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HomeMy WebLinkAboutProduct Approval ECS SEP 0 8 7016 ' MIAMI•DADE PERM!TTING St. Lucie Cou °-L nty 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)3i5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy AWP Windows and Doors,LLC 8130 NW 74"Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration.date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code includina the High Velocity Hurricane Zone.- 9ESCP!RCRIPTION: Series"1700 Im act View"Aluminum Sin le Hung Window-L.M.I. VALL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County eM"ISSILEIMPACT RATING:Large and Small Missile Impact Resistant Each unit shall ear a permanent label with a manu ac rer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0430.09 and consists of this page I 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.15-0130.03 MIAMI DADE COUNTY f3 p f fr xpira tion Date: Apri129,2019 f I i Approval Date: July 09 2015 Page 1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105,titled"Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6,dated 11/19/03,with revision I dated 05/24/15,prepared by Al-Fdrooq 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8413,dated 06/15/15, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA#05-0311.01) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only-to qualify glass types C&D). (Submitted under NOA#05-031L01) � ManuelPereop. Product Control Ex m' er NOA No.15-0130.03 Expiration Date: April 29,2019 Approval Date: July 092015 E-1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014),dated 06/19/15,prepared by Al-Farooq Corporation,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). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass InterIayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated June 22, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 14-0777 issued by the Product Control Section, dated September 8,. 2014, signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20,2014, signed by Mr. Paul Schmitz, Chief Executive Officer and President,Trulite Intermediate Holding,LLC and Mr. Tim Moris, Jr.,President and C.F.O., AWP Windows and Doors,LLC. 4. Letter fiom owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA,dated April 20,2015,signed by Mr.Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions, LLC. 5. Statement letter for Name Change Request dated July 15,2014,issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. G. OTHERS 1. Notice of Acceptance No. 13-0430.09, issued to Trulite Window & Door Solutions, LLC for their Series "1700 Impact View" Aluminum Single Hung Window—L.M.I., approved on 08/01/13 and expiring on 04/29/19. Manuel Pe z, 1;. Product Control xa 1 NOA No. 1 30.03 Expiration Date: April 29,2019 Approval Date: July 092015 E-2 ' 10 1/4' 10 1/4'MAX. MAX. A� AT HEAD FALSE MUNDNS 8'MAX. A AT HEAP FALSE MUNDNS I CORNERS I I (SURFACE APPLIED) CORNERS HEAD (SURFACE APPLIED) CORNEo 4 I I MAY BE USED 4 MAY BE USED Z 3 O k GI � 11 ii .(3)ANCHORS ii ii (3)ANCHORS a o II II AT MFG.STILE ENDS II II AT MTO.STILE ENDS It AT 3-3/4'O.C. a II li AT 3-3/4'O.C. u ?7� n n 7T II FF 11 n D II II D II II ()7 II B II II B II OIWy p8 5C 5 II { II fL 5 { CY i I I I i I I I g K I� mG"r' Q�1 a n Z � LL. .05 6 Z V n x n J ro x In J ______--- —•it===___ I! n O C � C n 11 z � II mw 6'MAX. 10 1/4' m O S11LL ^ cg WINDOWS WITHOUT 47 1/4' 'i CORNERS D.L.OPG. W SILL ANCHORS - >\n SEE SHEET 3 50 1/8' SILL ANCHORS-,/WINDOWS WITHD47.L.OP1/4G' Z FOR CAPACITIES SEE SHEET 3 . c' M VENT WIDTH FOR CAPACITIES 50 1/8' 3 53 1/8' VENT WIDTH 0 t ` m WINDOW WIDTH Z 3 °D 53 1/8' g TYPICAL EL WINDOW WIDTH I e SERIES-1700 IMPACT VIEW 0 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER B O CHARTS SHOWN ON SHEET 3. 80 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS, 0� o OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY 00 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °/$$n REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCIN 'n �o g O , HURRICANE ZONE > w n u WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE SMALL MISSILE IMPACT. - LOADS TO THE STRUCTURE. SHUTTERS ARE NOT RFQUIREO. n b ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORSEngr.JAVAD AHMAD PRODUCT REVLSED �� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML oscomplying with DleFlwWe ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FLA.FIE 2 Building Code NOT PART OF THIS APPROVAL. AcceplAneeNo ` Ga imlion De1eff9 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I ET O ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. J 1,/2015 �8 Dade UCoof1 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT /r}('y W03-105 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 6 3/16"ANN. GLASS 3/16'HEAT STII GLASS 3/16'HEAT STREN'D GLASS �I�V I 090"Interlayer 090"Interlayer 090'Interlayer a Saflex Clear And Color Glass Saflex Clear And Color Glass DiY4DER Pt Btcite PV13 0 i By'Eastman Chemical Co.' By'Eastman Chemical Co.' America, Inc.' 01 F"to N a 3/18'ANN. GLASS 3/t6'HEAT STREN'D CLASS EAT STRFSI'D CLASS U BULB VINYL BULB VINYL B VINYL 0 kt YH-622 YH-622 �t622 IL z m SILICONE z m SILICONE z WCONE r DOW CORNING 1199 s DOW CORNING 1199 3�,jW CORNING 1199 O N GE 2800 GE 2800 g2800 SCHNEE MOREHEAD 5731 \ ii ,i SCHNEE MOREHEAD 5731 \ NEE MOREHFAD 5731 co ! ! ! 