4 80.0 N a 42' 120' 90.0 16 0 60' 50.2 48' 83.0 / y 54' 73.8 Lf � Q 0 s fo \ - `u a 10 � m 4 W2 Wl �n ' ,.Jl -`Wl + W2 W/o REINF, WITH REINF. WIDTH( (W) = 2 `o c Ix IN-4 SY IN'J Ix IN-4 Sx IN'3 C-- 6.063 2.695 ALUMINUM 6.063 .695 STEEL 6.795 Ia. � TOTAL En9r.JAVAU A}iAWI approved of cOmplyig4 w1160e ! q le uuu+>r sN x 23 12•a58 CML Ffaride j1u 71e od `� 33 FLk P q 53870592. C.A. pt!ml ade PrOdurl Co0tfol c � .t drawing no. DOOR MULLION 4J , 2094 W14-12 4f � DOOR MULLION LOAD CAPACITY-PSF DOOR MUMON ANCHORS LOAD CAPACITY-PSF NOMINAL DlH3. Aili RBINP. ANCHOR CLUSTER OF 6 ANCHORS NOMINAL DIMS. TYPES ANCHOR TYPE 6 ANCHOR TYPES V FP.WE HEM DOOR wA16t WIDTH(WI) 111mR(1tt) [M.((r) 'AY'4'AC' 'CY" 'BA'A'8C' NC11f9 NDREs N s OIEs IIC8 W.(-) AT MULLION HEAD NnDE ROOM DOOR NOQO WIDTH(WI) %mm(w2) W-(4j EIT,f4) txr. +) N SEE CHART FOR CAPACITIES 11 l) ) J0 80.0 AgfEs 4'IX6 4CIE5 NYNES IN7. IMF. hVA. J6 90.0 30 91.0 108.4 135.0 0 42 90.0 35 85.7 fO2.2 135.0 72 48 90.0 ALUORA 42 aims 26.6 131.1 F W Il ENTRANCE DOORS 72 IL 54 90.0 SEE SEPARATE NOA 48 76.9 9f.6 f24.3 U 108 84 90.0 -- 54 73.1 87.1 118.2 Q 30 90.0 80 G9.7 93.0 112.7 a 36 90.0 �� IOa 96 30 111.8 97.2 131.9 F 42 90.0 18- �--' 36 77J 92.1 125.0 V� 48 90.0 ------ 42 73.5 87.6 118.9 YYA 0 84 a O yW1 54 90.0 � �`-�I c"`^"""'Y 40 70.0 83.4 113.3 0:7 60 86.8 0 p Q\\ 54 66.9 79.7 68.2 g 30. ME] 16 / U 1 2 \ I 60 64.0 78.2 103.5 O y y p$N 36 88.9 T / '� C \ 30 84.7 loos IJLO Q ; 72 42 83.6 m II/ 11 O \r 36 7%6 94.9 120.8 LL=y o 48 78.9 II I II ii j :i 111 42 75.1 80.5 121.5 J LZ7 In 0�{ 54 74.7 d I j$,J '' s is 72 45 71.1 84.8 115.1 Q W d F f2a 84 so 71.0 A \ ii 1 q / 41 $ 54 67.6 80.6 109.3 30 85.5 P \ p 1 9 / 4 0 60 64.3 76.6 104.0 ,6 J P 14 4 120 96 = p JO gp m \ U 1$ / II 30 76.0 90s 122.0 m 1j o N 84 42 76.2 \`�P� �M1�/ J+ 36 71.e 85.7 116.3 M iO 48 72.3 ""'°�-"y q`^'"'"•-•+=1 B4 42 68.2 81.3 �11,0.454 88.8t==-=--�====' 48 64.95.060 65.6 54 61.9 7J.8 00.1 d Lq o 30 90.0 W2` W1 60 59.2 70.5 95.7 4 v 36 80.0 z O 72 42 00.0 CLUSTER OF 5 ANCHORS 48 90.0 A7 MULLION SILL t a.0 54 9p.o SEE CHART FOR CAPACITIES n Ica 96 60 90.0 j Q b 30 90.0 36 90.0 84 42 90.0 a 's 48 GOA - O p v 54 90.0 60 90.0 a 30 90.D 36 Boma 72 42 89.4 48 04.0 54__7913 30 90.0 4 36 06.8 84 42 81.8 N {e 77,3 4 54 713 6o 69.0 18 8 10 c O ' 4 4 4 4 Engr:JAVAO AHMIA CML 4PPr0ved o4 complyingWlfb(h# n a FLA PE yy 70592 GlnriAq Ia ANµ) od DOOR b1ULLIDN C.q I.