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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
Supplemental fields
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Updated
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� MATERIALS NOTES <br /> CONCRETE� 3000 PSI 2 28 DAYS 1, PRIDR TO BACKFILLING, FDUNDATION <br /> AGGREGATE� FTG - 11/2" MAX WALLS MUST BE LATERALLY <br /> WALLS - 3/4" MAX SUPPORTED BY FLODR CDNSTRUCTION <br /> REINFDRCING� ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BDTTOM OR BY <br /> ASTM A615 GRADE 60 FDR #5 & GREATER BARS ADEQUATE TEMPORARY BRACING, <br /> BACK 100% GRANULAR - GROUP I 2. USE A MINIMUM OF <2>1/z"0 x 8" A.B, <br /> FILL� EQUIVALENT FLUID PRESSURE w/ <1) NUT & WASHER OR A SIMPSON <br /> <Yeq > = 35 PCF MAB15 ANCHOR FOR EACH PDRTIDN OF <br /> GRDUP BASED ❑N CODE, SEE S-5 SILL PLATE, PLACE A ANCHOR WITHIN <br /> 12" OF EACH END. <br /> 2x10 FLO�R SYSTEM 3. MAXIMUM WALL LENGTH ALL�WED WITHDUT <br /> A C�NTROL J�INT IS 50 FEET, <br /> 2x JOISTS 2 24"o,c, MAX, 4. FOUNDATION DRAIN TILE MUST COMPLY <br /> SPACING BY �THERS w/ UBC APPENDIX 1824,3 & 1824,4 OR <br /> AN APPROVED EQUAL, <br /> 1/2" � x 8" A,B. 5. SEE Sl FOR FURTHER N�TES & <br /> W/Cl) NUT & WASHER CONSTRUCTION GUIDELINES. <br /> 2 48"O.C. OR SIMPS�N <br /> MAB15 2 32"D,C, �R WALL VERT REINF, <br /> APP'D EQUAL SIMPSON A35 THICK REINFORCING BACKFILL <br /> a ANCHOR W/6 8d g IN � �6 e 36 O,C, SAND <br /> NAILS EACH LEG �� <br /> 2 x 6 TREATED N,S OR F,S DF J�IST 10 IN NONE SAND <br /> WODD PLATE �NO VERTICAL REINFORCING IS REQUIRED <br /> FOR 5000 PSI CONCRETE, <br /> I-J�IST FL�OR SYSTEM SEE DETAIL � \ <br /> TJI JDISTS 2 24"o.c, MAX <br /> SPACING BY OTHERS SLOPE <br /> GRADE AWAY <br /> 1/2�� � x 8" A,B. FR❑M FDN. � a <br /> W/Cl> NUT & WASHER � SEE TABLE <br /> e 48"O.C. DR SIMPSON �I I���I I I���I e FOR VERT. <br /> MAB15 C 32"O.C. ❑R ; J�IST HANGER CUSPJL26R -"'- REINFORCING <br /> APP'D EQUAL DR SIMPS�N LU26R> <br /> • ; lOd NAILS TD PLATE & ° <br /> 2 x 6 TREATED N� NAILS IN FLANGE <br /> WDOD PLATE C4) �4 HORIZ. >c <br /> BARS ❑N TIES " THICK � <br /> .. <br /> D � <br /> TRUSS FL��R SYSTEM � <br /> o� <br /> TRUSSES Q 24"o,c, MAX <br /> SPACING BY ❑THERS �4 x 2'-0" ' <br /> DDWELS 2 FLDOR <br /> 1/2" � x 8" A,B. 72" �,C, SLAB <br /> W/Cl> NUT & WASHER DRAIN d � v <br /> 2 48"D.C, OR SIMPS�N TILE � <br /> MAB15 Q 32"O.C, DR � e <br /> APP'D EQUAL SIMPSON A34 ° 8" x 18" FTG, <br /> ,. ANCHOR W/4 8d CMIN) <br /> 2 x 6 TREATED ' NAILS EACH LEG <br /> WO�D PLATE N,S & F,S OF TRUSS W A L L S E C T I�N <br /> �°�"'�'°" "°. ULTEIG GROUP i <br /> LUNDGREN BROTHERS CONSTRUCTION o2ooi <br /> 545 INDIAN MOUND EAST o�WN � ENGINEERS INC� u�rEic �„� 9' WALL <br /> W A Y Z A T A, M N S 5 3 91 JH 5201 Enst R�ver Road Su�te S - 2D <br /> P h o n e � C 9 S 2> 4 7 3-0 9 9 3 CHECKED 6Y Minneapolls, MN 55421 O 1/O 1/0 2 <br /> .1HD Phone 952-472-4746 Fnx 952-472-476 <br />
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