1<.o K K LL 2Its AT 1/4 POINTS ON LRES AT 1/4 POINTS ON UTES 1/4 POINTS ON LITESm22 WIDER THAN 36"ONLY 22 WIDER THAN 36'ONLY ER THAN 36"ONLY a O GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE z � i 1/4'AIR SPACE 1/4'AIR SPACE N O 1/8"HEAT STREN'D GLASS 1/8"ANN.GLASS 0 1/8'TEMP. GLASS 1/8"ANN.GLASS 090' Intertayer 090"Interfoyer 0 j Sa1lex Clear And Calor Glass Saflex Clear And Color Glass <W By'Eastma DURASEAL SPACER n Chemical Co.' OURASEAL SPACER By'Eastman Chemical Co.' _ �rMj N BY'QUANEX' 1/8'HEAT STREN'D GLASS BY QUANEX 1/8"ANN.GLASS w m BULB VINYL BULB VINYL S Z YH-622YH-622 ^r. ZQ n z m SILICONE z 3�Wm SILICONE , u� DOW CORNING 1199 DOW CORNING 1199 Q 00 2 S GE 2800 GE 2800 DOW CORNING 995 n fll DOW CORNING 995 0 i ' om s o $ 22 AT 1/4 POINTS 22 AT 1/4 POINTS a m 3 ALL SIZES ALL SIZES GLASS TYPE 'E' GLASS TYPE GLAZING OPTIONS 2am�S� EXTERIOR PLY PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO O QUALIFY FOR SMALL MISSILE IMPACT RATING. — Engr.JAVAD AHtAAO PRODUCT REVISED c, •r o CIVIL as complying with the Florida i M.CAN.PE 92 Buitdiag Code AccepWlce No/ •019U.QG�r9 `'1 Ex'moan Dnlo /a�D / W .d �/ Mim' adc Pr uct a drawing UN 4 Sj;I (�� W03-105 sheet 2of EQUAL LUTES WINDOWS UNEQUAL LITES WINDOWS EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS Q DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-pap \ DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSFo GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE LASS TYPES CLASS TYPE GLASS TYPES \ GLASS TYPE. �� I WINDOW DIMS. 'A', 'C', 'D' OR 'E' 'F' WINDOW DIMS, 'A', 'C', 'D' OR 'E' 'F' WINDOW DIMS. r7,110% 'D' OR'E' 'F' WINDOW DIMS. 'A', 'C', 'D' OR 'E' WIDTH HEIGHT EIfL(+) 1NL(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) LAT.(+) 1Nf.(-) WIDTH HEIGHT E%T.(+) INT.(-) DR.(+) INT.(-) WIDTH HEIGHT DR.(+) INT.(-) E%T.(+) 1NT.(-) Z J 19-1/8' 90.0 140,0 75.0 75.0 19-1/8' 90.0 140.0 75.0 75.0 18-1/8' 90.0 140.0 75.0 75.0 19-1/8' 90.0 140.0 75.0 )5.0 I1Zu 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 26-1/2". 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 2 N_ a 32' 90.0 140.0 75.0 75.0 1 32" 90.0 140.0 75.0 75.0 32" 90.0 140.0 75.0 75.0 32" 90.0 140.0 75.0 75.0 1 IL g 26' 50-5/8' 26" 50-5/8' J7" (4) 90.0 140.0 7b.0 75.0 37' (7) 90.0 140.0 75.0 75.0 37" 4 90.0 140.0 75.0 75.0 37' 7) . 90.0 140.0 75.0 75.0 S 42' 90.0 140.0 75.0 75.0 42' 90.0 140.0 ! 75.0 75.0 42" () 90.0 140.0 75.0 75.0 42' ( 90.0 140.0 75.0 75.0 p 48' 90,0 140,0 75.0 75.0 48" 80.0 131.8 75,0 75.0 48' 90.0 140.0 75.0 75.0 48" 90.0 131.8 75.0 75.0 Q�j 53-1/8' 90,0 134.9 75.0 75.0 53-1/8' 90.0 114.8 75.0 75.0' 53-1/8' 90.0 140.0 75.0 75.0 53-1/8' 90.0 114.8 75,0 75.0 V p 19-1/8' 90.0 140,0 75.0 76.0 19-1/0" 90.0 140.0 75.0 75.0 19-1/8" 90.0 140.0 75.0 75.0 19-1/8' 90.0 140.0 75 75.0 0'K 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 9D.0 140.0 7.0 75.0 6 Q O 32' 90.0 140.0 75.0 75.0 32' 63' 90.0 140.0 175.0 75.0 32' 75.0 75.0 32' 63" 90.0 140,0 76.0 75.0 C 37' 38-3/8' 90.0 140.0 75.0 75.0 37" (9) 90.0 140.0 75.0 75.0 37 38-3/8' 90.0 140.0 75,0 75.0 37" (9) 90.0 140.0 15.0 75.0 Q 42' (5) 90.0 140.0 75.0 75.0 42" 90.0 140.0 75.0 75.0 2 (5) 75,0 75.0 42" 90.0 140.0 75.0 75.0 16 48' 90.0 126.5 75.0 75.0 19-1/8" 90.0 14D.0 75.0 75.0 48` mmill 90.0 140.0 75.0 75.0 19-1/8" 90,0 140.0 76.0 75.0 2•y 6{ 53-1/8' 90.0 114.3 75.0 75.0 26-1/2' 74-1/4' 90.0 140.0 75.0 75.0 53-1/8' 90.0 138.3 75.0 75.0 26-1/2' 74-1/4' 90.0 140.0 75.0 75.0 ul e1 F 19-1/8' 90.0 140.0 75.0 75.0 32' (9) 90.0 140.0 .75.0 75.0 19-1/8' 90.0 140.0 75.0 75.0 32" (9) 90.0 140.0 75,0 75.0 26-1/2' 90.0 140.0 75.0 75.0 • N0. IN PARENTHESIS INDICATE 26-1/2' 90.0 140.0 75.0 75.0 • NO. IN PARENTHESIS INDICATE o 50-5/8 32 90.0 140.0 75.0 75.0 NO. OF ANCHORS PER JAMB. 32 50-5/8' 90.0 140.0 75.0 75.0 NO. OF ANCHORS PER JAMB. z 0 n ' JJ 37' (7) 90.0 140.0 75,0 75.0 37" 90.0 140.0 75.0 75.0 i J 42 90.0 140.0 75,0 75.0 42" (7) 90.0 140.0 75.0 75.0 48' 90.0 129.1 79.0 75.0 48' 90.0 129.1 75.0 75.0 us z 0 n 53-1/8' 90.0 112.7 1 75.0 1 75.0 53-1/8" 90.0 112.7 1 75.0 75.0 O 19-1/B' 90.0 140.0 75.0 75.0 i 19-1/8" 90.0 140.0 75.0 75.0 z C]W 26-1/2' 90.0 140.0 75.0 75.0 26-1/2" 90.0 140.0 75.0 75.0 • Z=moiZ>(o 32" 90.0 140.0 75.0 75.0 0 32" 90.0 140.0 75.D 75.0 d S ¢_� o 37' 63" 90.0 140.0 75.0 75.0 = a o a 37' 63` 90.0 140.0 75.0 75.0 = v o a V).~d.MIs 42' (9) 9D.0 139.7 75.0 75.0 42" (9) 90.0 139.7 75.0 75.0 48" 90.0 113.7 75.0 75.0 1. 90.0 113.7 75.0 75.0 53-1/8' 1 1 90.0 98.1 75.0 75.0 53-1/8" 90.0 98.1 75.0 75.0 Z $ 19-1/8' 90.0 140.0 75.0 75.0 18-1/8" 90.0 140.0 75.0 75.0 3^p 26-1/2' 90.0 140.0 75.0 75,0 I I 26-1/2' 90.0 140.0 75.0 75.0 I W I Q m 32" 90.0 140.0 75.0 75.0 4I 3Y 90.0 140.0 75.0 75.0 37" 74-1/4' 90.0 140.0 75.0 75.0 37. 