$5JB Z" s , 1nT1 1 Rq.INF. ICUAN B $` D7 qml UAAe Prdl9el C IEOj � � Ix IN"4 ALUMINUM 6.063 2.695 " drowing no. SEEEL 6.795 1.209 TOTAL DOOR MZ3LLION ,f 4 W14-12 It Alf9R 4 tr SR X 2.9 12.858 .) sheet'(�,�of�y FRAME HEIGHT D.L OPG. D.L.OPG. EXTERIOR UORSHIM SPACE SHIM SPACE V :E ............. WEI ZI. 9a mv 3/8-MAX. I 3/8-MAX. —SHIM SPACE I SHIM SPACE O ANg z I" 28Y O.D OD B CC OR W OD.STRUCTURE 3/8'MAX. SHIM SPACE zmoa revisions: SERIES FRONT SET ALUM WNDMVALL SYS.(I.M.I. ALFAROGQ CORPORATION V' 'o"S*e���Iescrmflon visions: I o no a e PRODUCT DEVELOPMENT I AJdora Aluminum & Glass Products Inc. :=5 S.W.87 AVE 00 MIRAMAR PARKWAY SUITE 300 MIAMI.FLORIDA 33174 MIRAMAR, FL. 33025 TEL(305)264-8100 FA)L(305)262-6978 FAX. (305) 888-6289 f TEL(305)888-6288 COMP—ANIL\W14-12AGPI ANCHORED JAMBS ANCHORED JAMBS 3/8"MAX. SHIM 3/8"MAX. SHIM O ALT. �4.lu UNANCHORED JAMBS O O UNANCHORED JAMBS I MIN. MAX.GAP 5 7 .�4"SPIE N.CHART BELOW 2A 7A BA 2 Z SEE CHART BELOW 7 2 2A B 2 O N ¢ W (� LG N a : a � s O LL Oro a ul w "BY EXTERIOR a HE WOOD BUCK D.L. OPG. D.L. OPG. JAMB ANCHORS JAMB ANCHORS m o N OPTIONAL FRAME WIDTH OPTIONAL .�.. M SEE ELEV, I SEE ELEV. .N-.W FOR SPACING FOR SPACING ?C o n. a C N • S yp�� ANCHORED JAMBS ANCHORED JAMBS Q.o 3/8"MAX.SHIM 3/8"MAX. SHIM Q.M u� UNANCHORED JAMBS 35 UNANCHORED JAMBS ALT MIN, &MAX.GAP O ANCHORED JAMBS O MIN. &MAX. GAP E N , w 2 SEE CHART BELOW BA Li m SEE CHART BELOW DO NOT REQUIRE 8 7A E — °0 12 REINFORCING 7 2 2 o a M METAL BY WOOD BUCK C, O STRUCTURE ' I W 00 STRUCT RE g a U N C) EXTERIOR JAMB ANCHORS JAMB ANCHORS D.L. OPG. D.L. OPG. OPTIONAL SEE ELEV. u OPTIONAL _ __ _ ____ ____—_ _ ___- ___ __ _ _—___ __—FOR-SPACING`__ SEE ELEV FRAME WIDTH FOR SPACING MAX.CAPS FOR UNANCHORED JAMBS NOTE: _ MULLION M1, M3 MULLION M2,M4 MAX.MOVEMENT CONSIDERED=100%STRETCH. En r.JAVAD AH with the I n MAX.FRAME JAMB JI,J2,J3 JAMB J2,J4 9 +Lppraved od comp�l'Io8 H PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CIVIL � n HEIGHT MIN. MAX. MIN. MAX. MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE&WINDOWALL RA PE S 70592 F1arW D Id Cod 84° 1 IN. 1` 1 IN. 1" MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. jC.A53BREFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. HOARS8" 1/4" 1° 1/4" 1ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BYMml Dede Produet oulty}1OB" 1/4" 1" 3/8" 1° ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. drawing no.120" 1/4" 1" 3/8" 1" GAPS LESS THAN 1/4"MAY BE DESIGNED BY ENGINEEROF RECORD BY 132" - - 3/8" 1" THE USE OF BOND BREAKER TAPE OR 15%OF GAP ALLOWED MOVEMENT. J2011144^ - - 3/8• 1" REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH C.UI sheet�3 of�9 REINFORCED&UNREINFORCED FRAMES. 