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19-21989
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19-21989
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Last modified
3/24/2021 12:46:00 PM
Creation date
3/24/2021 12:45:58 PM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-21989
Building Department - Name
HENDRICKS,GLENDA
Address
6152 SILVER OAKS DR
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W <br /> W Z O <br /> O <br /> pF c oM 8 <br /> WOOD SYP #2 (G = 0.55) STEEL AND ALUMINUM ax _°8 1 <br /> Anchor Description Maximum z w m o <br /> p Max. Anchor Description Maximum �� W � = 1= <br /> Min. Min. Anchor p Min. Min. Anchor W Zd E m m <br /> Dia. robed E.D. Span Spacing Dia. robed E.D. Span Spacing c�i U � a <br /> Manufacturer Part Number (inches) Manufacturer Part Number (inches) y < a <br /> inches inches �� Q � <br /> 00 <br /> Spax Self Drilling Screw 2" :Y4" Self Drilling Screws note 2 YZ" = 3 <br /> y° 113 12' ;' y° 113 122 <br /> Spax �aaamttaa►a Y4'-14 TEKS <br /> U <br /> J Panelmate (Male or Female) 2" 3Y4" Self Drilling Screws note 2 Y2" _ <br /> __y4" 113 6 �" 113 12;i a N m o E <br /> Elco — <br /> U o � chr. <br /> Panelmate Inserts 1 5/s" 1Y4" Self Drilling Screws note z YZ' Q Cb <br /> y4 113 6 y° 113 122 c ;-0�o <br /> EICo � rY;��l4 TEKS Co o 0 m <br /> 81 <br /> E <br /> E <br /> NOTES: °) r <br /> 1. Maximum spans designed to +60 psf/-60 psf. .0 0 <br /> NOTES: <br /> 2. Caulk or sealant is recommended for all penetrations 1. Maximum spans designed to +60 psf/-60 psf. 00) <br /> 2. Provide longer fasteners if required to allow for <br /> into a wood substrate. ,,'0aaa E a ! <br /> 3. Provide longer fasteners, if required, to allow for thickness of non-structural finishes such as stucco, 000R e4s,'ram <br /> plaster, brick, stone, siding, etc. ce"SF''�9ti <br /> thickness of non-structural finishes such as stucco, 4 No 09814 <br /> plaster, brick, stone, siding, etc. 3. Screws shall extend past metal at least X". o <br /> 4. All anchors to be as specified. 4. All anchors to be as specified. ds STATE of •=� <br /> 5. Design as per NDS 2015. 5. Edge distances and embedments are minimums. �� '�''coR1o?: `;�'� <br /> 6. Douglas Fir- Larch is an acceptable alternate. �•,,,,,,,,,,a�` <br /> 7. Edge distances and embedments are minimums. <br /> THEOOOR,1111BERMAN,P.E <br /> ANCHOR TABLES y'�'° <br /> DATE: 12/18/17 <br /> SCALE: N.T.S. <br /> SHEET: 7 of 8 <br />
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