74-1/4' 90.0 140.0 75.0 75.0 42" (9) 90.0 132.7 75.0 75.0 42" (9) 90.0 132.7 75.0 75.0 48' 90.0 105.7 75.0 75.0 48' 90.0 105.7 75.0 75.0 u 53-1/8' 90.0 90.0 75.0a a 75.0 53-1/8' 90.0 90.0 75.0 75.0 m p • N0. IN PARENTHESIS INDICATE • NO. IN PARENTHESIS INDICATE d NO. OF ANCHORS PER JAMB. NO. OF ANCHORS PER JAMB. o N WINDOWS WITHOUT WINDOWS WITH $ SILL ANCHORS SILL ANCHORS �„13ss _ = soy; Engr.JAVAD AHMAD Q •' CML PRODUCT RDVISDD T 1v W I W I FLA.N.p 70592 DuidinSC ddelYing vilh the Florida F--- �I A..plmmNu15.0120.0E/9 NOTE: 2A Bx iralion Dal. /0 GLASS CAPACITIES ON THIS SHEET ARE JUN �r4 Dy BASED ON ASTM E1300-09 (3 SEC. GUSTS) / Miel DadaProducl nfr drawing no. AND FLORIDA BUILDING COMMISSION (��J/I W03-105 DECLARATORY STATEMENT DCA05-DEC-219 sheet Sof 6 • TYPICAL ANCHORS SEE ELEV. V FOR SPACING X, j MErAL 1� ' ••EDGE OISi.'.'00 BUCK. ..�:. STRUCTUREEDGE^4 I oDIST, MIAMI—DADE COUNTY APPROVED Z MULLION& MUUJONANCHORS . I SEE SEPARATE NOA iLd EDGE DIST. Q a n pp I d U CIL< i, TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS NC SEE ELEV. SEE ELEV. SEE ELEV. tq FOR SPACING FOR SPACING FOR SPACING Q WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS TYPICALANCHORS: SEE ELEV.FOR SPACING-4 Q MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA. ULTRACON BY ' ICO' (Fu=177 KSI, F=155 KSI) o AND TRANSFER THEM TO THE BUILDING STRUCTURE. WUUU 8UICKS OR WOOD STRUCTURES j B 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) U 7 J � J ii THRU ABY BUCKS INTO CONIC. OR MASONRY = 4 fi !i 14 13 12 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) uJ Vi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ? p 8 N n DIRECTLY INTO CONC. OR MASONRY o g 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) oZ© j�is 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) s Q a� x F xn 3 ij ij 5 1/4" DIA. TEKS OR SELF DRILLING ING _Sr_.RF_wc (GRADE 5 CRS) a 3 nM INTO METAL STRUCTURES p �c REINFORCING RECD, g Z 3 AT GLASS TYPES—/ i! i! STEEL : 1/6" THK. MIN. (Fy = 36 KSI MIN.) A,C d<D ONLY ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) z� n ji (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ` OL Me a F 912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) g Q O i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. Wo (NO SHIM SPACE) WW TYPICAL EDGE DISTANCE W . INTO CONCRETE AND MASONRY = 2-1/2" MINo INTO WOOD'STRUCTURE = 1" MIN. 11 INTO METAL STRUCTURE = 3/4" MIN. u gA I 10 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. v Q W1 i CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. 1 s C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 1 2 .`0_o2'$Bryr OW2 14 w i SEALANTS: C FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL W LL u SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 0 WEEPHOLES: En�VAVAD AH MAD PRODUCTREVLSBD ,e CML m9 plying with UmFimids T « I, I .EDGE DISI. n FW.PE�7��0!592 Building Cd. — W1 — 1/2" WEEP NOTCH AT EACH END C.AN. - / Ba i ing Date' Ol30.0 k TYPICAL ANCHORS AT SILL " a I I ,• W2 = 3/4" WEEP NOTCH AT EACH END /, q I USE WHEN REQUIRED SEE SHEET 7 FOR CAPACRIES , Ry O A, 111 SEE ELEV.FOR SPACING � � �/ i Mian DadePraducLCboUol dfaWin na. " EDGE DIST, 9 'J 2.•' � 15 W03-105 ��- sheet 4of 6 ITEM B PART/ REQD, DESCRIPTION MATERIAL MANF,/SUPPLIER/REMARKS 1 YE-1700 1 FRAME HEAD 6003-T8 - ��� 2 YE-1701 1 FRAME SILL 6063-T6 - Z ; 3 YE-1702 2 FRAME JAMB 6083-T6 - 4 YE-1703 1 FOXED MTO.RAIL 6063-T6 - f W zd 5 YE-1704 1 VENT TOP RAIL 6063-T5 - LL IL VE 6 YE-1705 1 NT BOTTOM RAIZ. 6083-TS - �� is v 7 YE-1706 2 VENT SIDE RAIL 6063-T5 - 8 YE-1707 AS ROD. GLAZING BEAD(LAM,GLASS) 6083-T5 BA AWP-YE-1617 AS ROD. GLA71NO BEAD(INSUL LAM.GLASS) G093-T6 - j h 9 YH-1607 2 REINFORCING BARS,FULL LENGTH STEEL 1/4'X 1- 10 YE-1710 2/VENT VENT LATCH®9'FROM ENDS 6063-T5 - GY IL Q p 11 - 2 LATCH SPRING - - O~p 12 YH-715 2/VENT CAM LOCK®9'FROM EACH END - METAL 13 YF-62 2/LATCH CAM LOCK SCREWS - B8 X 5/8'ON SMS z N STRUCTURE MIAMI OVDE COUNTY 14 YH-622 AS REOD. BULB PILE W'STRIPPING - SULLIVAN&SULLIVAN ZO R U APPROVED MULLION TYPICAL ANCHORS Q b ei W &MULLION ANCHORS SEE ELEV.FOR SPACING 15 YH-6009 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB 1/4'MAX. 16 YF-10 AS REDD. FRMAEM34T ASSEMBLY SCREWS - /8 X 1'P.H.SMS �� 17 - AS REOD. FIX.MTG.RAIL ASSEMBLY SCREWS 3 T— LOADSHIING - /10 X 1'P.H.SMS 3 18 - 4 VENT GUIDE RIGID PJC 2 AT EACH JAMB RAIL 0 19 - I/GUIDE GUIDE SCREWS - �6 X 1/2'FH SMS s -J ` 20 = 2/VENT 'ULTRAUFT'SPIRAL BALANCE = CALDWELL �i o 20A 1 BALANCE FASTENER /8 X 1'PH SMS iA Q� 2 OPEN CELL FOAM PAD(1'X 1/2'X 1-1/2') - YALE U g 22 - AS REDD. SETTING BLOCKS EPDM OUROMIETER 80.15 SHORE A 5 t0 =M ._. ._. $ Z 3 i ?'zpQ n TYPICAL ANCHORS r7 W J SEE ELEV, FOR SPACINGWINDOW WIDTH WINDOW WIDTH ¢a0 O 1/4'SHIM O G G TYPICAL ANCHORS VENT WIDTH 1/4'MAX a n SEE ELEV. SHIMS o FOR SPACING 3 16 15 