1 FRAME HEIGHT D.L. 2`G. D.L. OPG. I EXTERIOR n. 5;-6 3/8-MAX. SHIM SPACE SHIM SPACE i L > q 0�2Z 3/8"MAX. 3/8"MAX. 2 S SHIM SPACE HIM SPACE aAi c 2BY VOOD B K OR W GO UR S,R STRU-CTE U, 3/8'MAX. SHIM SPACE cf,te; 03_ revisions: SERIES FRONT SET ALUM WINDOWALL SYS. (LM.I.) AL-FAROOQ CORPORATION a no, c 11 e v escription ENGINEERS&PRODUar DEVELOPMENT 1 AdOra Aluminum & Glass Products Inc, 1=5 S.W.27 AVE 30 f 11500 MIRAMAR PARKWAY SUITE MIAMI,FLORIDA 33174 MIRAMAR, FL. 33025 TEL.CS05)2644L'LOO FAX C305)262-8978, c TEL(305)888-6288 FAX. f- C0MP-ANL\W14-12,AGf- r1 ANCHORED JAMBS ANCHORED JAMBS � 3 a /8"MAX.SHIM O O 3/8' MAX. SHIM UNANCHORED JAMBS 1 3 UNANCHORED JAMBS d MIN.& MAX. GAP WSAIN. & MAX.GAP SEE CHART BELOW 11 1 2 2 SEE CHART BELOW Z n j Z < W I 4 L N Q ••. C a•o U Is OG v ..d. V c •.: 0� o IBY EXTERIOR •• J 5 WOOD BUCK •' Q ^ F• D.L OPG. O.L.OPC. =�•;•; O JAMB ANCHORS JAMB ANCHORS =g Lip m OPTIONAL FRAME WIDTH OPTIONAL -• 5 r1 e SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING L� G� o CL r mo 3 h o � 0 yo uT ANCHORED JAMBS ANCHORED JAMBS O a NO 3/8`MAX. SHIM / •ZS M m 3 8°!JA)f. SHIM � UNANCHORED JAMBS UNANCHOREO JAMBS �r7 = MIN.&MAX.GAP O EO MIN. & MAX.GAP ri Q j SEE CHART BELOW 9 it ANCHORED JAMBS 9 35 SEE CHART BELOW E K� m 2 DO NOT REQUIRE 10 0 = METAL REI F RCING 2 BY WOOD BUCK 3 O v STRUCTURE w O W OD STRU RE g 0 Y�I vi a Yiglq O _--- Y� -. { o u N d EXTERIOR JAMB ANCHORS JAMB ANCHORS D.L.OPG• D.L. OPG. OPTIONAL iii SEE ELEV. c d OPTIONAL —FOR=SPACING----- -- ------ - ------ ---- - - °o-=- --- -- - - -_-- -SEE-ELEV. - - - _ - --- —FRAME-WIOTH�-- - ---- —-- - - - w FOR SPACING ' - o c O MAX.GAPS FOR UNANCHORED JAMBS _ NOTE: MULLION M1, M3 MULLION M2,M4 MAX.MOVEMENT CONSIDERED=100%STRETCH. ! a En9r.JAVAD AHMPD i¢ Wllh the MAY FRAME JAMB Jt,J2,J3 JAMB J2,J4 PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CfVL �PDmrB Ye complying n 3 MANUAL FOR COMPATASIUTY OF SEALANT TO SUBSTRATE&WINDOWALL FLA.PE 70592 F7orld BqIdlep ode 3 HEIGHT MIN. MAX. MIN. MAX. % �L o n 84" 1/4° 1' 1/4' I^ MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. 11;4N31 (�OAa4y�REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES.96" 1/4" 1" 1/4' 1" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BYMIp�nlUedeProdYdC olYtlJ108• 1/4' 1' 3/8' I" ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. I120" 1/4° 1' 3/8° 1` GAPSLESS THAN 1/4"MAY BE DESIGNED BY ENGINEER OF RECORD BYdrawing no.132" - - 3/8^ 1• THE USEOFBOND BREAKER TAPE OR 15%OF GAPALLOWED MOVEMENT. �94 W14-12 3/8• 1" REFER TO SHE 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH sheet 15 0(19 REINFORCED&UNREINFORCED FRAMES. a SEE SEPARATE NOA FOR DESIGN LOAD a CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA H OR STOREFRONT SYSTEM CAPACITY CHARTS a " a N 0 WILL APPLY TO ENTIRE SYSTEM. 