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HomeMy WebLinkAboutS001.0 M.O. 20"x8" CONCRETEFOOTING 20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING1818292938 58586868UNEXCAVATEDGRAVEL FILLUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLUNEXCAVATEDGRAVEL FILLCRAWLSPACE CRAWLSPACE19'-10"6'-5" 5'-11"32'-2"20'-11" 24'-7" 36'-2" 16'-4" 2'-0" 100'-0"15'-8"29'-0" 13'-10" 3'-0" 2'-0" 58'-6"38'-2"4'-1134"22'-2" 2'-8"2'-414"7'-4" 12'-9"9'-3" 2'-5" 9'-3" 4'-6" 3'-4" 9'-5"23'-912" 3'-414"2'-4" 16'-3" 2'-4"20'-11" 6'-7" 26'-6"12'-978"26'-6" 12'-978" 14'-1018"13'-0" 5'-4"2'-0" 8'-8" 2'-0" 2'-2116"2'-0"11'-0116"412"412"13'-4" 15'-5" 7'-314"8'-6"14'-034" 3'-438" 3'-438" 8'-1014"2'-0"7'-8" 3'-0"2'-8" 11'-2"9'-1134" 4'-612"4'-2" 9'-5"8'-1134"7'-7" 3'-6"20"x8" CONCRETEFOOTING23'-0" 26'-112" 18'-812"14'-4"11'-412"41'-912"14'-8"4'-8"9'-11" 5'-1058" 17'-412"5'-034" 21'-214" 4'-1"9'-6" 8'-7" 20"x8" CONCRETEFOOTING10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE12" POURED CONCRETE12" POURED CONCRETE12" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE M.O. M.O. M.O.8" 3'-3"1'-5"5'-4" M.O.24'-5" 10'-5" 10'-41516" 3'-1158" 11'-91516" 16'-012" 12" SONOTUBE32" ACCESS 32" ACCESSSTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGE5'-11"15'-7"RETAINING WALL(T.B.D. ON SITE w/ CONTRACTOR)STONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESUMP PUMPw/ BATTERYBACKUPEJECTOR4'-712"2'-0"2'-012"312"X312"X14" STL. COLUMN w/34"x12"x12" BASE PL. w/ (4)34" HEADEDANCHOR ASTM A325 F1554 GRADE 36FTG. SIZEN0. REINFORCEMENTINTERIOR COLUMNFOOTING SCHEDULE1'-0"A 54"X54"X12" (5)#4's E.W.B 54"X36"X12" (4)#4's E.W.C 42"X42"X12" (4)#4's E.W.D 36"X36"X12" (3)#4's E.W.E 30"X30"X12" (3)#4's E.W.TYPICAL FOOTINGREINFORCINGTIMES STEP TWOSTEP(SEE PLAN)POUREDCONCRETE WALLBASED ON A SAFE ALLOWABLE BEARINGPRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )SEE SCHEDULED FORSIZE & REINFORCEMENT3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGENDINTERIOR COLUMN FOOTING DETAILTYPICAL DETAILINTERIOR COLUMN FOOTING2. FOOTING STEP MASONRY PRECAST WALL DETAIL3. FOUNDATION WALL MAT'L.CONC. BLK. WALLSPOURED CONC. WALLSINTERIOR COLUMN FOOTINGTYPICAL DETAIL* ALL MASONRY LEDGES TO BE 5" (UNLESS OTHERWISE NOTED)Drawings & blueprints are intended solely as a plan layout& basis formaterial estimate. H.G. McCullough Designers Inc.assumes noresponsibility for structural or material adequacy of drawings norfor compliance with appropriate building codes.H.G. McCulloughDesigners Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors oromission. Customers should have qualified engineer or architectreview construction detailsSCALE: 1/4"=1'-0"FOUNDATION PLAN 01SHEET NUMBER05/19/20 Adam Schriner