TYPICAL ANCHORS 0 u 0 7 0 SEE ELEV. y g 3 FOR SPACING l 2 0= n R h h /W000 1/2' 8 _ _ _ _ •�cW 4 Rig 1/4' - Uc ---- --- ------------------_. : :__ _CTURE w PRODUCTRwith the _ En9r..NVAD MIMAD 3 CML yy complying with the Fbride I 3 - FU.PE�70592 Building Code CAN. 5 A,.Lao NO ) o•a ' d 3 EXTERIOR ..v., �1� Hx imtionData rLpJq b D.L.OPG. 1 O #rem" uCC00.W0 drawing no. WINDOW WIDTHvNW03-105 • sheat 5 of 6 3.043 F'-1.470^•I i I 16 �v o .062 � p� / 18 m % 1.780 6179 ,062 I I A 7a 7.060 A 2.960 Q QQd a. .374 374 N FRAME HEAD I,a6o pppp ��1 1.485 2.970 0 0 O FRAME JAMB .743 U.Z Vl s 3.334 t•�3 .060 818 0 3 0, 062 2 273 0 t0 VENT LATCH = n x g 1.339 � 375 � 0 130 MEETING RAIL 1.050 •045 .Oas 7.045 s a n 2.583 .941 .88t c � m � z F Qa GLAZING BEAD (LAM. GLASS) 0 GLAZING BEAD (INSUL. LAM. GLASS) Z�J a0.r7 W .939 x1.468 i .082 / /-� 'i0 2.000 .062 1.434 i /• L / / p 1.340 1.723 SO VENT TOP RAIL O 7 VENT SIDE RAIL u Q z Ile 2.461 a .965 cvQEE`:! '^o FRAME PORNERS DETAIL m .062 I O 3.036 2.685 3.636 Engr.JAVAD AR1MD PRODUCrREVISED 8 CML as complying wish the FWdn i 1.62 4 I i �C.AN 70592 Acxplaux No 116j. WlpnDte \ B7 1 r 7.263 16 b9 Dadeprodhct drawing no. 1.340 -3.093 -2015 W03-105 VENT CORNER DETAIL O VENT BOTTOM RAIL z FRAME SILL ° sheet sof 6 Florida Building Code Online Pagel of 2 BusinessF • r ,. . ulation t��C t�tQ�tA d aCIS Home Lop In UaerRegistration Hot Topics}-Submit Surcharge i Stats&Facts ( publications fi FSC Staff gQS 5@e map f unks i Search j B1AJ�1p1C4fi, ( ProductAPro ess, 1 Peroval USeR:Public User f���4��� 9 egul pcgeuct Agoreval Me�u�>Product or Aeolkayo S eareh>Avokation >Application bstag FL# FL18427 SEP 0 8 2016 Application Type New Code Version 2014 PE R M i?Ti�lG Application Status Approved St. Lucie COUnty, FL Comments Archlved p Product Manufacturer AWP Windows and Doors,LLC/formerlyTrulite Address/Phone/Email 8130 NW 74th Ave Medley,FL 33166 " (305)887-2646 gberos@awplic.com Authorized Signature Gerardo Beros gtberos@awplic.com Technical Representative - Address/Phone/Email Quality Assurance Representative Address/Phone/Emaii Category Windows Subcategory I.Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By esus onza ez,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FI 18427 RO COI SS-Aluminum Tribe Mullion(L411-CI 2014 nd Referenced Standard and Year(of Standard) ftrindard XIME TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://v ww.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgsGsvRHsb6W'7... 1/14/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/05/2015 Date Approved 10/16/2015 Sumnilary of Products FL# Model,Number or Name Description 18427.1 Series Aluminum Tube Mullion Large missile Impact resistant aluminum tube mullion. LimKs of Use Installation Instructions Approved for use in HVHZ:Yes F1,1 27 RD 1I SS-Aluminum Tube Mullion(LMI)Dwa Approved for use outside HVHZ:Yes M15-07.odf Impact Resistant:Yes Verified By:]avad Ahmad PE#70592 Design Pressure:+140/-140 Created by Independent Third Party:Yes Other.See drawing M15-07 for span vs load combinations Evaluation Reports and installation details. Fl 18427 RO AE SS-AluminumTube Mullion(LMT)-PAE 2014.Ddf Created by Independent Third Party:Yes Contact,(fs::19gg North Monroe Street Tallahassee FL 32399 Phone:85040-1824 The State or Florida Is an AA/EEO employer.Copyright 2007-2013 State of Flpnda.::PrIvacy Stitern ::AMegslbtllty Statement u Refund Statement Under Florida law,email addresses are public records.If you do not want-your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provida the Department with an email address if they have one.The emelts provided maybe used for official communication with the licensee.However email addresses are public record.N you do not wish to supply a personal address,phrase provide the Department with an email address which an be made evaliable to the public.To datarmine If you aro a bona under Chapter 455,F.S.,pleasecJlrkh2[L. ,. Product Approval Accepts: . ®OMEN . .eeeuri M67Yr.iG^Y . http://www.floridabuildiniz.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7... 1/14/2016 - ALF AROO ORPQ1 TIO Gt?NSUL ING-.ENGlNEERS &PRODUGT.DEVEWP'MENT P OW.CT.PPROVAI EVALU-ftoN: RULE:_dk0TIi:R,#61 G2 3�:ME7`N ►1)7 i P LION 1 Pate: 28f 2015 Detailed Prwdudt Descriotlo'i ' Manufacturer:AW.l5.1AIiIVDb1N5'APID�QORS I;.LC ;: . Manufactufer..Address::�130T1W-7'4'�AVENUE.—MEDLEY FL33166 ` Muriel NaM,e:SERIES ALUMINUMTUl E MUWON Makimum Miclow.Wid#b:'74P: Mafd�1miulir±Span:144" Maxi►xwu 4;wad:..+14r�P ;.:144 pS ([age IVltssil tm(pact� hlst�liaxtora D. s MISS-n�: rgynting:.�: Chis pr cC mpEles wins the tiigk:ue}osit [�urr3Cartrr Zia to(FI1kE#Z�.testing rEquirernenu.. .. . . . . .. ..... .... ... _ The abn�re:�raaxirrtr:tn:parareters dia.not accursimuitaneouslk: See irrstatFaticn drawkrgs icor canniinaan of span ;laacfs: an slier tVt .: ... :.C.om-parati*ar►alysis'used::X Yes Na iila�deto Pests : ested:iFxaanaa.wixtr: 1AMA11�i{i,SINAfl: FA ?42I 'Eno: uhj7*rm$t4tIe .1700 tr of Te4Vh9* $i TA$241 J, alr Press. LaboratorMr irrc suppromd, 01a_. ;a ray a we ns. ax F0G1;6Z�',2: IrIMI$sffie::. EeFlestrOor♦Testiit • J3� d17 . .Mriiisl3.6rinspn'l?i:.. (TAS $i iiinpact&... Labaratory4 ins: ti71�Di 2002 FTL-a28A' talsA,$[gueredo,P.E. SQ31 . :.. : :~yfiic. : t2/2Q/2UD1. .