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2014-00208 (new structure)
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2625 Cascade Lane - 33-118-23-11-0116
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2014-00208 (new structure)
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Last modified
8/22/2023 4:44:58 PM
Creation date
2/18/2016 2:38:28 PM
Metadata
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Template:
x Address Old
House Number
2625
Street Name
Cascade
Street Type
Lane
Address
2625 Cascade Lane
Document Type
Permits/Inspections
PIN
3311823110116
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FLOOR SYSTEM,TYPE, <br /> SIZE,AND SPACING TO BE FLOOR TO SILL <br /> DETERMINED BY OTHERS CONNECTION AT <br /> Yz"�d ANCHOR BOLTS w/NUT&%"THICK EACH MEMBER SEE <br /> x 2"(D OR SQUARE WASHER SEE S11 TABLE BELOW <br /> FOR SPACING (7" EMBED MIN) WASHER TO BE <br /> -METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ <br /> INSTALLED AT MANUFACTURER TOP OF SILL PLATE <br /> EQUIVALENT SPACING <br /> RIM BOARD OR BRACING <br /> MATERIAL BY OTHERS - • a SEE FULL HEIGHT WALL <br /> 2x6 SILL PLATE MINIMUM � g ' SECTION ON S7 FOR <br /> SLOPE GRADE AWAY � ' FOUNDATION WALL <br /> FROM FOUNDATION _ �' � I I ; I I I • �• � � REQUIREMENTS <br /> TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** <br /> CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE <br /> (SEE S7) SPACING SAND SANDY CLAY CLAY <br /> (30 PSF/FT) 45 PSF/FT 60 PSF/FT <br /> 16" A A B <br /> 19.2" A A B <br /> 8'-0" <br /> 24" A B C <br /> 16" A B C <br /> 9'-0" 19.2" A B D <br /> 24" A C D <br /> 16" A C D <br /> 10'-0„ 19.2" A D D <br /> 24�� B D D <br /> CONNECTION A (4) 0.131"QJ x 3"TOP NAILS AT EACH MEMBER <br /> CONNECTION B (4) 0.148"fd x 3"TOP NAILS AT EACH MEMBER <br /> CONNECTION C (2) 0.131"QJ x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT <br /> EACH MEMBER <br /> (2) 0.131"QJ x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON FWANZ' OR SIMPSON U2.1/4 OR <br /> CONNECTION D SIMPSON U2.37/4 OR USP LJG�" OR 2 SIMPSON A35s"`/2 USP MPA1s"'AT EACH MEMBER <br /> ` FWANZ TO BE USED WITH A MIN. 1Ys"OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, <br /> FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. <br /> " LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. <br /> `*'MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2) SIMPSON A35s/(2) USP MPA1 s. <br /> ""CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A <br /> STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. <br /> 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> GUIDELINE DRAWINGS <br /> FLOOR BEARING CONNECTIONS Project: <br /> T & J Concrete & Masonry, Inc. <br /> 9100 Baltimore Street NE#105 <br /> Ciry: State: MN Zip: <br /> 3ao�K�ime��a�eNonn Blaine, MN 55449 <br /> s��tea Project Number: 4.001 �� O <br /> Piymo�cn,MN ssaa, Drawing Date: Januarv 1.2014 <br /> Tei s,zaoa-3s�z Client• <br /> www.hansan rou mn.com Sheet: 10 of 15 <br /> � COPYRIGHT HANSON GROUP LLC 2014 <br />
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