00 a $ a�I ao LL 0G v no Cf Is O a is O O a a "2 8 -----------------i 2 -----------------i 3 6 4 z�- LARGE DADS COUNTY APPROVED LARGEMIAMI-DADE COUNTY APPROVED D I� I LARGE MISSILE IMPACT RESISTANT TRANSOM 1 LARGE MISSILE IMPACT R SISTANT TRANSOM I I I W ti 11 1 Rl II I `� OLLJ N I� it j ILt II j � c M e 4 V t L _.._.._.. � - -ti-___ _I c N In f -_ f _.1 3 IL Q 4 4 I 4 4 I g o C7 � N C'to 00 Q m N G�1-y � E m 1/4-20 X 2-1/4•HH BOLT 1/4-20 X 2-1/4"HH BOLT W/NUT&WASHER © W/NUT&WASHER O o op . AT MID SPAN B A7 MID SPAN B o�) a Is I is I H 8 ------; 2 -----------------------i 10 i----------------- o I I 2 1 MIAMI-DADE COUNTY APPROVED I I MIAMI-DADE COUNTY APPROVED 1 LARGE MISSILE IMPACT RESISTANT DOOR - LARGE MISSILE IMPACT RESISTANT DOOR I I II -L 1 L o I I - n 11 I .. .. .. .. .. .._..------ n n II 1 H. IH- III I ccq o i .---- -_� _] _ --- ---- - y p � c lu Engr.JAVAD AHMAD I II CIVIL dPPMved a¢omNVylup wNL the FLA.PE 8 70502 FlorWa Cod c CA NI S50 Dele 04115 M ti Dade Product •ntrol drawing no. 1UN g a(�g� W14-12 1+ (sheetf 16o 19 1 ul � -1r-.070 3.712� 2.596����{{{� �4� �^--3.712 �3.712 3.712 I --� I � .933 .062 .750 .187 .250 1.500 3.000 .187 .250 1,500 .187 .250 1.500 .187 .250 1.500 _ f 2.25� 2,25� 2.250 -9I. .090 ,090 .090 .090 2.360 O 0 I-----4.500 4.500 O GLASS STOP _ R a w 4.500 4.500 a C u O 7A O9 POUR & DEBRIDGE O 0'p a HEAD/SILL/JAMB/INTERMEDIATE & MULLION INTERMEDIATE HORIZ. & MULLION TYPE 2 HEAD/SILL/JAMB/INTERMEDIATE & MULLION HEAD/SILL/JAMB/INTERMEDIATE & MULLION 3.346 a°a 0a¢o .933 .062 .750 0 3.694 3.697 ,750 .090 .090 12 fll_6 377 .381 J� .125 .637 3.000 .187 1.500 O Q F � GLASS STOP o 1.500 c M O PLAIN SNAP 11 POUR AND DEBRIDGE PLAIN SNAP a 4.50a0o0 -d 7 -.2.250 .090 .381 ' 38t 3B7 dINTERMEDIATE HORIZONTAL 3.641 4.500 L .187 .187 .187 3 Q.M 3. 4.0993.233 .090 4.019 3.233 4.099 .947 .570 .820 E�M E- 090 .1251 -�.750k- � n� 23 SHEAR BLOCK 12 HEAD/JAMB/SILL a 1n o O FIN SNAP O FIN SNAP TYPE 2 IPOUR & DEBRIDGE FIN SNAPI 1.750-1 .250 o- .125 C 3.712 --4.-4 9-9 - - :cN y 875� 375 . - '750r- - 500 do --------- o to DOOR FRAME JAMB F I188 .125 F I .187 Engr.JAVAU AHMAD 3.876 3.438 4.000 CMI, Approved am tomplylag wfth the i m 4.000 4.000 FLA PE U 70592 Flo Il dlty; ode "� n 4CAN.' SKID 5f1 tm1 Dade product centLJ Li Lj L� L tty5ar W14-12cl t sheet of DOOR REINF. CHANNEL DOOR REINF. CHANNEL JAMB REINF. CHANNEL JAMB/MULLION REINF. BAR MULLION REINF. BAR 17 19 •I d •, a ITEM d PART// REQ'D DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS ��V 1 SMI-311 AS REO'D HEAD. INTERM.,SILL,JAMB AND MULLION-HEAVY. 