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18-19932
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18-19932
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Last modified
5/23/2019 10:12:18 AM
Creation date
5/23/2019 10:12:15 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-19932
Building Department - Name
RODRIGUEZ,DAVID & MULERO,GRACI
Address
38245 6TH AVE
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Z tw-', <br /> I TCONNO ``� o •��' + <br /> N <br /> WINDOWS&DOORSSf <br /> 250 Staunton Tumpilw,Parkersburg,WV 26104 ''' rs <br /> "I'll 'Pi <br /> ``,z d m d <br /> / 1111 UN•;Z <br /> 144'MAY.OA FRAME WIDTH <br /> • 66.5 MAXD.LO.WIDTH ` o E° m° <br /> 7700/9900 Series r— \V e $ dLa <br /> 12 <br /> Vinyl Horizontal Sliding Window <br /> A <br /> u—,z <br /> a <br /> o� <br /> e' w m Oz <br /> GENERAL NOTES d m m <br /> 2 t X is w <br /> 1. This product has been evaluated and Is in compliance with the 6th o O X g 0 <br /> Edition(2017)Florida Bulding Code(FBC)structural requirements o H <br /> u' excluding the"High Velocity Hurricane Zone(HVHZ). o a <br /> n a 0_ <br /> s 2. Product anchors shall be as fisted and spaced as shown on details. <br /> A Anchor embedment to base material shall be beyond wall dressing � � � �I m <br /> orstucco. <br /> 3. When used in areas requiring wind bome debris protection this i. m <br /> Product Is required to be protected with an impact resistant covering o 0 <br /> that comprieswith FBC Sections 1609.12&R3012.12. N N to <br /> x <br /> 4. For 2x stud framing construction,anchoring of these units sholl be the V, <br /> 5 same as that shown for 2x buck masonry construction. <br /> 4 Ntl�Llicbi';i_ -;AIfAJfcr:r;:.;'i'= 7;DES►G�_fPRESSURE S C,o <br /> •V�''pRAME';�=:;_' -+'Df:O:-.��; .GLASS:.: __ _ (�P17• <br /> a 5. Site conditions that deviate from the details of this drawing require <br /> :DIMENSIONS :.`iNEGATfVE' 0 0 <br /> further engineering analysis by a licensed engineer or registered <br /> 8 architect. 96.0"X 720" 425"X 64.0" G1 +25.0 -25.0 - <br /> c` 9"-2 <br /> 120.0"X63.0" 54.5'X 55.0" G1 +30.0 -30:0TABLE OF COMENTS SN I JypDESCCd eleV 144.0"X 48.0" 66.5'X40.0" Gl +35.0 -35.0. 1 7ypic evatrons,design pressures end general rotes <br /> 2 Horizontal cross secllors orre 4 25 73 z <br /> 3 Vert cal cross sections 132.0"X S4.0" 60.5"X 46�40.0" <br /> 0" 01 +40�+45.'O <br /> -40.0 scuE 9 <br /> N.T.S. <br /> 0 4 Buck and frame onchonng IMac.Flame Widitia .) owc JK m' <br /> 5 Buck and frame oncri ng Mac.Frame widin:96.1 96.0"X 48.0" 42.5" Gt -45.0 cxx.By, LFS 3 <br /> 6 Bill of materials,componen &glazing deialls oaw ec Ho, d <br /> y Note:Maximum frame heights and widths occur on separate units. NO- <br /> FL— <br /> 5 a <br /> dSHEET 1 aF 6 N <br /> ail <br />
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