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18-19937
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2018
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18-19937
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Last modified
5/23/2019 10:15:56 AM
Creation date
5/23/2019 10:15:54 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-19937
Building Department - Name
BARTLETT,DEAN E & EILEEN
Address
5421 19TH ST
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f <br /> lit ��```�s•�"' �"~ • Vt�rrr m <br /> 46'MAX Q.A.FRAME WtDT6t Z W.'.rt <br /> WINDOWS&DOORS 43 sMAx '.�"$"•• �'i�a`�,` <br /> 250 Staunton Tumpilce,Rarkersbur&WV 26104 D LO: rr*li/•••• ~P �%�`` z ei <br /> /jj1171 tttt - V�.=d <br /> ° e0 jm 0 <br /> 7700/9900 Series i i ;��° <br /> (1� a a 5 dad <br /> Vinyl Horizontal Sliding Window <br /> 'NON-IMPACT' 2 <br /> m (74 <br /> o <br /> GENERAL NOTES ^ o dy <br /> 1. This product has been evaluated and is in compliance with the 6th ^ o <br /> Edition(2017)Roodo Building Pode(FBC)structural requirements o <br /> excluding,the'11igh Velocity Hunicane Zone"(HVHi). <br /> S' <br /> 2, Product anchors sholt be as fisted and spaced as shown on details. <br /> Anchor embedment to base material shalt be beyond wall dressing C3 <br /> *� orstucco. <br /> a <br /> n a <br /> 3. When used in areas requiring wind borne,debris protection this $G <br /> product is requ'ved to be protected with an impact resistant covering y <br /> that complies vhth FBC Sections M.12&R3012.12. En <br /> W W o <br /> 4. For 2x stud framing constriction,anchoring of these units shall be the ;; ;.{I;r :nEStGN:t'kECSiie (psF : e <br /> same as that shown for 2x buck masonry construction. <br /> =•! ''.z'� =' ".TYPE: y:POSti'!1!Ez;_NFG¢TIVE.' ~F�S <br /> ;5, site,conritions that deviate from the detais of thus drawing require 96.0"X 72.0° 43.5"X 64.0" G1 +16.0 •15.0 >> Z <br /> further engineering analysis by a licensed engineer or registered <br /> archritect. 74.0"X63.0" 32•S"XS5A" G1 +30.0 •30.0 �+ _ <br /> + 0 h F <br /> i TABLE OF CONTENTS <br /> 84.0'XSW e <br /> sti 37S X46A" G1 +35.0 -35.0 <br /> SKEW DESCRIPWN a x <br /> } 1 T Icole! design presraesend general rsores n <br /> Un <br /> 2 Homontai cnm sections <br /> 7R.0'X48.0 31.5"X40.0' G1 +45.0 -45.0 DAm 4 25/13 'o <br /> 3 Verficolcrosssections MM N.T.S. <br /> 4 Buckond home anchoring Imax frame stze:96'x 63 0"X 44A" 27A'X 36A" GI +50.0 .60.0 Mal orJK m <br /> g 5 Buckandframa - jMaxFmme5ae:72•x4" MIX of. LFS 3 <br /> 6 Bill of moteriok,components&glaing defogs MUD ND- X <br /> 5 FL-16092.9 c <br /> sNar 7 .oF 6 O <br /> r <br />
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