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19-22015
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19-22015
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Last modified
2/17/2021 11:12:01 AM
Creation date
2/17/2021 11:11:59 AM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-22015
Building Department - Name
BOURGEOIS,ROBERT & CYNTHIA
Address
6540 FOXMOOR DR
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- SEE CHART FOP.FRAMESIZES <br /> _... - Noy, �fsrr m <br /> Oft.L ite, <br /> flltfrill . N d / il+ /4 ryr��''••, „ \1 Ai,, <br /> ) tdAYJ <br /> :T3 ,7a N a Co;wm aziQ1G ; � <br /> . I r U(Y <br /> I OM Ph Tipp Padway m ,/��f O <br /> a ca z° <br /> Streetst�om,Ohio 44241 0 p <br /> G <br /> S N �C! <br /> Model .rrTiJ7L30" <br /> SLIDING WINDOW 1/3'•1/3,10, <br /> SEE CHART FOR FRAME'tiIZES <br /> . o <br /> "{SON-IMPACT' � <br /> 6co / o <br /> GENERAL NOTES. <br /> i, This product has been evaluated and is in compliance with the 6th Edition O f m <br /> (2017)Florida Buliding Cade(FBC)structural requirements excluding the <br /> "High Velocity Hurricane Zane 1MVHZ), g <br /> 2, Product anchors shalt be as listed and spaced as shown on details,.Anchor <br /> embedment to base material shall biz beyond wall-dressing or stucco. �t t ` <br /> 4 an <br /> 3. When used in areas requiring wind borne debris protection:this product is _ -- — <br /> required to be protected with an impact resistant covering that compiles 12 <br /> with FBC Sections 1609,T.2&R301.2.1,2. 1/4.112.114_ 4 <br /> 4, For 2x stud framing construction,Anchoring of these units shalt be the same <br /> as that shown for 2x buck masonry COnstn7Ctt011. -- <br /> tilie; „A7AX;_ - :.utsiQi�'eissu <br /> .devicte from the Metals of this drawing require further 'GLASS'. - tt <br /> 5. Site conditions that GQNFtGU[tATfQN::;':' FRA'Mt? Ft. <br /> ' �€t�=:.::'.. .;. ;; `.,�. r-engineering analysis by a tiaestsed engineer ar regis#erect architect. t?i13ENstOt+t: TYt'&=: .FQSit YE GP f2Y 0 5 <br /> 1/3,.1/3-1l3 11I.T X 63.t1" 32.75"x 54.25" G1 +40.0 -40.0 z <br /> 8 TAKE Of CONTEMS ^7 c <br /> SttFEr# DESCRfPttON 2;4.2$*x54,25 G2 +4 .Q e40.Q —10/08/1 S <br /> i T jca elevations,design reseures an gonara notes <br /> 1/4-1/2-1/4 111,0'.X_6&0" 44.75 O <br /> "x54.25" <br /> 2 Horizontal cross sectionsawo,sr� F <br /> 3 Vertical cross sections 1/3-1l3.1/3 96,Q"X 44.a' 27.75"X 35.25" c1 +50,Q ±4'5."Od <br /> cNx.�: �� <br /> d Back and kame an ring oa w"'tm <br /> 114-1/2.1/4 96.01X44.4" 42.75"x35,25° Gt +45,0 Ft-157t17,76 0 <br /> 5 Corn onenis 42.75"it 35.25' <br /> 6 e l o materials qno ar ng Mull <br />
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