•.' 'M-4283;­:, luis&Pigrrereslo;PS 0.2/04/2002k7LL32k i,uis.A;Flgseeredby RE.. 12120/20A� .. flL3281 Wt. Figur7tetib;.P E. _.... Under the I+nxttati;ans of tlattachedirisalfat�Qnrauins;to the bast wf� y ko +iedge aiditit►k the . aii .-.mdraci:.ciir�fior.><'t>sto,Lire.r. uir� �ts:�fthe�tl�.�:F.loiii#a:�uiEdi .Ct�de. .. .:: �r r;tr >+valuatictn#tepwrt Er1 A�eer ,�� • x 4r- �r J rx�w� Jawad Ahmed .. ' i?i;# 2 rti;►, f � �z3s Slt�►S7"'Avenne : J*omi,fL 3327 :30S.zsa:$tod. fi.305.1sIX 7$ 'I n aom al€arodd ,efceria carp 4 [' 00 .750 1.625 1.718- 0 .71E 1� 3 m -_-_- 2.250 2.250 F 1 (L 4=1GLAZING PRODUCT 125 x.125 TYPICAL L L125 0O ' 4.°00 1.718 4.000 r -1.266 4.000 O n � � �ITI� a��Q g• - 111.000 B a o rrPl�. -�i 11 CJI I� MULLION CLIP (YE-65) (6063-TES) MULLION CLIP(6063-rs) WINDOW FRAME (ALT.TO ANCLES) (ALT.TO ANGLES) Q w;(� CUP LENGTHS MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FR SNUG {L Z 10- INTO TUBE MULLIONS. INTO TUBE MULLIONS. .,II a t7 6.000 728 1.718 Q 2.000 .000 ALL TUBE MULLIONS TO BE ALLOY 6063-TES. N i 1-2.000--d .125 .125 2 1.613 1.613 O y J K MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 'o v HORIZONTAL OR VERTICAL oW M �¢ SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING >CO MULLION CLIP(6063-15) (6063-Ts) N 1 I MULLION CLIP Y M CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG f 3r I INTO TUBE MULLIONS. INTO TUBE MULLIONS. Z S U, m (NO SIDE FASTENERS REDD.) (NO SIDE FASTENERS REGO.) Z Z 3 � Z�� a 5..: Do' k' 2000 O I I RECTANGULAR ALUMINUM TUBE MULUONS I 2°0° USING MULLION PROPERTIES ONLY ANGLE CLIP (6063 (e0e3-rs) MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND CAN BE USED WITH ALL F.B.C.APPROVED IMPACT AND REITUItEMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY NON-IMPACT RESISTANT PRODUCTS. HURRIGNE ZONE(-HZ). �o 0 0 APPUCA13LE BUILDING CODE REQUIREMENTS I.E: WINO LOAD,WATER INSTRUCTIONS: A-TITS PRODUCT EVALUATION DOCUMENT(P.EDJ PREPARED ar Tw5 ENGINEER INFILTRATION,FORCED ENTRY RESISFANCE,SAFEGUARDS ETC. USE CHARTS AND GRAPHS AS FOLLOYtS. K GENERIC AHD DOES NOT PROVIDE INFORWTDN FOR A SRE SPECUIC FL #18427 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER PROJECT:la.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.C.D. C— LOADS TO THE STRUCTURE DETERMINE DESIGN LOAD REWIRED PER ASCE 7 8_CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND ,71111 I II m ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT STEP T FOR PARTICULAR OPENING. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION %%rp AN �p .� USE APPROVED GIAZQIG PRODUCTS MEETING ABOVE LOAD PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `��•w�I• ... •F TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TRE ETC.). STEP 2 ON THIS DOCUMENT. j 1 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS USE CONNECTION TO MUWON AS PER PRODUCT C_THIS PRODUCT EVALUATION DOCUMENT WU BE CONSIDERED INVALID IF S lz ARE NOT PART OF THIS APPROVAL '��'� APPROVAL. ALTERED TN ANY S. M.Mfiw70M2 •. D-SRE SPECIFIC PROJECTS SHALL BE PREPARED B/A FLORIDAREGISTERED -{(.• u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �p � USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH CNGNEER OR AREATECT WM WILL BECOME THE ENGINEER W RECORD(EO.") MATERIALS INCLUDING BUT NOT LriDEO TO SRE ETOL SCREWS,THAT COLE Nf0 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER - O Ji.I IN 1 ABOVE. USE OF THE P.ED,CNGMEER OF RECORD,ACTING AS A DELEGATED _ l dfOWIT9 00. CONTACT WITH OTHER DISSiMIIAR MATERIALS SHALL MEET THE REQUIREMFMS ENONEFR TO THE P.C.D.EMRNEER SHALL SLIBMR TD THIS LATTER THE SRE OF THE FLORIDA BLDG.CODE USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS SPECIFIC DRAWINGS FOR RIEVIEW. ,moi••••'•.!20IaM,,•.•' �,5_07 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING _ SEAL AND /♦ � MAVl1FACTURER'S LABEL SHALL BE LOCATED ON A REAALY VISIBLE LOG1110N STEP 5 MORE THAN THE DESIGN LOADS SPECIFIED W STEP 1 ABOVE E THE PROTTsSroNAL ENGINEER OFSWLL BEAR THE TRIiCORD THAE AND I PREP,wEO ff. SIGNATURE of AA A�O�(AL ,A eet ) of s IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODEf117 p . I DESIGN LOAD CAPACITY-PSF TUBE MULLIONS) DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) �� o WINDOW DIMS. 