06-0001-024L J VVIV I,
SLAB THICKNED EDGE DTL AT GARAGE (TE)
SCALE: N.T.S.
TYPICAL SLAB THICKNED EDGE DTL (TE)
SCALE: N.T.S.
■ mmm]L mlimlml +]mrim\nmMAOR Mali 111MINP]lVJ \■ VIM mop
SCALE: N.T.S.
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4*5V12TIES
Q 8' O.C. IN MORTAR
JOINTS
MASONRY PIER DETAIL
SCALE: N.T.S.
VERT. REI'Ir I.I
CONC. FILLET
HORIZ, LADDER
REINF. AS PER GENERAL
NOTES
TYPICAL AT INTERSECTION OF CMU WALLS
SCALE: Ill
4 R 6 VERTICAL
`O 3 TIES fla'O.C.
16 "
L
9 14 4 " 5 VERTICAL
3 TIES a 5' O.C.
Ib 4• -
L 12"
1
4 r 6 vERTIGAL
4.
i° A 13 TIES z 8' O.G.
L 12 . �-
4)
STEEL COLUMN SCHEDULE
MARK SIZE BASE PLATE CAP PLATE BP ANCHORS CP ANCHORS REMARK
TAP nA5E FLATE5 Td BE
!;III IIFII 111 11 17nV A.LL WITH
TS-1 4 -D" x A 0" x 3 /E" 12" x 12" x 1 1/8" 12" x 12 x 1 118" 4 -3l4" A307 bolts 4- 314" p x 4" H5
PI IT IMI II H
I'AP R FA ;F PI ATF4 TO HI-
TS- 2 4 0" x 4.0" x 114" 10" x 10" x2/4 " 10" x 10" x 3/4" 4 -3M" A307 bo Rs 4 -3/4" o )(4" HS "nH WTI n -3 Tn T 1 WITH
FII I FT I -]! IF' AI I
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rAl' R nA .r rl ATrn Tn nr
T5 -3 3.0" x 3.0" x 3/16" 9.0" x 9.0" x 5/8" 9" x 7" x 5/8" 4 -5/8" A307 hops 4 -1/2" o x 4" H5 F LLE nI -All" A; IWI III
YEHIMLIEH
CAI'R nAf.F PI AT 5Tn nF
T5 -4 6.0" x 4.0" x 3/8" �.0" x 9.D" x 5!8" 9" x 7" x 5/3" 4 -5/8" A307 bolts 4 -1/2" o x 4" H5 :nnr wa�o T■ Ts wlTn
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24'
® HAIRPINS
" 5 VERTICAL
r 3 TIES v 8" O.G.
4 " 5 VERTICAL
"3TIE5Q8 "O.C.
L 16 _fit
PT. WOOD BUCK IllITH 1 1 12'
MAXIMUM THICKNESS (TTP.)
WINDOW OPENING
51DE OF OPENING REINF. 45
PER STRUCTURAL FLOOR PLAN
Y ! �' r
k e
1/4' / TAPCONS W1 1 3/4' MINIMUM EMB.
T4PCON5 SHALL BE PLACED e311FRON EACH
END AND f 12' O.G. MAXIMUM ON BALANCE
DOOR OPENING
51DE OF OPENING REINF. AS
TYPICAL WOOD BUCK PLACEMENT DTL. PER STRUCTURAL FLOOR PLAN
SCALE: N.T.S.
FOOTING SCHEDULE
REINFORCING
MARK SIZE THICKNESS REMARKS
TRANSVERSE LONGITUDINAL
F3.0 3' -0" X 3' -0" 12" 6 *5 x 2' -6" Bottom 645 x 2' -6" Both III Reinforcement spcaced fc0
F3.5 3' -6" X 3' -6" 12" 7#k5 x 3' -0" Bottom 745 x 3' -0" Bottom Reinforcement spcaced cr
F4 0 4' -0" X 4' -0" 12" 11 $5 x 3' -6" Bottom 11 #5 x 3' -6" Bottom Reinforcement spcaced @
F4.OT 4' -0" X 4' -0" 12" 11 ifs x 3' -6" T L B 11 *5 x 3'4" T i B Reinforcement spcaced @
F4.5 4' -6" X 4' -6" 16" 13 #5 x 4' -0" Bottom 13 *5 x 4' 0" Bottom Reinforcement spcaced
F5.0 5' -0" X 5' -0" 16" 15 *5 x 4' -6" Bottom 15 #5 x 4' -6" Bottom Reinforcement spcaced (g
F5.5 5' -6" X 5' -6" 16" 16 *6 x 5' -0" Bottom 16 *6 x 5' -0" Bottom Reinforcement spcaced @
4" Q.G....._
FG.0 y -0" X G' -0" 16" 19 #6 x 5' -6 " Bottom 12 *G x 5'4" Bottom Reinforcement spcaced @
4" o. c.
