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19-20975
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2019
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19-20975
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Last modified
1/14/2020 11:51:19 AM
Creation date
1/14/2020 11:51:17 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-20975
Building Department - Name
CARLE,EDWARD & DEBRA
Address
5847 12TH ST
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NewSouth -z <br /> LCINDOWSOLUTIONS15 <br /> $* rmM <br /> 4901 Oaklatr Ivd.,T(Impa,FL 33610 �'r'rr r n% <br /> 75"MAX.OVERALL FLANGE WIDTH----------- ^ a ' <br /> li z 0-4 <br /> 74'MAX OVERALL FRAME WIDTH ------ cQi E g 9 <br /> Series 9000 Model 9550 5, <br /> g <br /> ay <br /> SLIDER XO —^ - -_--- n a. �y <br /> r � 3 <br /> IMPACT RATED - HVHZ <br /> w/Flange i W <br /> N GENERAL NOTES m rS i F w <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida a i $ i Ad <br /> Building <br /> Code(FBC)structural requirements Including the'High Velocity Hurricane Zone" <br /> 8 2. Product.anchors sholl be as listed and spaced as shown on details.Anchor embedment to ^ $ 4 <br /> Ebase material shall be beyond wall dressing or stucco. a <br /> Vi 3. When used in the"HVHr this product complies with Section 1626 of the Florida Building Code > m <br /> 3 and does not require an Impact resistant covering- _ <br /> 4. When used h areas outside of the 9iVHT'requiring wind borne debris protection this product a �I <br /> � �Gu <br /> g complies with FBC Sections 16DP.1.2&R3D1.2.1.2 and does not require on impact resistant ;;--I! <br /> N <br /> covering.This product meets missile level Vend includes Wind Zone 4 as dellned In ASTM -- $ <br /> 5 El996 and FBC Sections 16M.1.2.2&R3012.1.2.1. W= z <br /> N <br /> 5. For 2x stud Earning construction,anchoring of these units shag be the some as that shown for e�ci� W <br /> 2u buck masonry construction. o Q�c o W <br /> � ti <br /> 6. Site conditions that deviate from the details of this drawing require further engineering analysis 819 <br /> by a licensed engineer or registered architect. u <br /> 7. This product meets water infiltration requirements for"HVHZ". <br /> ry b�NlW- f <br /> i TABLE OF CONTENT a a ry u <br /> a. hlAX0VE"U MU...OVF.RAU MAX MAX.. 17ESIGNIREME Z c <br /> TNEETI DESCRfPf10N DAY LF DAYLITE GLASS. •n ry <br /> FLANGE FRAME DIAMU N DIMENSIOk <br /> 1 Typical elevations,design pressures&general motes TYPE' <br /> F 2 Vertical&hodudoll cross sections >a!MENsIO!V' DrMEiAroN'. RA4lk7,.:. ..:{FIXED). ►OS. NEG. k"`- E <br /> N.T.S. <br /> 9 3 Vertical&horbvdal cross sections 7sAr'x 64.W 740 x 63.0' 33,57 x 57.31" 332r x 5&W 01,02 +55 4 -60 0 DW BEgo <br /> ' JK m <br /> 4 Buck&frame anchoring 6 Bill o materials and glazing details Note:Thus product.when used with Gl glaring,Is not approved for use above 30 feet In the"HVHZ'. <br />
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