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18-19563
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18-19563
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Last modified
1/31/2019 10:53:08 AM
Creation date
1/31/2019 10:53:06 AM
Metadata
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Building Department
Company Name
ZEPHYR HEIGHTS
Building Department - Doc Type
Permit
Permit #
18-19563
Building Department - Name
TOBEY,ALEXANDER
Address
39353 5TH AVE
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O� !rr <br /> 96"MAX O.A.FRAME WIDTH ' <br /> 90.63"MAX.D.L.O.WIDTH <br /> tD: <br /> 'WINDOWS&DOORS ':,'�)••. Z <br /> 250 Staunton Turnpike,Parkersburg,WV 26104 r!!!j .•• <br /> 00 n � <br /> � N <br /> 0 AN <br /> t•\ $c 9 C W <br /> a. <br /> 7700/9900 Series a N m a a <br /> a � <br /> � o <br /> ? 9 Z <br /> Vinyl Fixed Window ci <br /> 'NON-impAcr, <br /> �z <br /> Id <br /> w <br /> O J <br /> 4 GENERAL NOTES \ w <br /> O N <br /> �In o Uv�a <br /> LL 1. This product has been evaluated and is in compliance with the 6th g <br /> Edition(2017)Florida Building Code(FBC)structural requirements Q a a <br /> y excluding the"High Velocity Hurricane Zane'(HVHZ). "`MAX MAX s' .; ` DESIGNPRESSURE(RSFjr ? Y Y m <br /> 2. Product anchors shall be as listed ands aced as shown on details. �tski.T DfMEN510+{ K, <br /> p <br /> Anchor embedment to base material shall be beyond wall dressing LD la a <br /> or stucco. 60.0"X 48.0" 54.63"X 42,63" Gt,G4 +50.0 -50.0 n a <br /> v N N Z <br /> 3. When used in areas requiring wind borne debris protection this 53.0"X 53.0" 47.63"X 47.63" G1,G4 +50.0 -50.0 <br /> $ product is required to be protected with an impact resistant covering 8 w a o <br /> that complies with FBC Sections 1609.1.2&R301.21.2. 72.0"X 50.0" 66.63"X 44.63" G1,G4 +40.0 -40.0 i y <br /> w <br /> 4. For 2x stud framing construction,anchoring of these units shall be the 84.0"X 40A" 78.63"X 34.63" GI.G4 +35.0 -35.0 a o vi <br /> some as that shown for 2x buck masonry construction. o 0 0 <br /> 5. Site conditions that deviate from the details of this drawing require 60.0"X b0.0" 54.63"X 54.63" G1,G4 +35,0 -35,0 ¢ Z <br /> further engineering analysis by a licensed engineer or registered 84.0"X 63.0" 78.63"X 57.63" G2,G5 +50.0 -50.0 n <br /> Z <br /> architect. o N o 0 <br /> 76.0*X 72.0" 70.63"X 66.63" G2,G5 +50.0 -50.0 z <br /> TABLE OF CONTENTS N z a <br /> SHEEN DESCRIPRON 84.0"X 66.0" 78.63"X 60.63" G2,G5 +45.0 -45.0 4130113 <br /> 1 T tcal elevations,design pressures and general notes scut N.T.S. ° <br /> 2 Horizontal cross sections 78.0"X 72.0" 72.63"X 66.63" G2,G5 +45.0 -45.0 DWG.BY. JK m <br /> 3 Buck anchoring cws.ar: LFS 3 <br /> g 4 Frame anchoring 9b.0"X 72.0" 90.637 X rw- <br /> 66.63" G3,G6 +50.0 -50.0 <br /> 5 Bill of materials,components and glaring details onrwaso <br /> m <br /> 'n FL-15816.E a <br /> stir 1 of 5 " <br /> d <br />
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