F6 5 6-6" X 6-G" 1�" V' #6 x 6' -0" Bottom 19 #6 x 6-0" Bottom Reinforcemert spcaced
16 40 x 7' -6" bottom 16 45 x T -G" Bottom Reinforcemert spcaced @
Cl V -0" X 8' -0" 1 and E * 5 x T -G" Top and I *!D x T -6" To 6" o. c. Bottom and @ 12"
F5.5XG 5 5' -6" X F' -F" 12" 7 *5 x 5-0" P,nttom 4 #k5 x G' -1 Bottom Reinforcement equally
WF -16 1' -4" X L 12" - 2 *5
Place 30" x 30" 'L' bars at
rs and interseztors
WF -24 2' -0" X L 12" 44 x 1'4" cD 24" o.c. 3 *5 Place 30" x 30" 'L' Lacs at
cornOES and -in
WF -36 3' -0" X L 12" *4 x2' -6" @ 12" o. c. 4 #5 Place 30" x 30" 'L' bars at
CONCRETE COLUMN SCHEDULE
MARK SITE REINFORCEMENT PLAN VIEW REMARK
VERTICAL TIES
C -1 8 "X16" 4 #6 #3 0 i" A
TC -1 1`X1 2" 4 ifs #3 i" A
TC -2 8';X16" 446 *3 i" A
TC -3 8 "X24" 6 #6 *3 r R
TG -4 3 "X12" 4 *5 #3 i" C
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GROUND FLOOR
FLOOR
FOUNDATION PLAN
SCALE AS SHOWN
DRAWN WA
JOB �5
DATE 11/04/04
SHEET:
S -1
1 OF: 5
Li
4*5V12TIES
Q 8' O.C. IN MORTAR
JOINTS
MASONRY PIER DETAIL
SCALE: N.T.S.
VERT. REI'Ir I.I
CONC. FILLET
HORIZ, LADDER
REINF. AS PER GENERAL
NOTES
TYPICAL AT INTERSECTION OF CMU WALLS
SCALE: Ill
4 R 6 VERTICAL
`O 3 TIES fla'O.C.
16 "
L
9 14 4 " 5 VERTICAL
3 TIES a 5' O.C.
Ib 4• -
L 12"
1
4 r 6 vERTIGAL
4.
i° A 13 TIES z 8' O.G.
L 12 . �-
4)
STEEL COLUMN SCHEDULE
MARK SIZE BASE PLATE CAP PLATE BP ANCHORS CP ANCHORS REMARK
TAP nA5E FLATE5 Td BE
!;III IIFII 111 11 17nV A.LL WITH
TS-1 4 -D" x A 0" x 3 /E" 12" x 12" x 1 1/8" 12" x 12 x 1 118" 4 -3l4" A307 bolts 4- 314" p x 4" H5
PI IT IMI II H
I'AP R FA ;F PI ATF4 TO HI-
TS- 2 4 0" x 4.0" x 114" 10" x 10" x2/4 " 10" x 10" x 3/4" 4 -3M" A307 bo Rs 4 -3/4" o )(4" HS "nH WTI n -3 Tn T 1 WITH
FII I FT I -]! IF' AI I
YEHIMLIEH
rAl' R nA .r rl ATrn Tn nr
T5 -3 3.0" x 3.0" x 3/16" 9.0" x 9.0" x 5/8" 9" x 7" x 5/8" 4 -5/8" A307 hops 4 -1/2" o x 4" H5 F LLE nI -All" A; IWI III
YEHIMLIEH
CAI'R nAf.F PI AT 5Tn nF
T5 -4 6.0" x 4.0" x 3/8" �.0" x 9.D" x 5!8" 9" x 7" x 5/3" 4 -5/8" A307 bolts 4 -1/2" o x 4" H5 :nnr wa�o T■ Ts wlTn
.II.LE f i-3116-ALL
I'I.IIIMLIIII
AF
Ar
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0
is v{90 s
24'
® HAIRPINS
" 5 VERTICAL
r 3 TIES v 8" O.G.
4 " 5 VERTICAL
"3TIE5Q8 "O.C.
