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21-1312
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2021
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21-1312
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Last modified
5/9/2022 1:38:10 PM
Creation date
5/6/2022 1:17:12 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
21-1312
Building Department - Name
WEINGART,GARI & SANDRA TRUSTEE
Address
7908 KAY MARIE AVE
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%%%yt* tt JJ/4 <br /> 31.75'MAX.OVERALL FIN WIDTH y=O '—o•� <br /> = z, <br /> '3501 CR 6 EAST 30.00'MAX.OVERALL FRAME WIDTH <br /> ELKHART, Itd 46514 y:; '$°'' <br /> �,. t qqa��n <br /> SERIES ��®08-R tl.id jf�j i � �d �� maa� <br /> a4LlIlV�IN UM ,/ERTICAL 4 <br /> VVINDO1� <br /> SLLL3 �I+� (? <br /> i . <br /> w/ NAILING. FIN � _ <br /> cl <br /> GENERAL NOTES <br /> m 1. This product anchoring drawing has been tleveloped incorriplanca with the 61li Edition <br /> (2017),Florida Building Code(FBC),excluding the"High Velocity Hunicorie:Zone.See the <br /> Cerfification Agency Certificate for sires,specifications and ratings. <br /> .^o n a. .n. <br /> w 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to <br /> base material shall be beyond wall dressing,stucco,foam.brick and other wall coverings, i <br /> 3. Wood screws shall be installed following installation instructions of ANSilAF&PA NDS 20.15.Alt 4 <br /> other fastener types to be Installed following fastener manufacturer's installation instructions. 04 <br /> ' 4. Fastener embedment depths,edge&lances and center-center distances shall be as ��I I t2En <br /> g• specified by the fastener manufacturer but in no instance shall they be less than shown in this i w 8 0 <br /> �. <br /> drawing. ———— <br /> 5. Where shims are used,they must be a'dgld I stiff"material that complies with the o <br /> requirements of the FBC. W y <br /> g 6. Positive and negative design pressure requirements for use with this drawing shall be S M Z <br /> determined by others for specific jobs in accordance with the governing code. °rx <br /> 19 <br /> • 7. Site conditions not covered by this drawing are subject to further engineering analysis. <br /> i <br /> rho. y cei <br /> TABLE OF CONTENTS• _ —02 10 12 <br /> SHEEf9 DESCR1PflONOVERAI.4`' tiVERACL:::P_:i(1ESIGN PRESSURE<'(PSFj o <br /> 1 T at elevation,des assures& nerd notes <br /> : ':F1Nr.';:;,:;' RAJNIE <br /> `.;;;;:.=` = scuE N.T.S <br /> 2' Horizontal&verlicaitxoss sections&b11 of materials " `bIMMSIGN- ,'.DIM ENSION',4:'.:F051ffVE.• NEGATIVE. °N&�: JK o <br /> 3 Horizontal a vertical cross secBons and glo zing detaB a tc�` US a <br /> a Buck&frame anchoring 31.75"ic.6Tb2" 30.00"1c 60:00 +40.0• -4Q.0 <br /> FL-993.8• a <br /> N o _' <br />
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