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HomeMy WebLinkAbout76.215 - Foundation Plan2 X 4 STUDS (EXISTING HOUSE WALL) 1 X4 X7IW P.T. BLOCKING @ 24' O.C. 2- 318.0 X MIN 6 1 t2' LAG BOLTS @ S' GALVANIZED JOIST HANGERS P.T. 2 X 8 JOISTS @ NOTES: PT.2 X 8 BOX DECK ATTACHMENT DETAIL NOT TO SCALE 12"0 CONC. FILLED SONOTUBE 4'-0' MIN. BELOW GRADE (TYP.) 71 g 6' -2 - PRE -CAST P.C. BULKHEAD ENTRY 1. ASPECT RATIO: L=38 W=36 A= 1.06 2. ANCHOR BOLTS: 5/8" ANCHOR BOLTS WITH 3 X 3" x 1/4" PLATE WASHER @ 45" O.C. EMBED IN CONC. 7" MIN 3. INTERIOR BASEMENT AREA= 1111 SF 4. ALL CONCRETE TO BE A MINIMUM OF 2500 PSI STRENGTH AT 30 DAYS. 5. OWNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND CONFORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. 16'-0" OF ISM 2'8"X6'-6'- �— DooR I .-r ycv r--------------------------------1 _ = r -----i-----------(----------- I P.T. x8JOI TS @ 16 O.C. I I �" t � � t •I , � � I ' 1 3 2x12s WOOD BEAM ON A I I BEAMPOCKETMIN4" BEARING r-- f ---1 =_-_� X 4 FRAME TO FILL OPENING I I I I S�pN�Z pF h5FIELDVERIFYTHAT I I PROPOSED 12" DEEP C. CHIMNEY FOOT] i, I DIMENSIO OCATIOA MATC EXISTIN I ',� PpP\pSY I 2 TjVE LOCA v1 POURED IN PLACE P.T. 2X 4'S EACH SID[ I 3 112'0 CONC. FILED I I STEEL COLUMN ON A L P.C. FOOTING (TYP.) BEAM POCKET I 3 2z12s WOOD BEAM MIN. 4" BEARING I L ---J L— —J L— I I I I 1 I I I - 4" P.C. SLAB W! FIBERMESH OVER NON-ORGANIC EARTH - (TYPICAL BASEMENT SLAB) I7 I I I I I I I I I I 8"POURED CONC. FOUNDATION WALL ( T-10" HIGH WITH A BITUMINOUS ASPHALT FINISH ON A 8"'X 16" L — — _ — CONTINUOUS P.C. FOOTING — — — — — _ — — — — — — — — — — — — — — — — — — --------------- — — — — — — — — — FOUNDATION PLAN FOR RELOCATED HOUSE DATE: JAN 31 2011 PROJECT : 16 LOUISE LANE, WEST YARMOUTH GREYWING DESIGN (LOT 76,76 HASTINGS AVE.) SCALE: 1/4"= 1'-0" PREPARED FOR DUBLIN CONSTRUCTION 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537 dublincompanies.com 508430-4700 www.greywing.com (508) 888-0886 @ 2011 Greywing Design 508 888-0886 NFr�glc naserved. No codes may be made by any mears wAhomd eapress,w Uen permission. PROJECT NO:GY10126 SHEET: Al OF 1 2 X 4 STUDS (EXISTING HOUSE WALL 1 X4 X 71M'P.T. BLOCKING @ 24' O.C. 2-3/8"O X MIN 6 112_ LAG BOLTS @ 5" / P. ES: PT.2 X8 BOX DECK ATTACHMENT DETAIL NOT TO SCALE I ro M 1270 CONC. FILLED SONOTUBE 4'-0" MIN. BELOW GRADE (rYP.)