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SEE CHART'FOB ?ttf:a z' er,o <br /> J I L�O YV S' FRAMESIZES <br /> Bringing c�uatiry.Io Izgkt. �fr��;„n r tt��'`� z am o <br /> 10250 Philipp Parkway. • : . - •• ' . . . .. cat N•:Z <br /> Streehboro,Ohio A4241 P > $ a o z <br /> a ro .9 �w <br /> an a:a, <br /> BARCELONA .. ,�� \i <br /> c° <br /> j E 0 <br /> Model "PtV30" a N: <br /> PICTURE- WINDOW <br /> "1V0WWPACT' z z� <br /> oz <br /> w w <br /> o: <br /> GENERAL NOTES w a c) <br /> .. y 0W:. <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" <br /> (HVHZ). m. <br /> 2. Product anchors shall be as listed and spaced as shown on details..Anchor embedment <br /> to base material shall be beyond wall dressing or stucco. <br /> 3. When'used in areas requiring wind bome'debris piotecfion,thts product is required to be f <br /> protected with an impact resistant coyering that complies with FBC Sections•1609.1,.2& o <br /> R301.2.1.2. ur <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that <br /> shown for 2x buck maionry construction. <br /> 5. Site conditions that deviate from the'details of this drawing require further i <br /> engineering analysis by a licensed engineer or registered architect. MAX.; :, MAX. DESIGN PRESSURE'(PSF) <br /> FRAME. D.L.0J GLASS' '..... r < <br /> RIMENStON..'. DIMENSION ��E POStRVE 'NEGATIVE o h <br /> TABLE OF'CONT00. <br /> SHEEN DESCRIPTION +65, , -65.0 Z. y <br /> 48 0"X 63 0" 41 56"x 56.56" GI .0 <br /> g 1 : Typical elevations,design pressures and general notes DAM 10/08/17 <br /> 2 Horizontal cross sections 4B.O"X 76.0" 41.56"x b9.56" G1. +50.0 -50.0 sca>F: N,T.S. . <br /> 3 Buck and frame anchoring DING.BY. JK m' <br /> g 4 Buck and frame anchoring 72.0"X 7iW 65.56"x 65.56" G2 +45,0 45,0 aw.ey; � 3 - <br /> 5 Buck and frame anchoring a <br /> - -c - 6 Btu of materials, <br /> ND- <br /> ,components and glaring detail. - <br /> 4 FL-7$768.12 a <br /> sxsEr I or s � <br /> 0 <br />