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SPACE FOOTING STEPS —
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D E DETAILS
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v R 0 l BENT BARS SANE 51ZE
D E NUMBER AS LONGITUDINAL
FOOTING REINFORCING
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1-0 LAP
TYPICAL HALL FOOTING STEP DETAIL
0/2'DEEP 5AINC1IT WITHIN 6 TO 12 HOURS OF POUR
(DO NOT INTERRUPT WELDED WIRE FABRIC)
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CONSTRUCTION JOINT CONTROL/CONTRACTION JOINT
A COMBINATION OF CONSTRUCTION F CONTROL JOINTS EACH
WAY SHALL CREATE FLOOR PALLS OF 225 50. FT. MAX.
TYPICAL 5LAb JOINT DETAIL a
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4 1-0 8
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ANCHOR P.P.T. BASE Ips TO BLOCK
PIERS GROUTED SOLID. PROVIDE
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EACH BASE Ip.
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2x8 5HOLILDER 5TUD FOR HEADER
BEARING.
2-0 2x8 KING STLID. RUN KING STUD UP
TO STUD WALL DOUBLE TOP Ips.
PIER AT WOOD 5TUD5 C CULTURED STONE
GROUT SOLID W/ 3000 PSI GROUT E
(3) - N5 VERTICAL BARS DOWELED
INTO FOOTING W/ STANDARD HOOK.
4 1-4 4
PIER AT bLOCV... t "ADAIR' LIMESTONEr6
GENERAL NOTES:
TYPICAL @ ALL BLOCK WALLS: PROVIDE 9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ 16-o c. EVERY OTHER COUR5E).
SEE ARCHITECTURAL DRAWINGS FOR FLASHING. WATER PROOFING. IN51JLATION E OTHER SUCH DETAILS.
SLOPED DUMP -OUT FRAMING
DETAIL MAY BE MIRRORED OR ROTATED ON PLANS, SEE ARCHITECTURAL SHEETS I' - I'
FOR ADDITIONAL INFORMATION.
DUMP -OUT FOUNDATION
DETAIL MAY BE MIRRORED OR ROTATED ON PLANS.
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4 1-4 4
PIER AT bLOCV... t "ADAIR' LIMESTONEr6
GENERAL NOTES:
TYPICAL @ ALL BLOCK WALLS: PROVIDE 9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ 16-o c. EVERY OTHER COUR5E).
SEE ARCHITECTURAL DRAWINGS FOR FLASHING. WATER PROOFING. IN51JLATION E OTHER SUCH DETAILS.
SLOPED DUMP -OUT FRAMING
DETAIL MAY BE MIRRORED OR ROTATED ON PLANS, SEE ARCHITECTURAL SHEETS I' - I'
FOR ADDITIONAL INFORMATION.
DUMP -OUT FOUNDATION
DETAIL MAY BE MIRRORED OR ROTATED ON PLANS.
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4 1-0 4 1-0
V WALL. PROVIDE BLOCKING
'0 EXTERIOR STLIP WALL.
PEP STUD WALL.
P.P.T. BASE Its TO BLOCK
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4 2-0 4 (5) - N5 VERTICAL BARS DOWELED
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PIER AT DLOCZ C CULTURED STONE
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PIER AT DLOCZ t "ADAIR" LIMESTONE
TW55 BEARING EL. OL
SEE PLANS.
TOP OF 51
EL. - 101-1
STONE LE[
EL. - 994E
TOP OF FOOTING
EL. - 97-0.
SEE SCHEDULE
FOR REINFORCI
GROUT SOLID W/ 3000 P51 GROUT E
(5) - N5 VERTICAL DA125 DOWELED
INTO FOOTING W/ STANDARD HOOK.
2xb TRU55 BEARING Ip AW40RED TO STEEL
BEAM W/ 1/70 THRU BOLTS @ 24"o c.
W16x31 STEEL BEAM AT I.L. COMMONS (SHEET 5C21 1)
W18x35 STEEL BEAM AT A.L. COMMOMS (SHEET 5C221)
PORTE-COCHERE PIER DETAIL
FOOTING
'ERTICAL BARS DOWELED
STANDARD HOOK.
ED SOLID W/
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PIER AT DLOCZ C CULTURED STONE
r . r -o' T401
Co
PIER AT DLOCZ t "ADAIR" LIMESTONE
TW55 BEARING EL. OL
SEE PLANS.
TOP OF 51
EL. - 101-1
STONE LE[
EL. - 994E
TOP OF FOOTING
EL. - 97-0.
SEE SCHEDULE
FOR REINFORCI
GROUT SOLID W/ 3000 P51 GROUT E
(5) - N5 VERTICAL DA125 DOWELED
INTO FOOTING W/ STANDARD HOOK.
2xb TRU55 BEARING Ip AW40RED TO STEEL
BEAM W/ 1/70 THRU BOLTS @ 24"o c.
W16x31 STEEL BEAM AT I.L. COMMONS (SHEET 5C21 1)
W18x35 STEEL BEAM AT A.L. COMMOMS (SHEET 5C221)
PORTE-COCHERE PIER DETAIL
FOOTING
'ERTICAL BARS DOWELED
STANDARD HOOK.
ED SOLID W/
Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
4 1 4. 4 3 1.3 1 3 1 T E L
41 4.431 .0531 FAX
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Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
4 1 4. 4 3 1.3 1 3 1 T E L
41 4.431 .0531 FAX
WWW . A G A R C H. C O M
A r
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REVISIONS
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHrrEMIRE, INC. AND SHALL
NOT RE COPIED IN ANY FORM OR MANNER WffHOVT
ON
WRfrMN AUTHORIZATIOF IIS DESIGNER/CREATOR
DRAWN R7
M.A.B.
DATE
01 AUG 2011
PROJECT
071101
SHEET NO.
& FOUNDATION DETAILS ST401