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19-21363
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19-21363
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Last modified
1/8/2020 1:50:52 PM
Creation date
1/8/2020 1:50:50 PM
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Building Department
Company Name
SILVER OAKS VILLAGE
Building Department - Doc Type
Permit
Permit #
19-21363
Building Department - Name
MAGUIRE,COLLEEN
Address
37413 PICKETTS MILLS AVE
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oft-Lite <br /> 111 lows N:J 2 '65"i- . -2:2 <br /> o <br /> Bringing quality to light. o�o <br /> 10250PhilippParkway fl rlttt� 0 c"ry ,a <br /> Streetsboro,Ohio 44241 co <br /> m v o xzq <br /> _ N tom' Sm�w <br /> SEE CHART FOR SEE CHART FOR n Ng got tt a <br /> 8�4RCELON�4tt �- FRAME SIZES FRAMESIZES w <br /> Model "DH30" and "DH30P" ' E oz <br /> I� <br /> -- o v <br /> DOUBLE HUNG WINDOW/ <br /> "NON-IMPACT' <br /> 0 <br /> H OW <br /> o �cr <br /> GENERAL NOTESFZ <br /> 0 <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida w �// %// a a <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane <br /> Zone"(HVHZ). <br /> 3 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> e to base material shall be beyond wall dressing or stucco. <br /> 3. When used in areas requbing wind bome debris protection,this product Is required to be z. <br /> aprotected with an impact resistant covering that complies with FBC Sections 1609.1.2& U�11 N o <br /> Riot 2.1.2. Model"DH30" Model"DH30P" <br /> 4. For 2,stud framing construction,anchoring of these,units shall be the same as that <br /> shown for 2x buck mcisonry construction. <br /> _..... .MAXI <br /> _ <br /> ..r-:•_:_.-=�;:'2;:f:`.-;;`_.:-.>r': -aY_:..:M/U(ia.:i•"i :r'.--,.:':. 'DESIGN PRESSORE;(PSff= o <br /> 5. Site conditions that deviate from the details of this drawing require further <br /> a TYRE <br /> engineering analysis by a licensed engineer or registered architect. a:..-._,..__ "_."DIMENSION, ,DIMENSION `POSRIYE .;NEGATNE:. <br /> 7 <br /> "DH30" 36.0"X 720 28.125'x 32.00" G1 +50.0 -50.0 <br /> TABLE OF CONTENTS <br /> SHEET# DESCRIPTION "DH30" 40.0"X 63.0" 32.125"x 27.125" G1 +55.0 -55.0 'z <br /> .13 <br /> I Typical elevations,design pressures and general notes _ <br /> zo <br /> 2 Hodzontal cross sections a+� 9/19 17 <br /> 3 Vertical cross sections "D=' 54.0"X 76.0" 46.25"x'34.0(r GI +35.0 -35.0 scut N.T.S: m <br /> g4 Buck and frame anchoring m+e• JK <br /> 5 Components "DH30P" 40.0"X 63.0" 32.125"x 26.625" G1 +55.0 -55.0 ftSHEEr.. @(9 <br /> 3 <br /> 6 BT of materials and glazing detail <br /> n <br /> "DH30P" 54.0"X 76.0" 46.25"x 33.125" G1 +30.0 -30.0 <br /> G <br />
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