\ 6" TE" EXTENT OF DECK ABOVE («$ly 20'-0" -------------------------------- r - — — — — — — — — — — — — — — — — — — --__— -------------- ,SPECT RATIO: L=38 W=36 A=1.06 ,NCHOR BOLTS: 5/8" ANCHOR BOLTS WITH 3 X 3"x 114" PLATE WASHER @ 45" O.C. EMBED IN C. 7" MIN 4TERIOR BASEMENT AREA = 1111 SF ILL CONCRETE TO BE A MINIMUM OF 2500 PSI STRENGTH AT 30 DAYS. NNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND FORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. REVIEIt ; � ?, �� '=3 CODE �� � �� �fE E . - r,ll OT RELIEVE T,_:- A ILIC'�Or r, N ,61t��Y OF "AE 9UJI T Ct "dPLIAN y m LLJ DATE; ® GREYWING DESIGN J FOUNDATION PLAN FOR RELOCATED HOUSE DATE: JAN 312011 SCALE: 1/4" = 1'-0" 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537 www.greywing.com (508) 888-0886 © 2011 Greywing Design 508 888-0886 N ngh6 resenLd. No pTcs may ba matle byarymeansvMout erpess, x'riYcn prm'mson. PROJECT: 16 LOUISE LANE, WEST YARMOUTH (LOT 76.76 HASTINGS AVE.) PREPARED FOR DUBLIN CONSTRUCTION dublincompanies.com 508430-4700 PROJECT NO: SHEET:. h I OF r-------------------- - 1 3 :T. 2. sWOOD BE I I I I 1 I 1 i P.T, x8 JOI 3TS I I I I I I I @ 16 O.C. I I I I ' I I 3 2xl2s WOOD BEAM ON A I I I I BEAM POCKET MIN 4" i I BEARING PROV LIP SE DECK TTA HMEN DET IL ———— __-- _ — I I I I I R I I I I N I r---------------------- I I ^B�LC�" 2' -VX"" v 3'-0" i i� DOOR 2'-8' N .SIZES I I FIELD VERIFY THAT yti A�O`E 4I PROPOSED 12' DEEP P.C. i CHIMNEY FOOTING I 1 I I I I I I I DIMENSION 8 LOCATION I I I I I I I 2 X 4 FRAME TO FILL OPENING MATCHES EXISTING I I I I RELATIVE LOCATION vv11 C? • I POURED IN PLACE P.T. W c a 6-2" I 2 X 4'S EACH. SIDE `" I I 1-1 I in PRE -CAST P.C. BULKHEAD ENTRY I I I I o 3112" O CONC. FILLED I I STEEL COLUMN ON A---- 16•_8• I f 4 I 2-6"X 2-6"X 0'"X1 ( P.C. FOOTING (TYP.) BEAM POCKET I MIN.4"BEARING I I 2xl2s WOOD BEAM I I IF I I I I o I I 1 I I I I I p r 4" P.C. SLAB W/ FIBERMESH I OVER NON-ORGANIC EARTH (TYPICAL BASEMENT SLAB) I 1 '1 0 i I I I t f f I I I I I I I I I I I I o I I 8" POURED CONC. FOUNDATION WALL I I TAT HIGH WITH A BITUMINOUS I I ASPHALT FINISH ON A 8"X 16' I L ---------------------- CONTINUOUS P.C. FOOTING (TY --------------- I— -- ----_----J I I ,SPECT RATIO: L=38 W=36 A=1.06 ,NCHOR BOLTS: 5/8" ANCHOR BOLTS WITH 3 X 3"x 114" PLATE WASHER @ 45" O.C. EMBED IN C. 7" MIN 4TERIOR BASEMENT AREA = 1111 SF ILL CONCRETE TO BE A MINIMUM OF 2500 PSI STRENGTH AT 30 DAYS. NNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND FORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. REVIEIt ; � ?, �� '=3 CODE �� � �� �fE E . - r,ll OT RELIEVE T,_:- A ILIC'�Or r, N ,61t��Y OF "AE 9UJI T Ct "dPLIAN y m LLJ DATE; ® GREYWING DESIGN J FOUNDATION PLAN FOR RELOCATED HOUSE DATE: JAN 312011 SCALE: 1/4" = 1'-0" 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537 www.greywing.com (508) 888-0886 © 2011 Greywing Design 508 888-0886 N ngh6 resenLd. No pTcs may ba matle byarymeansvMout erpess, x'riYcn prm'mson. PROJECT: 16 LOUISE LANE, WEST YARMOUTH (LOT 76.76 HASTINGS AVE.) PREPARED FOR DUBLIN CONSTRUCTION dublincompanies.com 508430-4700 PROJECT NO: SHEET:. h I OF