L 16 _fit
PT. WOOD BUCK IllITH 1 1 12'
MAXIMUM THICKNESS (TTP.)
WINDOW OPENING
51DE OF OPENING REINF. 45
PER STRUCTURAL FLOOR PLAN
Y ! �' r
k e
1/4' / TAPCONS W1 1 3/4' MINIMUM EMB.
T4PCON5 SHALL BE PLACED e311FRON EACH
END AND f 12' O.G. MAXIMUM ON BALANCE
DOOR OPENING
51DE OF OPENING REINF. AS
TYPICAL WOOD BUCK PLACEMENT DTL. PER STRUCTURAL FLOOR PLAN
SCALE: N.T.S.
FOOTING SCHEDULE
REINFORCING
MARK SIZE THICKNESS REMARKS
TRANSVERSE LONGITUDINAL
F3.0 3' -0" X 3' -0" 12" 6 *5 x 2' -6" Bottom 645 x 2' -6" Both III Reinforcement spcaced fc0
F3.5 3' -6" X 3' -6" 12" 7#k5 x 3' -0" Bottom 745 x 3' -0" Bottom Reinforcement spcaced cr
F4 0 4' -0" X 4' -0" 12" 11 $5 x 3' -6" Bottom 11 #5 x 3' -6" Bottom Reinforcement spcaced @
F4.OT 4' -0" X 4' -0" 12" 11 ifs x 3' -6" T L B 11 *5 x 3'4" T i B Reinforcement spcaced @
F4.5 4' -6" X 4' -6" 16" 13 #5 x 4' -0" Bottom 13 *5 x 4' 0" Bottom Reinforcement spcaced
F5.0 5' -0" X 5' -0" 16" 15 *5 x 4' -6" Bottom 15 #5 x 4' -6" Bottom Reinforcement spcaced (g
F5.5 5' -6" X 5' -6" 16" 16 *6 x 5' -0" Bottom 16 *6 x 5' -0" Bottom Reinforcement spcaced @
4" Q.G....._
FG.0 y -0" X G' -0" 16" 19 #6 x 5' -6 " Bottom 12 *G x 5'4" Bottom Reinforcement spcaced @
4" o. c.
F6 5 6-6" X 6-G" 1�" V' #6 x 6' -0" Bottom 19 #6 x 6-0" Bottom Reinforcemert spcaced
16 40 x 7' -6" bottom 16 45 x T -G" Bottom Reinforcemert spcaced @
Cl V -0" X 8' -0" 1 and E * 5 x T -G" Top and I *!D x T -6" To 6" o. c. Bottom and @ 12"
F5.5XG 5 5' -6" X F' -F" 12" 7 *5 x 5-0" P,nttom 4 #k5 x G' -1 Bottom Reinforcement equally
WF -16 1' -4" X L 12" - 2 *5
Place 30" x 30" 'L' bars at
rs and interseztors
WF -24 2' -0" X L 12" 44 x 1'4" cD 24" o.c. 3 *5 Place 30" x 30" 'L' Lacs at
cornOES and -in
WF -36 3' -0" X L 12" *4 x2' -6" @ 12" o. c. 4 #5 Place 30" x 30" 'L' bars at
CONCRETE COLUMN SCHEDULE
MARK SITE REINFORCEMENT PLAN VIEW REMARK
VERTICAL TIES
C -1 8 "X16" 4 #6 #3 0 i" A
TC -1 1`X1 2" 4 ifs #3 i" A
TC -2 8';X16" 446 *3 i" A
TC -3 8 "X24" 6 #6 *3 r R
TG -4 3 "X12" 4 *5 #3 i" C
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GROUND FLOOR
FLOOR
FOUNDATION PLAN
SCALE AS SHOWN
DRAWN WA
JOB �5
DATE 11/04/04
SHEET:
S -1
1 OF: 5
Li
AF
Ar
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24'
® HAIRPINS
" 5 VERTICAL
r 3 TIES v 8" O.G.
4 " 5 VERTICAL
"3TIE5Q8 "O.C.
L 16 _fit
PT. WOOD BUCK IllITH 1 1 12'
MAXIMUM THICKNESS (TTP.)
WINDOW OPENING
51DE OF OPENING REINF. 45
PER STRUCTURAL FLOOR PLAN
Y ! �' r
k e
1/4' / TAPCONS W1 1 3/4' MINIMUM EMB.
