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AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS Silver Line AM ERfWCAI N LROAPTSM'A'No X SO OWS WIN PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS SILVER LINE WINDOWS AND DOORS ONESiLVERUNEDRNE ROPUNSWI SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) NORT WO P14:(80012344228 M2 GENERAL NOTES: ^ A p STRUCTURAL BEAM MULLION (IMPACT) T� L THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTUREDTO COMPLY WITHTHE �zt 0 Ng ja W1 W2 CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED In- z 1�1'�R ZO ACCORDING TO THE FOLLOWING: 0 0 D, TAS 202-94 M C", F 0 ASTM'E330 N4 L cc 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A I'll CC Z_ MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING W2 �S_ qGo APPLIED PRODUCE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 31 IX AND ix BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY L 1z I �w�y7 TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALATION 15 THE B ID RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �1 1:2� 4 INSTALLATION. 4 wi 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT REMARKS BY I DATE ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS,CAUSE INSTALLATION TO 6TH FBC EDITION AG 110/17 1 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR SLJ ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS,IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI.DADERER. IRA-- 5, MULLION&CLIP MATERIAL:ALUMINUM 6063-T6 SUL tF$U1WRD=NS"U3E INVAt MUTODORSTE RSKENSEO E.GNE(A D.AR-UEa1HSU'RE..SRtSt. 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL, IKE W2 C 0191t.fly.1 1444!gA)n—ro,P.E 4 7. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING Dat ent REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. E 8. IN ACCORDANCE WITH THE CURRENT F8C CH20 DISSIMILAR METALS INCLUDING FASTENERS B THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. I J L J N s TABLE OF CONTENTS 0 OF I tr 110�' SHEET REVISION SHEET DESCRIPTION : Reaso*% t s V or, I-a: GENERAL NOTES&TYPICAL ELEVATIONS FLOW.DA 73775 2 MULLIONS CROSS SECTIONS L W2 3"'BUIDIN PROM I.0 L '1 _1141 1 OANPA REACH M DANIA SEA _j 335 Z D 3 ANCHOR CLIP CONFIGURATIONS RK CERT.OF AIJI&FULMDIN N.29578 4 VERTICAL SECTIONS TYPICAL ELEVATIONS FL 4: INSTRUCTIONS: FL6067 S ANCHOR LOAD TABLES FOR 2723(PART U230295)ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 8 6 ANCHOR LOAD TABLES FOR 2723(PART$1230295)TWO-WAY MULLION 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3, DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: DWG.BY: CHK.BY: 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. AG HFN ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE. SCALE: NTS ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION USE OF TWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRE55URE OF OPENING DWG.fl: ANCHOR LOAD TABLES FOR 2728(PART 9230296)ONE-WAY MULLION USING CHARTS ON SHEETS 6-10, SWD014DWG. - S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET 10 ANCHOR LOAD TABLES FOR 2728(PART t1230296)TWO-WAY MULLION WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE ORMULLIONOR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY OF 10 DESIGN PRESSURE RATING.