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 WINDOW DIMS. I X 2 1 X 3 1 X 4 2 X 4 2 X 6 WINDOW DIMS. 1 X 2 1 X 3 1 X 4 2 X 4 2 X 8 VE- I n WIDTH(W) MULL SPAN SID. STD. STD. STD. STD. WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. MUWON 19-1/8' 140.0 140.0 140.0 140.0 19-1/8' - 51.5 110.4 140.0 140.0 19-1/B' - - 28.5 41.6 115.5 0 'j a GLAZING GLAZING lad' 3 26-1/2' 138.2 140.0 140.0 140.0 140.0 26-1/2' - 77.2 79.7 116.4 140.0 26-1/2' - - 20.5 30.0 83.4 PRODUCT PRODUCE 120.3 140.0 140.0 140.0 140.0 JO' - 32.8 70.4 102.8 140.0 30' - - - ^_ 26.5 77.7 rn Q i 37' 97.6 140.0 140.0 140.0 140.0 37' - 26.6 57.1 83.4 140.0 37' - - - 21.5 59.8 IL 85.9_ 140.0 140.0 140.0 42' - 23.4 50.3 73.5 140.0 42' - - - - 52.6 rrrG 48' 38-3/8' 75.2 140.0 140.0 140.0 140.0 48' 84' - 20.5 44.0 84.7 140.0 48' 132' - - - - 46.1 O LL 53-1/8' 67.9 139.8 140.0 140.0 140.0 53-1/e' - - 39.7 58.1 127.2 53-1/8' - - - 41.6 W1 W2 0 h 60' 60.2 123.8 140.0 140.0 140.0 50` - - 35.2 51.4 112.6 60' -_ - - 36.8 ARCHES TO BE INSCRIBED p1 66' 54.7 112.5 140.0 140.0 140.0 66' _- _ _72.0 45.7 102.4 66' - - - - 33S INSIDE RECTANGULAR SHAPE a Q P1 g 72' 50.1 103.2 140.0_ 140.0 140.0_ 72" - 29.3 42.8 93.8 1. - - - - 30.7 HORIZONTAL MUWON S d r a 74` 48.8 100.4 140.0 140.0 140.0 74• - - 285 41.7 91.3 74' - - - - 29.9 U¢)m C 19-1/8• 82.2 140.0 140.0 140.0 140.0 19-1/8' - 34.5 74.0 108.1 140.0 19-1/8' 21.9 32.0 89.0 ;-Z- WIUNCf " W �• 26-1/2' 59.7 140.0 140.0 140.0 140.0 26-1/2' - 24.9 53.4 78.0 140.0 26-1/2' - - - _ _23.1 64.3 �i 30' 52.4 140.0 140.0 140.0 140.0 30" - _22.0 47.2 68.9 140.0 W. - - 20.4 56.8 J Z lh� 37' 42.5_ 115.3 140.0 140.0 140.0 37' _- - 302 55.9 139.8 37' - - - - 45.0 a W~f 42' 37.4 101.6-_140.0 140.0 140.0 42' - - 33.7 49.2 123.2 42' - - - - 40.5 Q 48' -50-5/8' 72.8 88.9 140.0 140.0 140.0 48' 96• - - 29.5 43.1 107.8 48` 144• - - - - 35.5 n GLAZING GLAZING 53-1/8' 29.6 80.3 129.3 140.0 140.0 53-1/8• - - 26.6 38.9 97.4 53-1/8• - - - - 32.1 PRODUCT PRODUCT J n 60' 26.2 71.1 1 t 4.5 140.0 140.0 80' - - _ 23.6 34.4 86.2_ 60' _- - - - 28.4 Z J m 23.8 64.7 104.1_ 140.0_ 140,0_ 66' - 21.4 31.3 78.4 66' - - - - 25.8 Uj J d 72' 21.8 59.3 95.4 179.7 140.0 72' - - - 28.7 71.8 72' - - - - 23.7 I MULUON SPAN I j C) n 74° 21.2 57.7 92.8 135.6 140.0 74' - - - 27.9 69.9 7s• - - - - 23.0 TYPICAL MULLION ARRANGEMENTS 19-1/e' 42.7 122.1 140.0 140.0 140.0 19-1/e• - 24.2 51.9 75.9 140.0 V) 26-1/2• 30.8 88.1 140.0 140.0 140.0 26-1/2' - - 37.5 54.e _ 14_o.D WIDTH w = W7 +W2 m 17d aIwo ` 27.2 77.8 140.0 140.0 30' - - 33.1 48.4 134.5 ( ) 2 H. =rM a' 37' 22.0 63.1 119.6 140.0 140.0 37' - - 25.9 39.2 109.1 ---- _---�- _ '3 n M --- 55.6 140.0 140.0 42' - - 23.7 34.6 96.1 O � m Z Z 3-. m I 48' 48.8 92.4 175.0 140.0 48' 108' - - 20.7 30.2 84.1 _z 53-1/8• - 43.9 83.5 121.9 140.0 53-1/8' - - - 27.3 76.0 3 60' - 78.9 77.9 108.0 140.0 fi0' - ___... - 24.2 67.3 Q 3^1 W , 66" 35.4_ 67.2 _ 98.2 140.0 66' - 22.0 61.2 6 Dom 72" _ 32.4 61.6 90.0 140.0 72• - - - 20.2 56.1 O 74' - 31.5 60.0 87.5 140.0 74' - - - 545 I 19-1/8' 26.1 74.6 140.0 140.0 140.0 19-1/8" - - 37.9 55.3 140.0 26-1/2' - 53.8 115.4 140.0 140,0 26-1/2' - - __27.3 39.9_ _111.0 30' 47.5 _101.9 140.0 140.0 30' - - 24.1 35.3 98.1 37• - 38.5 82.6 120.7 140.0 37' - - - 28.6 79.5 0 42' - 33.9 72.8 106.4 1 140.0 1 42' - - - 25.2 1 70.1 25 48" 74-1/4' - 29.7 63.7 93.1 140.0 48' 120' - - - 220 61.3 m 53-1/8' - 26.8 57.6 B4.1 140.0 53-1/8' - - - - 55.4 60' - 23.8 51.0 74.4 140.0 60• - - - - 49.0 66• - 21.6 46.767.7_ -171.0 66' - - - - 44.8 72' - - 42.5 62.0 120.1 72• - - - - 40.9 0 e 74' - - 41.3 60.4 116.9 74' - - - - 39.8 . I X 2 STD. TUHE 1 X 3 SID.TUBE 2 X 4 STD.TUBE 2 X 6 STD.TUBE IL W 1•Sz M'J II PY4 5z IN'7 'IZ -4 Sz IN"3 Iz N'4 Sz 9!'•J Iz IIT'1 S7c UI'! c i 2,37 1.019 2.976 1.488 8.276 2.758 0 `1 pl 1111/Z m MMLIWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. NIL 7051=2 _ s (INTERPOLATION BETWEEN WIDTHS ALLOWED) -OF ;•J„v� drawing no. MULLIONS 'XG........ IDI" M15-07 FL #1842 7,0N`�`` sheet p of g i i i I DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF WINDOW DINS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE [�tfjj n WIDTH(W)MULL SPAN A2 A4 2 AA4 AAA2 AAA4 B2 B4 MOTH(W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH(W)MULL SPAN A2 A4 AA2 AAd AAA2 AAA4 B2 84 I j 79 1/8' 140.0 97.3 140.0 140.0 140.D 140.0 140.0 19 1/8" 72.4 140.0 44.5 BB.9 114.0 140.0 140.0 140.0 19 1/8' 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 •Z io i 26 1/2' 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 26 1/2" 52.3 104.5 32.1 64.2 82.3 140.0 101.2 140.0 26 1/2' 33.3 66.5 20.4 40.8 52.4 104.7 64.4 128.8 3 30' 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30' 46.2 92.3 26.3 56.7 72.7 140.0 89.4 140.0 30" 29.4 58.8 - 36.1 46.3 92.5 56.9 11}.7 F 37• 81. 