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F�' RE ON&' IIEVSED NY OA1C <br /> STMOJN7'O1T 3 UPDATED DR—CS TO 2010 RC cr. 01-2A-12 <br /> • 1 COCHRANE AVE.PENNS8OR0,WV 26415 PH. a UPOA-OP CHARTS PER NEW TESTING LT. Gh 12 <br /> S00-426-2249 u M N w <br /> 5 TlT.O. 06/20/12 <br /> STORMBREAkER PLUS 300VL SERIES 6 UPOAIEO ORAWNGS TO 5 H to(20141 TBC LT. o1-z�-1z <br /> EXTRUDED IMPACT RESISTANT VINYL ' " '' " WR °/nTnm <br /> MULLIONS WITH LARGE ALUMINUM <br /> REINFORCEMENT HVHZ <br /> GENERAL NOTES: <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED <br /> TO COMPLY WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE <br /> REQUIREMENTS INCLUDING HVHZ. <br /> 2.THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH <br /> APPLICABLE WINDOW SYSTEMS. 4.wI <br /> 3.ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED n¢xs• �a.15n--{ <br /> UNDER SEPARATE APPROVAL.ALL GLAZING PRODUCTS USED WITH 12]9• —7 1600•�IJ- <br /> THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING <br /> CODE REQUIREMENTS. - <br /> 4.ADEQUACY OF EXISTING STRUCTURAL CONCRETEIMASONRY.2X t, _ —r <br /> AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING <br /> SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRINGAPPLIED e <br /> PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF LARGE MULLION REINFORCEMENT fil6ggl <br /> THE ENGINEER ORARCHITECT OF RECORD FOR THE PROJECT RETROFIT FRAME MULLION <br /> INSTALLATION. n LARGE VINYL MULLION COVER #VPI - 354(MP0232) ALUMINUM 6063-T6 <br /> 5.ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO EXTRUDED VINYL.070" MIN. <br /> PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK <br /> DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE <br /> ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT 1 MULLION COVER <br /> INSTALLATION. 1 MULLION COVER <br /> 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC <br /> AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. <br /> IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE I 5 <br /> REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR U <br /> ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE <br /> WITH THIS DOCUMENT. <br /> 7.THIS PRODUCT DOES NOT REQUIRE AN EXTERNAL IMPACT o #10 X 1 1/8" SELF #10 X 1 1/8" SELF <br /> PROTECTIVE SYSTEM IN WINDBORNE DEBRIS REGIONS,AND IS TAPPING SCREWS SPACED TAPPING SCREWS SPACED <br /> APPROVED FOR USE IN WIND ZONE 4. PER APPLICABLE WINDOW PER APPLICABLE WINDOW <br /> PRODUCT APPROVAL PRODUCT APPROVAL <br /> #10 X 1 1/8" SELF #10 X 1 1/8" SELF <br /> TAPPING SCREWS SPACED TAPPING SCREWS SPACED <br /> PARTS LIST PER APPLICABLE WINDOW PER APPLICABLE WINDOW 2 MUWON REINFORCEMENT <br /> NUMBER OESCR1P00N PART NO I MATERIAL PRODUCT APPROVAL MULLION PRODUCT APPROVAL <br /> I LARGE MUWON COVER VPI-354 MP02321 Pvc REINFORCEMENT <br /> 2 LARGE MUWON RBNFORCEMENT 16991 6063-T6 <br /> 3 BASE PLATE I I STEEL DOUBLE HUNG HORIZONTAL CROSS SECTION PICTURE (FIXED) HORIZONTAL CROSS SECTION <br /> 4 MUWON L-BRACKET I ISTAINLESS STEEL �AApP c•REWAT <br /> �SIMONTON' B RM0051 7 <br /> TABLE OF CONTENTS `�i• Ne 56201 Lc°1� �DAIF- <br /> 4u, <br /> PAGE NO DESCRIPTION G f •� C L CorxtmeAWme ¢ERALNOi S, AR LIS AN OSS SECTI NS TY P2 ELEVAHUV AND DESIGN PRESSURE CHARTS • te 10 04 2DI75CAJE: EEL HErnl3y.�9: STATE OF •4!CMUWON AILS @ SILL 0 S 5 C80N5 i.(�•.A ,� LUCAS A TURNQ2,P.E. FL PE 058201 SERI S FlT 1 0l 7 . <br /> �i��Fs• O R 1 p TURNER ENGINEERING h CONSULTING,INC. STORYFIREMLFR PWS 300TL mLL. <br /> �A4S7ON...... � 239E ABARA#AVE NCRTH PORT.FL 34 88°RE GENERAL NaTIS h CROSS SECDONS <br />