HomeMy WebLinkAboutB14-0269 S102 F jeA
#4 BARS GRADE 60 MAY BE SUBSTITUTED FOR#5 BARS GRADE 40
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_ - GROUT BEN
BACKFILL PER
SOILS REPORT _ ON 4"GONG SLAB TON - TOW
/ (2)#4 BARS-T B o o TOS • o REQUIRED ALL FOOTERS,PIERS OR PADS I
REINFORCEMENT I5 - 1
CENTERED IN ALL WALLS o �� (2) 4 BARS-T 4 B #5 BARS OR 60 VERT 12"OG ' *' * &' & 'DAMPPROOF — #
FOUNDATION ► ° UNLESS OTHERWISE NOTED ii We -W IP 9/S 101OQ
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TYPICAL ALL SECTIONS U.O.N. ALTERNATE LEGS \`��NaO 2 6 \ (3)#4 BARS i UNDISTURBED SOILS ,
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Y\IALL SLAB, AND FOOTER DETAILS TALL YAIALL TRANSITION YAIALL 2 TRANSITION YAIALL STRUCTURAL FILL DETAIL
1 /2" = 1'-0" A 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" D 3/4" = 1'-0"
i / PIER 0,SIZE A5 NOTED ON PLAN
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STRUCTURAL FILL
41) EXCAVATED VIER YAI/ PAD FROST INALL Y1/ SLAB POUR OVER INALL UNDERSLAB 15OLATEED PSD INTERUPTED FOOTING
1/2" = 1'-0" (i) 1/2" = 1'-0" 420 1/2"= 1'-0" CO 1/2"= 1'-0" 1/2" = 1'-0"
+� KNIFE PLATE STONE VENEER ON DOWELL ALL HORIZ
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_ \ \ \ •oio (2) 13/16"m HOLES File 1401 552
\ \ \ \ \\ \ \ \\ \\ W/(2)3/4"0T-BOLTS PL-3/4"X 11X5-1/2" , nate 22JULY14
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N PROVIDE CHAIN SAW SLOT IN COLUMN FOR KNIFE BLADE THICKER PADS NOTED W/DBL MAT HAVE(2)MATS .Q (D•2/. /`f ,
3"CLEAR OF BOTTOM 4 2"CLEAR OF TOP 0 ••. 44 . 5
30' SQR OR PER PLAN 3'-0'. PROVIDE 60 MIL(BITUTHANE)MOISTURE BARRIER BELOW COLUMN �` • , 1 O
N `F6,S/oNAL ENG•.•••
o ROCK COLUMN YAI/ FOOTER ROOK SIGN KNIFE PLATE STEEL BASE DEVIL PAD/ STEEL BASE DEVIL STRUCTURE ONLY
RG 1/2" = 1'-0" ill 1/2" = 1'-0" P 5 1 52
1" = 1'-0..
1 1/2" = 1'-0" 3/4" = 1'-0° \ SHEAT 14 OF 2 5 l