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20-880
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20-880
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Last modified
2/27/2022 2:41:41 PM
Creation date
2/27/2022 2:41:40 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-880
Building Department - Name
MORRIS,ROBERT & LOLA
Address
39042 7TH AVE
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- oft.-Lite <br /> =_; 9 <br /> Z 4��y� :.N y <br /> irldo TAT s SEE CHART FOR ��:. Z <br /> AM <br /> FRE SIZES ��''••. ..' ``��� o m m <br /> Bringing quality to tight. �{ '�, * �.� <br /> Ana, r �� <br /> 10250 Philipp Parkway � �N m z° <br /> Streetsboro,Ohio 44241 v v o X i.4 <br /> o a <br /> "BARCELON�4'° "n s m <br /> i aNr mda� <br /> E o <br /> Model "SH30P" z <br /> cis <br /> a 3�1d <br /> SINGLE HUNG WINDOW <br /> / A <br /> NON-IMPAcr' <br /> LL <br /> GENERAL NOTES <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida a a <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane <br /> Zone"(HVHZ). / m <br /> 2. Product anchors shall be as rated and spaced as shown on details.Anchor embedment <br /> to base material shall be beyond wall dressing or stucco. <br /> 0 <br /> 3. When used in areas requiring wind bome debris protection,this product is required to be V) <br /> protected with an impact resistant covering that compries with FBC Sections 1609.1.2& ei o <br /> R301.2.1.2. rn <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that � <br /> shown for 2x buck masonry construction. <br /> _ w <br /> __'_MAX._' `.: MAX.=__` "= '.DESIGN RRESSURE(PS ¢ i 5. Site conditions that deviate from the details of this drawing require further GtrgSS .- _ <br /> en ineerin ano s b a licensed engineer or registered architect. -. FR/CME `_ D. <br /> 9 9 Y td 9 _ DIMENSION'__ :__DIMENSION-._' TYPE_ POSITIVE; ,NEGATIVE w <br /> - z <br /> =¢ <br /> TABLE OF CONTENTS 32.0"X 84.0" 25.62"x 37.00" G1 +45.0 -45.0 b m <br /> s SHEETB DESCRIPTION z <br /> lu <br /> 1 Typical elevations,design pressures and general notes 40.0"X 96.0" 33.62"x 43.00" G1 +30.0 -30.0 DAm- 9126117 °z <br /> 5 2 Horizontal cross sections ii <br /> 3 Vertical cross sections 40.0"X 63Z 33.62"x 26.50" G1 +55.0 -55.0 scA� N.T.S. <br /> 4 Buck and frame anchoring M.BY. JK m <br /> 5 Components cxs.ev: LFS 3 <br /> 6 Bill of materials and glaring detail 54.0°X 76.0" 47 S'x 33.00" GI +45.0 -45.0 Dw,wum No: <br /> FL-23505.4 0 <br /> n <br /> sx fr 1 of 6 N <br /> 6 <br /> a <br />
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