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21-1354
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21-1354
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Last modified
5/9/2022 1:44:20 PM
Creation date
5/6/2022 1:51:15 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
21-1354
Building Department - Name
MEEKS,JAMES & KELLY
Address
37609 COREY LEWIS AVE
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% <br /> �` .- � n <br /> 31.75 MAX.OVERALL HN WIDTH <br /> 3501 CR 6 EAST <br /> 30.0-MAX.OVERALL FRAME WIDTH Ql', <br /> ELKHART, IN 46514 �y,• :'�� °n01m <br /> za <br /> O0 �———— <br /> aq.r� <br /> 0 <br /> SERIES 18000—R VS ��'— Ng 9aoa0. <br /> maa9! <br /> ALUMINUM VERTICAL E-� -_ � <br /> SLIDING WINDOW I ® I sa <br /> w/ NAILING FIN I 3 <br /> i oz <br /> "NON-IMPACT" I ��� I 15 3 ZU <br /> J j <br /> 3 GENERAL NOTES > < <br /> o w <br /> 1. This product anchoring drawing has been developed in compliance with the 7th Edition 'O I d <br /> (2020)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the I / I o <br /> Certification Agency Certificate for saes,specifications and ratings. g <br /> o I a a a <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to I I a <br /> base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. I I o> >m <br /> I I <br /> 3. Wood screws shall be installed Following Installation instructions of ANSI/AF&PA NDS 2015.All I I <br /> g other fastener types to be Installed following fastener manufacturer's installation instructions. j- 1 <br /> 4. Fastener embedment depths,edge distances and center-centeurer n no rdistances shall be as I I wspecified by the fastener manufact but i instance shall they be less than shown in this I N odrawing. I iE N <br /> - <br /> 5. Where shims are used,they must be a'tlgid/stiff'material that compiles with the o o <br /> requirements of the FBC. <br /> S oov'o . <br /> 6. Positive and negative design pressure requirements for use with this drawing shall be <br /> a determined by others for speck jobs in accordance with the governing code. N^2= <br /> O N N Q J <br /> 7. Site conditions not covered by this drawing are subject to further engineering analysis. o N w 3 <br /> v = <br /> _ mnminZ a <br /> 0 <br /> TABLE OF CONTENTS wrE 02 10 T 2 Z <br /> W SREErti DESCRIPTION -OVERALL . OVERALL. .-..:DESIGNP.RESSURE:�Sf) g <br /> 1 T icaI elevation,desl n pressures&general notes N.T.S. <br /> z _:`.`.;:FIN. .:.(,' ,- .FRAME '- ,. sots 5 <br /> 2 Horizontal&vertical cross sections&bill of materials QIINENSION'.._ ;DIMENSIOfd ::POS(i1VE'' NEGATIVE : o^o•BY: JK m <br /> cwc sr: LFS 3 <br /> 3 Horizontal&vertical cross secfions and glaring detail x 61.62" 30.0"x 60.0" +4Q,0 -40:0 oxnwnc uo.: a <br /> 4 Buck&frame anchoring N <br /> FL=993.8 c <br /> N <br /> v sir 1 OF 4 <br /> v <br /> d <br />
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