140.0 50.3 100.6 129.0 140.0 140.0 140.0 37' 37.4 74.9 23.0 45.0 58.9 117.9 72.5 140.0 37' 23.8 47.6 - 29.2 37.5 75.0 46.1 92.2 Dgi L Q / -72. - _ 443 BOX 113.6 140.0 739.7 140.0 42• 33.0 66.0 20.2 40.5 51.9 103.8 63.8 727.7 42" 21.0 42.0 = 25.8 JJ.D 66.1 40.6 81.2 48• 38 3 8" fi3.2 126.3 38.8 77.6 99.4 140.0 122.3 140.0 48' 84' 28.9 57.7 35.4 45.4 90.9 55.9 111.7 48" 132' 36.7 22.5 28.9 57.8 35.5 71.1 54' 57.1 114.1 35.0 70.1 89.8 140.0 110.5 140.0 54" 26.1 52.1 - 32.0 41.0 82.1 50.5 100.9 54' - 33.2 - 20.4 26.1 52.2 32.1 64.2 0 V 60' 50.5 101.1 31.0 62.0 79.6 140.0 97.8 140.0 60" 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4 60' 29.4 - - 23.1 46.3 28.4 56.9 72• 4111 84.2 25.9 513 66.3 132.6 8185 140.0 72" _21.0 -38.5 - 23.6 30.3 60.6 37.2 74.5 72• - 24.5 _ - 21-0 383 23.7 47.4 VO L a 74" 41.0 81.9 25.2 50.3 64.5 129.0 79.3 140.0 74" - 37.4 - 23.0 29.5 58.9 36.2 72.5 74' - 23.8 - - - 37.5 23.1 46.1 N m C 19 1/e' 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/B' 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 19 1/8' 42.2 84.5 25.9 51.9 66.5 133.0 81.8 140.0 Q ; 6 26 1/2' 88.7 140.0 53.2 106.5 138.5 140.0 140.0 140.0 26 1/2• 45.7 91.5 28.1 55.2 72.0 140.0 88.5 140.0 26 1/2' 30.5 61.0 - 37.4 48.0 96.0 59.0 118.0 30' 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30" 4D.4 BO. 24.8 49.6 63.6 127.2 78.2 140.0 30' 26.9 53.9 - 33.1 42.4 84.8 52.1 104.3 Q 37• 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 37• 32.8 65.5 20.1 40.2 51.6 103.1 63.4 126.8 37" 21.8 43.7 - 26.8 34.4 68.8 42.3 84.5 42' 54.7 109.4 33.6 67.2 Bfi.1 140.0 105.9 1400 42' 28.9 57.7 - 35.4 45.! 90.9 55.9 111.7 42" 38.5 23.6 30.3 60.6 37.2 74.5 48' 50 5/6" 47.9 95.8 29.4 58.8 75.4 140.0 92.7 140.0 48' 96' 25.3 50.5 31.0. 39.8 79.5 48.9 97.8 45' 144' - 33.7 20.7 26.5 53.0 32.5 65.2 $ 54' 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140.0 54' 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 54' - 30.4 - - 23.9 47.9 29.4 55.9 U 60' 36.3 76.6 23.5 47.0 60.3 120.6 74.1 140.0 60" 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2 60" - 26.9 - - 21.2 42.4 26.1 52.1 Z m 66• 3+.8 69.6 21.{ 42.8 54.8 109.6 fi7.4 134.8 66' - 36.7 - 22.5 28.9 57.8 35.5 71.1 66' - 24.5 - - - 38.5 23.7 47.4 tJ Vl 72" 31.9 63.8 39.2 50.3 100.5 61.8 123.6 72' - 33.7 - 20.7 26.5 53.0 32.6 fi5.2 72' - 21.4 - - - 35.3 21,7 43.4 J � n 74' 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 74' - 32.8 - 20.1 25.8 51.6 31.7 63.4 74' - 21.8 - - - 34.4 21.1 42.3 0 19 1/8" 96.6 140.0 59.3 118.6 140.0 140.0 140.0 140.0 19 1/8' 56.3 112.7 34.6 69.2 88.7 140.0 109.0 140.0 W C1 26 1/2' 69.7 139.4 42.8 65.6 109.7 140.0 134.9 140.0 26 1/2' 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 In 30" 61.6 123.1 37.8 75.6 96.9 140.0 119.2 140.0 30" 35.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 Q M 37' 49.9 99.8 30.6 613 78.6 140.0 96.6 140.0 37" 29.1 58.2 - 35.7 45.8 91.7 56.4 112.7 2! �'1 n 44.0 27.0 54.0 69.2 138.4 85.1 140.0 42' 25.7 51.3 - 31.5 b.4 80.8 49.7 99.3 ANCHORS ARCHES 70 BE INSCRIBED � O J SEE SHEEFS 4 THRU 8 INSIDE RECTANG"SWIPE Z C U- ep 48" 63" 38.5 77.0 23.6 47.2 60.6 121.1 74.5 140.0 48' 108' 22.4 44.8 - 27.6 JS.J 70.7 43.4 86.9 FOR DETAILS HORIZOMAL 't Z Z 54' 34.8 69.5 21.3 42.7 543 109.5 67.3 134.6 54' 20.3 40.6 - 24.9 31.9 63.8 39.3 78.5 SEE CHART FOR CAPACITY MUWON 7 � �n 60' 30.8 61.6 - 37.8 48.5 96.9 59.6 119.2 60' - 35.9 - 22.0 28.3 56.5 34.8 69.5 - Q O_M W 66• 280 56.0 - 34.4 44.1 88.1 54.2 1083 66' - 32.6 - 20.0 25.7 51.4 31.6 6].2 %GLAZING Q ao g 72' 25.7 51.3 --- -31.5 40.4 80.8 49.7 99.3 72' - 28.9 - - 23.6 47.1 29.0 57.8 y6R7 PROOUCf 3 YUILDN � 74" 25.0 49.9 - 30.8 39.3 78.6 48.3 96.6 74" - 29.1 - - 22.9 45.8 28.2 56.4 Z a 19 1/8" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 19 1/8' 50.7 101.4 31.1 52.2 79.8 140.0 98.1 140.0 GLAZING GLAZING 1 D' \ANCHOR 26 1/2' 59.1 118.3 36.3 72.6 93.1 140.0 114.5 140.0 26 1/2• 36.6 73.2 22.5 44.9 57.5 115.2 70.8 140.0 PRODUCT PRODUCT ETAIL/1 3 JO" F29.5 104.5 32.1 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.6 - 39.7 50.9 101.8 62.6 125.1 GLAZING GLAZING 37' 84.7 26.0 52.0 66.7 133.3 ..i-- 2.0 140.0 J7" 26.2 52.4 32.2 ♦13 82.5 50.7 101.4 PRODUCT PRODUCT e 42' 74.6 22.9 45.8 58.7 117.5 72.2 140.0 42' 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4 48' 74 1/4' 65.3 20.0 40.1 51.4 102.8 83.2 128.4 48• 120' 20.2 40.4 - 24.8 37.8 63.6 39.1 78.2 54' 59.0 - 36.2 46.4 92.9 57.1 114.2 54' - 36.5 - 22.4 28.7 575 35.3 70.7 MULLION SPANGO' 52.2 - 32.1 41.1 62.2 50.5 101.1 60" - 32.3 - 25.4 50.9 31.3 62.6 W76fi• 47.5 - 29.1 37.4 74.8 46.0 91.9 66' - 29.4 - - 23.1 463 28.4 56.972' 43.5 - 26.7 34.3 68.5 42.1 843 72' - 26.9 - - 21.2 42.4 26.1 52.1 TYPICAL MULLION ARRANGEMENTS74' 42.4 - 26.0 33.3 86.7 41.0 82.0 74' - 26.2 - - 20.6 41.3 25.4 50.7 n WIDTH (W) = wt +wz 2 `1t111 11111/7", A ��.... �i NOTE: '1x 7 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 7M LOCATIONS FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. _ - (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS FL #18427 '� 1 `` neat 3 at s I I 1/4'DIA TAPCONS BY'ITW' 1/4'DIA TAPCONS BY'ITW' 1-1/2'MIN-WOOD PENETRATION 1/4'DIA.TAPCONS BY'n 1-//2°MIN.WOOD PENETRATION 1/4'DIA.TAPCONS BY'ITW' lY 2 PER CUP(1 ON EACH WING 1-1/2•MIN.WOOD PENETRATION 4 PER CUP(2 ON EACH WING 1-1/2'MIN.WOOD PENERUTION li EDGE DIST. 1 PER ANG 1'MIN. 1'MIN. 2 PER ANLL 0 F o EDGE I o DIST. 1:w ;� J o TYP C I n I �I III ljI�iII cy 0 I BUCK I l ) 1 pMay a6dyI{uu'�2p575, Q u 2 x X 1/9'28Y WOOD BUCK I 29Y WOOD OR u U z x 2 x 1/a• OR PLUM Lip __----__- ALUM ANGLE _____________ ANGLE W000 STRUCTURE I I OOD STRUCTURE EI4 SMS 2 ER ANGLE 1 O. FLOATING C 2 PER ANGLEFLOATING CUP C.MIN. I-3/4'O MIN.3' UBE Im3Npyl 1a-` C. " 2-3/4'O.C.MIN. O FOR ALL OTHER TUBES n U to n Z my 2 J O^ I 1/4' DIA.TAPCONS BY'ITW' 1/4'OLA.TAPCONS BY'ITW' 1/4'DIA TAPCONS BY'ITW' 1/4'DIA TAPCONS BY'11W C3 I 1-1/a"MIN.EMBED 1-1/4"MIN.EMBED 1-1/2'MIN.EMBED 1-1/2'MIN.EMBED W I D w INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4" INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 0] >U) 2-I/4'MIN. 2 PER CUP(1 ON EACH WING) 1 PER ANG MIN. