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2003-P05950 - new structure
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665 Ferndale Road North - 36-118-23-11-0003
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2003-P05950 - new structure
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Last modified
8/22/2023 5:00:04 PM
Creation date
9/1/2016 2:26:15 PM
Metadata
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Template:
x Address Old
House Number
665
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
665 Ferndale Road North
Document Type
Permits/Inspections
PIN
3611823110003
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Updated
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MATERIALS �� <br /> CONCRETE� 3000 PSI 2 28 DAYS 1, PRIDR T� BACKFILLING, FDUNDATIDN <br /> AGGREGATE; FTG - 11/z" MAX WALLS MUST BE LATERALLY <br /> WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION <br /> REINFORCING� ASTM A615 GRADE 40 FOR #4 BARS AT BDTH TOP AND BOTT�M OR BY <br /> ASTM A615 GRADE 60 FOR �5 � GREATER BARS ADEQUATE TEMP�RARY BRACING. <br /> BACK GRANULAR & LIGHTCLAY - GROUP II 2. USE A MINIMUM OF C2>1/z"� x 8" A.B, <br /> FILL� EQUIVALENT FLUID PRESSURE w/ <1> NUT & WASHER DR A SIMPSON <br /> C7eq > = 45 PCF MAB15 ANCHOR F❑R EACH PORTION OF <br /> GRDUP BASED ON C❑DE, SEE S-5 SILL PLATE, PLACE A ANCHDR WITHIN <br /> 12" ❑F EACH END. <br /> 3, MAXIMUM WALL LENGTH ALLOWED WITHOUT <br /> 2x10 FL❑�R SYSTEM A CONTROL J�INT IS 50 FEET. <br /> 2x JDISTS 2 24"o,c, MAX. 4, FOUNDATION DRAIN TILE MUST COMPLY <br /> SPACING BY OTHERS w/ UBC APPENDIX 1824,3 & 1824,4 ❑R <br /> AN APPROVED EQUAL. <br /> 1/2" � x 8" A,B, 5, SEE Sl F�R FURTHER N❑TES & <br /> W/Ci) NUT & WASHER CONSTRUCTION GUIDELINES, <br /> e 32"O.C. OR SIMPSON WALL VERT REINF. <br /> MAB15 2 24"D.C. ❑R THICK REINFORCING BACKFILL <br /> APP'D EQUAL SIMPSON A34 <br /> ANCHDR W/4 8d 8 IN � #6 e 36" O,C. SAND/CLAY <br /> 2 x 6 TREATED NAILS EACH LEG 10 IN NONE SAND/CLAY <br /> W❑OD PLATE N,S & F.S �F JOIST �NO VERTICAL REINF�RCING IS REQUIRED <br /> I-J�IST FL❑�R SYSTEM FOR 5000 PSI CONCRETE, <br /> TJI JOISTS 2 24"o.c. MAX SEE DETAIL� � <br /> SPACING BY ❑THERS <br /> " " SL❑PE <br /> GRADE AWAY r <br /> 1/z � x 8 A.B, FR�M FDN. � _ <br /> W/Cl) NUT & WASHER � ° / <br /> e 32"O.C. ❑R SIMPS❑N , �_�I�- <br /> MAB15 2 24"❑.C. OR ; J�IST HANGER CUSPJL26R �I I�;,I I I-1 <br /> APP'D EQUAL DR SIMPSON LU26R) SEE TABLE <br /> ` lOd NAILS TD PLATE & �4) �4 HORIZ, FOR VERT <br /> 2 x 6 TREATED a ND NAILS IN FLANGE ° REINFORCING <br /> WOOD PLATE BARS <br /> .. <br /> ° THICK � <br /> .. <br /> TRUSS FL❑❑R SYSTEM v <br /> TRUSSES 2 24"o,c, MAX a 2"CLR -� <br /> SPACING BY OTHERS <br /> �4 x 2'-0" <br /> e <br /> DOWELS e <br /> 1/z" 41 x 8" A.B, 36" O,C. FL❑OR <br /> W/Cl) NUT & WASHER SLAB <br /> 2 32"D,C, OR SIMPSDN DRAIN e � o <br /> MAB15 2 24"�,C, OR TILE � <br /> APP'D EQUAL SIMPSON A35 ° . � <br /> ANCH❑R W/6 8d � ° <br /> 2 x 6 TREATED � NAILS EACH LEG 8" x 18" FTG, <br /> WODD PLATE N.S & F,S ❑F TRUSS CMIN) <br /> WALL SECTION <br /> couM�ss�oN No. G R 0 U P I I <br /> LUNDGREN BR�THERS C�NSTRUCTIDN o2001 ULTEIG <br /> 9' WALL <br /> 545 INDIAN M❑UND EAST o��+ �' NGINEERS INC� u�r��c � S - 2E <br /> W A Y Z A T A, M N 5 S 3 91 JH 5201 Enst RNer Rond Su�te <br /> CHECKED B'� M�nneapol�s, MN 55421 O 1/01/0 2 <br /> P h o n e� C 9 S 2� 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fnx 952-472-4761 <br />
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