T4PCON5 SHALL BE PLACED e311FRON EACH
END AND f 12' O.G. MAXIMUM ON BALANCE
DOOR OPENING
51DE OF OPENING REINF. AS
TYPICAL WOOD BUCK PLACEMENT DTL. PER STRUCTURAL FLOOR PLAN
SCALE: N.T.S.
FOOTING SCHEDULE
REINFORCING
MARK SIZE THICKNESS REMARKS
TRANSVERSE LONGITUDINAL
F3.0 3' -0" X 3' -0" 12" 6 *5 x 2' -6" Bottom 645 x 2' -6" Both III Reinforcement spcaced fc0
F3.5 3' -6" X 3' -6" 12" 7#k5 x 3' -0" Bottom 745 x 3' -0" Bottom Reinforcement spcaced cr
F4 0 4' -0" X 4' -0" 12" 11 $5 x 3' -6" Bottom 11 #5 x 3' -6" Bottom Reinforcement spcaced @
F4.OT 4' -0" X 4' -0" 12" 11 ifs x 3' -6" T L B 11 *5 x 3'4" T i B Reinforcement spcaced @
F4.5 4' -6" X 4' -6" 16" 13 #5 x 4' -0" Bottom 13 *5 x 4' 0" Bottom Reinforcement spcaced
F5.0 5' -0" X 5' -0" 16" 15 *5 x 4' -6" Bottom 15 #5 x 4' -6" Bottom Reinforcement spcaced (g
F5.5 5' -6" X 5' -6" 16" 16 *6 x 5' -0" Bottom 16 *6 x 5' -0" Bottom Reinforcement spcaced @
4" Q.G....._
FG.0 y -0" X G' -0" 16" 19 #6 x 5' -6 " Bottom 12 *G x 5'4" Bottom Reinforcement spcaced @
4" o. c.
F6 5 6-6" X 6-G" 1�" V' #6 x 6' -0" Bottom 19 #6 x 6-0" Bottom Reinforcemert spcaced
16 40 x 7' -6" bottom 16 45 x T -G" Bottom Reinforcemert spcaced @
Cl V -0" X 8' -0" 1 and E * 5 x T -G" Top and I *!D x T -6" To 6" o. c. Bottom and @ 12"
F5.5XG 5 5' -6" X F' -F" 12" 7 *5 x 5-0" P,nttom 4 #k5 x G' -1 Bottom Reinforcement equally
WF -16 1' -4" X L 12" - 2 *5
Place 30" x 30" 'L' bars at
rs and interseztors
WF -24 2' -0" X L 12" 44 x 1'4" cD 24" o.c. 3 *5 Place 30" x 30" 'L' Lacs at
cornOES and -in
WF -36 3' -0" X L 12" *4 x2' -6" @ 12" o. c. 4 #5 Place 30" x 30" 'L' bars at
CONCRETE COLUMN SCHEDULE
MARK SITE REINFORCEMENT PLAN VIEW REMARK
VERTICAL TIES
C -1 8 "X16" 4 #6 #3 0 i" A
TC -1 1`X1 2" 4 ifs #3 i" A
TC -2 8';X16" 446 *3 i" A
TC -3 8 "X24" 6 #6 *3 r R
TG -4 3 "X12" 4 *5 #3 i" C
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GROUND FLOOR
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FOUNDATION PLAN
SCALE AS SHOWN
DRAWN WA
JOB �5
DATE 11/04/04
SHEET:
S -1
1 OF: 5
Li
CONCRETE COLUMN SCHEDULE
MARK SITE REINFORCEMENT PLAN VIEW REMARK
VERTICAL TIES
C -1 8 "X16" 4 #6 #3 0 i" A
TC -1 1`X1 2" 4 ifs #3 i" A
TC -2 8';X16" 446 *3 i" A
TC -3 8 "X24" 6 #6 *3 r R
TG -4 3 "X12" 4 *5 #3 i" C
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GROUND FLOOR
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FOUNDATION PLAN
SCALE AS SHOWN
DRAWN WA
JOB �5
DATE 11/04/04
SHEET:
S -1
1 OF: 5
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GROUND FLOOR
FLOOR
FOUNDATION PLAN
SCALE AS SHOWN
DRAWN WA
JOB �5
DATE 11/04/04
SHEET:
S -1
1 OF: 5
Li
CONSULTING:
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GROUND FLOOR
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FOUNDATION PLAN
SCALE AS SHOWN
DRAWN WA
JOB �5
DATE 11/04/04
SHEET:
S -1
1 OF: 5
Li