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE ED Q m EDGE GIST. EOCE GIST. 3� '- y n a MIN. 3Q n • •II ,I. II" • I • .I•. I• I I I• • I . SIG 4. mi •MIN, IZ 3 II II �� II II II 11 � II II I N I 1 I I O x< N � ^ 3 i I Z II II �Fg II 11 \ , II II I By l U U 2 x 2X 1 B• 1BY U U 2x2x IE/8" --------- ------------- 1 WOOD BUCK I I ALUM ANG WOOD BUCK I I 1 I ALUM ANGL I I 1 /14 SNS I I I I I I 2 PER ANGLE I I I I 2 PER�ANGLE I I I I I FLOATING CUP j 1-3/4'O.C.MIN. I 1 FLOATING CUP-/j I 1-3/4"O.C.MIN. i i 2 I I 1 I I I I I I 1 FOR J'TUBE I i 2-3/4'O.C.MIN. -� C FOR ALL OTHER TUBES o m I I ANCHORS TYPE 'A2' ANCHORS TYPE 'A4• N� Nm C 0 0 v o � �c \llllllll /AA *•�•• 70w ALL CUPS TO FTT SNUG INTO TUBE MULUONS. -"--- TAPCONS MAY BE HEX OR FIAT F,FAD. aOF .r droI no. A'''•.^ao.il�o�:gip\ M 15-07 FL #1842740-00 p �A YYN�AA�'l`' heel 4 aF 6 i EMB 'DIA TAPCONS BY•ITW' 1/4'Dw.TAPGONS BY'ITW' V S 1-1/4•MIN.EMBED INTO MASONRY BLOCKS 1-1/4'MIN. EMBEO INTO MASONRY BLOCKS In 2 PER CUP(1 ON EACH WING 1/4'DIA.TAPCONS BY'ITW (2 ON EACH WING 1/4'DIA TAPCONS BY'ITW' 4 PER CUP 1-i/4"MIN.EMBED INTO MASONRY BLOCKS 2_i 4 1-i/4'MIN. EMBED INTO MASONRY BLOCKS 2-1/4•MIN. 1 PER ANG MIN• 2 PER ANG Z Zo EDGE DIST. EDGE DIST. 3' Q MIN. hIll / v11 4, ////z�///A, 0 It 11 II II � I I J I n u II • o u M z x z x 1/8 F J u u z X z x 1/ ---------- I I I ALUM ANGLE ------------- I I I I ALUM ANGLEa #14 SMS I I I I I I 2 PER ANGLE I I 1 I I 2 PER ANGLE FLOATING CLIP 1 I 1-3/4.O.C.MIN. I 1 I FLOATING CUP I 1 I Iy 3 I i I I 1 I I I 1-3/4"O.C.MIN. I I Q MIL N I FOR 3•TUBE r— 2-3/4'O.C.MIN. FOR ALL OTHER TUBES Q OJ ANCHORS TYPE '642' ANCHORS TYPE 'AA4' I IN m z _J V1 g C3 0 GO n 1/4'DIA.TAPcoNs BY't%' 1/4"DLA.TAPCONS BY'ITW' ^ r; 1-3/4"MIN.EMBED INTO CONCRETE 1-3/4'MIN.EMBED INTO CONCRETE Z D m 2 PER CLIP(1 ON EACH WING 1/4•DIA.TAPCONS BY'ITW'- 4 PER CUP(2 ON EACH WING 1/4•DA.TAPCONS BY'RW' Z 3 1-1/4"MIN.EMBED INTO CONCRETE _ 1-1/4'MIN.EMBED INTO CONCREFE �. Z 2-1/4'MIN, 1 PER MIG 2MIN.4• 2 PER ANG :3 EDGE DIST. EDGE DIST. 3• < 3"'ow J ! MIN. I h d v It •n h •P • II •u ! 1 N I I 1 s 1 I I ! n it _________ 1 ° 2 x z x 1/e• u M 2 x z x 1/a' o I auM aIc1E 1 ------------- I I I I _ ALUM ANGLE j 014 SMS I I I I 1 I I I I I I 2 PER ANGLE 1 I I I I 1 914 SMS I I m I I 1 1 1-3/4'O.C.MIN. I I 1 I I I 2 PER ANGLE I I I I FLOATING CUP-/I 1 I I 1 I FLOATING CUP I I 1-3/t'O.C.MIN. I I I I I I I I I I 1 I FOR 3•TUBE I I 2-3/4"O.C.MIN. M FOR ALL OTHER TUBES c c i �o c ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA-4' A,11T11T ITTr n it CU ... ' M [ALL PS TO FIT SNUG INTO TUBE . TAPCONS MAY BE HEX OR FLAT HEADMULLIONS]. OF drawing no, FL #18427''l*YT TA3 t1�� sheet 5 of 6 METAL STRUCTURES /14 SMS OR 1/4"TEKS METAL STRUCTURES /14 SMS OR 1/4'TEKS N (STEEL OR ALUM. 1/8•MIN.THICK) z PER CUP /14 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8'MIN.THICK) 4 PER CUP /14 SMS OR 1/4'TEKS -- STEEL:Fy-36 KSI MIN. (1 ON EACH WING) [i,�Ell ANCLE STEEL:Fy 36 NSI MIN. (2 ON EACH WING)ALUMINUM 6063-T5 MIN. ALUMINUM 6063-T5 MIN. .j o d 6 O � `g II II II 11 --------- Il )i U U 2 X 2 X 1/8' 1--------------4 i 014 sus U U 2 X 2 X 1/e o ALUM ANGLE I 1 I 2 PER ANGLE I ALUM ANGLE C YI I I I I I I I 1-3/4'O.C.MIN. I O a a C I I i I I I I I j j FOR 3'TUBE j O+3 r I I FLOATING CUP I I 2 P#1ANGLE 1 I I FLOATING CUP I I 2-3/4'O.C.MIN. I I C q I I I I I j0 SCREWS PER ANGER LE 1-3/4'O.C. MIN. RR Q W.1f ALL OTH O ANCHORS TYPE 'B2' ANCHORS TYPE 'B4' I ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. N J TAPCONS MAY BE HIX OR FLAT HEAD. Z J mm 2 d14 SMS O 1-1/2'O.C.MIN. --- I 2 PER CHANNEL(1X2& 1X3 TUBES) j p 3 PER CHANNEL(1X4&2X4 TUBES) TUBE MULUON O 4 PER CHANNEL(2X6 TUBE) W ZpZ Q H y HM M a ------ -------- 3 � 1 I z Zn 3� I I I o 1/8'THICK ALUM CHANNEL -Ja Q �10,Q LENGTH TO FIT SNUG I I Q o0 INTO MULUON I I TUBE MUWON TUBES MAY BE NOTCHED 1 I O AS SHOWN TO ALLOW INSTALLATION I I OF CUP ANGLE I I CAULK JOINT AFTER ASSEMBLY I ' /14 SMS O 1-1/2"O.C.41N. I I 2 PER CUP(1X2& 1X3 TUBES) I I 3 PER CUP(1X4&2X4 TUBES) ACCESS HOLE 4 PER CUP(2X8 TUBE) j I o ' 1 I C-- I I II I S ITU _ _ O __ I I I THIS SCREW CAN BE 010 FH SMS INSTALLED IN EITAN BE I 2 PER CLQ I I % \\1\111t11l I!! - DIRECTION q� I I 1'O.C.NM. I \\ \,GH16c•••. 8 ' ' -4- _ a 7111111111112 1-3/4'x 2'x 1/8.(FOR 2BY TUBE) 3/4'X 2'X 1/8'FOR(115Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE _ cOP � � drawing no. :,p MI5-07 APICHOR DETAIL 111 !am*-*- '' hlOaIUU.�\�• METAL TO METAL CONNECTION FL #18427 !! \\ eet 6 Of 6