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19-22051
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19-22051
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Last modified
2/17/2021 11:29:32 AM
Creation date
2/17/2021 11:29:29 AM
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
19-22051
Building Department - Name
HINEMAN,WILLIAM & MARGARET
Address
37335 DERBYSHIRE DR
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ffiWINDOWSOLUTIONSis- 08 <br /> _ xt <br /> 4901 Oak Fair B vd.,Tampa,.Fi.3361 Q —" 75.13'MAX OVERALL FLANGE WIDTH +n, ,» o �.Z <br /> �� U N'_ <br /> 7e MAX.OVERALL FRAME W,DTH 1 b <br /> 60 f°24 <br /> Series 9+00,0 Model 9550 <br /> M <br /> Slier X � � - - -= z <br /> �� <br /> IMPACT RATER Ir <br /> w/Flange <br /> GENERAL NOTES . <br /> _= 1. This product has been evaluated and is in compliance with the 6tt1 Edition(2017) <br /> Florida Binding Code-(FBC)structural requirementsexciuding the"High Velocity ¢ 0 4 <br /> Huntcane.2one°(fivHZ). a <br /> yc �in r <br /> a 2. Product anchors shall be as listed and spaced as shown on details.Anchor �.s a°? <br /> = embedment to base material shall be beyond wall dressing or stucco. m <br /> n 3. When used In area requiring wirxi borne debits protection this product r o 4 <br /> / 1 <br /> complies with FBC Sectlons 1609.1.2&R3612.1I and does not require an <br /> a impact resistant covering.This product meets missile level'V and includes Wind <br /> Tone 4 as defined in ASTM E1996 and FBC Sections 1 W9.1.2.2&R301.2.1.2.1. 21 <br /> .... —._,...-----._..._..,.. iz <br /> 4. For 2x stud framing construction,anchoring of these units sholi be the some as z <br /> that shown for 2x buck masonry construction. <br /> rL.o�,a <br /> a 5. Site conditions that deviate from the detals of this drawing require further ITM r p <br /> engineering analysis by a t'censed engineer or registered architect. <br /> N'N N Q <br /> - MAX OVERALL MAX OVERAU DESIGN PRESSURE'.: o i <br /> _• MAX, A4Air i <br /> TABLE OF CONTENFS FiANGF': d1MEFRN ION DAY trTE. DAY LITE'`+ GSASS <br /> SHEET# pESCRtPT10N' : . DIMENSION, DJMEN I}N lYP P{TS. ft S,f7 NEG.,, <br /> DIMENSION. E <br /> T T ,cal elevattons,deS,gn sst;res&general notes faPERA$tE];` (Rt[Ett WV 2 a 9 <br /> 2 Vertical&horimntol cross sections 75.125"X 44.12V 74 Q"X WY' 33.V X 57.3r 33.625'X 5VT GI +50.0 .60.0 sme N.T.S. <br /> 3 Vertical&horizentd cross sections Una en ,k m <br /> s 4 Buck&frame anchoring 75.125"X 73.12V 74V X 72.0" 33.W X 66.W 33.625"X 67.75' Gt +45.0 -50.0 LFS I3 <br /> Components <br /> v <br /> G Bi of materlals and lazing detoils FL-16842.4 0 <br /> ._._._. sxm 1 a- fi - <br /> V <br /> CC <br />
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