6063-TS - 2 SMI-312 AS REO'D GLASS STOP 6063-T6 - 2A SMI-314 AS REQ'D GLASS STOP(LARGER) 6063-T6 - 0 9 j 3 SMI-313 AS REQ'D FIN SNAP 6063-T6 4 SMI-094 AS REQ'D PLAIN SNAP 6063-T6 - F7 r7A SMI-004 AS REO'D PLAIN SNAP 6063-T6 - v SMI-316 AS REO'D HEAD,INTERM., SILL,JAMB&MULLION- HEAVY 6063-T6 SMI-321 AS REO'0 INTERMEDIATE HORIZONTAL&MUWON-TYPE 2 6063-T6 -SMI-317 AS REO'D FIN SNAP 6063-TB - 0 SMI-322 AS REO'D FIN SNAP TYPE 2 6063-T6 - 0 O SMI-311TAS REO'D POUR&DEBRIDGE HEAD, INTERM.,SILL, JAMB&MULLION- HEAVY. 6063-T6 - 0 C SMI-313T AS REO'D POUR&DEBRIDGE FIN SNAP 6063-T6 - 0 +a1 11 1 SMI-094T AS REO'D POUR& DEBRIDGE PLAIN SNAP 6063-T6 - 12 SMI-318 AS REO'D HEAD,JAMB&SILL. 6063-76 - 13 SMI-319 AS REO'D INTERMEDIATE HORIZONTAL 6063-T6 - J al1B SMI-005 AS REO'D DOOR FRAME JAMB 6063-T6 - 23 SMI-320 AS REQ'O SHEAR BLOCK(1'LG.) 6063-T6 - c 24B 7/8'X3 7/B'X7/8` AS REO'D REINFORCING CHANNEL 3/16'THK. STEEL - 24C 1/2'X3 7/16'X1/2' AS REO'D REINFORCING CHANNEL 1/8'fHK. STEEL - c M 25 SMI-G01 AS REQ'D GASKET(AT INTERIOR) EPDM TREMCO t 26 SMI-G13 AS REO'D SPACER/RETAINER OUTER GASKET SANTOPRENE MELTPOINT PLASTICS INTERNATIONAL. j 27 SMI-G17 AS REO'D SINGLE FACE FOAM TAPE(3/8'X 1/4`) VINYL FOAM FRANK LOWE V) 30 SMI-G12 AS REO'D DOUBLE FACE FOAM TAPE(3/16'X 1/2' VINYL FOAM FRANK LOWE 32 SMI-SBO4 2 PER GL SETTING BLOCKS(3/8-X 1 1/4`X 4' LG.) EPDM TREMCO,DUROMETER 8035 SHORE A z c Y 34 SMI-SBO7 2 PER CL. SETTING BLOCKS(1/4'X 1 1/4-X 4' LG.) EPDM TREMCO. OUROMETER 80f5 SHORE A —2 Q N 35 3/8`X 4' AS REQ'D REINFORCING BAR STEEL - 11 n 36 3/4`%4' AS REQ'D REINFORCING BAR STEEL - EI`7 46 #12% 1 1/2' 4/CORNER FRAME ASSEMBLY SCREWS ST.STEEL HEX.HEAD MACHINE SCREW v�i c_ L m 47 11/16"X 4'X 11/16' AS REO'D JAMB REINFORCING CHANNEL 3/16-THK. STEEL - rz m mx o� � o Lo 0 o �d v, c a En9r.JAVAD AHMAD = CIVIL Appievrd W ftmph'ia8 with ILr FTA PE 70592 Florida Be111' a C.A.N.N53B Delr 20 Q, 9 �, Nana A71mi Dade Pmdu 1 C°atml BY. drOwlO JUN q 01/1 W14-12 sheet 18 of 19 l � I i I � ` i \ \ r II I b f \ I I, I I . Al� U: � c N d i I' it I. m 71n 1 revisions: FRONT SET ALUM YnN00WALL SYS. (LM.I.) A4FAR000 CORPORATION f � � a Bate: 03-21-14 S EES m _ c no o e escn ion ENGINEERS&PRODUCT DEVELOPMENT f scale: 3�6 _r r Aldore Aluminum & Gloss Products Inc. 1235 S.W.87 AVE f co {' 11500 MIRAMAR PARKWAY SURE 300 MIAMI,FLORIDA 33174�(305)264.8100 FAX.(30�2626978 a it /� MIRAMAR. FL 33025 TEL m iV a ehk q' III TEL (305)886-6288 FAX.(305)888-62— it COMP—ANL\W14-12AGP, • I I