06-1188-002TOP OF SLAB
TYPICAL SECTION AT WD. POST SHORE
SCALE: 1/2"=l'-O"
Al
TYPICAL SECTION AT CONC.
BEAM 16 "x24" &16x26"
SCA_E: 1/2 11 = 1'-0"
3E R
CONC. SLAB T'flp
3/4" PLYWOOD "P
2x4 WOOD JOISTS
@ 16" 0. C.
(2) 2x4 WOOD
STRINGER TYP.
4x4 WD. POST
SHORE
EXIST. C_NC.
SLAB TYZD.
TOP OF ',LAB
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-SEE SLAB
DETAIL "A"
3/4" ��r�vCCD
TYP
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TYPICAL ISOMETRIC FOR POST SHORE
TYPICAL SECTION AT
CONC. BEAM 12 "x24"
SCALE ' ,r'2'=
/4' P�_VNOOD
4'x 4- STRINGEP
2 "x 4" _0'STS
=OS- S -DRES @
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TYPICAL SECTION AT
CONC. BEAM 12 "x30"
SCAI E: 1 j _ - -
GENERAL NOTES
ALL CHANGES IN THE DRAWING LAYOUT AND SPECIFICATIONS MUST BE APPROVED BY THE
ENGINEER.
THESE DRAWING HAS BEEN PREPARED BASED ON CONFIRMATION FURNISH BY THE
CONTRACTOR.
THE APPLICABLE RECOMMENDED PRACTICES OF THE SCAFFOLDING SHORING AND FORMING
INSTITUTE, INC. AND OSHA SHALL BE FOLLOWED.
ALL EQUIPMENT MUST BE ERECTED PLUMB AND LEVEL.
IT IS THE CONTRACTOR RESPONSIBILITY FOR SAFETY REQUIREMENTS DURING ERECTION, USE
AND CiSMANTLING OF ASSEMBLY.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO START
OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCY IN THE DRAWINGS AND OBTAIN HIS
APPROVAL BEFORE PROCEEDING WITH WORK.
THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT
IS OBTA'NED.
CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO
COMPLETE A -L WORK SHOWN ON THE DRAWINGS AND SPECK =IED HEREIN.
DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
ENGINEER'S VISITS A- T -E SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH
CONTRACTOR BEFORE COMMENCING OY WORK AND DURING CONSTRUCTION S�a`L BE
COORDINAT ;D WITHIN 24 HOURS 'N ADVANCE PR OR TO INSaECTION.
THE CONTRACTOR SHALL NOT PROCEED WITS ANY ADDITIONAL SERVICES OR WORK WITHOUT
PRIOR NOTIFICATION TO `HE OWNER, FOLLOWED BY A CHANGE ORDER.
THE CONTRACTOR SHALL MAKE REQU,RED ARRANGEMENTS, SECURE AND PAY FOR 4L
SANITARY 'FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING
THE �RCGR =SS OF CO NSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
CONTRACTOR SHALL VA NTAIN AN ACCURATE RE-CORD OF CHANGE ORDERS AND VARIATIONS
THRO„GHOUT THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR
THIS .;C3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION
DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE
ORDERS, AND CLAR FICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION.
CONTRACTOR SHALL DELVER THE ANNOTATED ,013 RECORD SET TO THE OWNER UPON
COMP_ =TON OF T -E WORK, AS A CONDITION OF ACCEPTANCE.
THE CONTRACTOR S SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AND
FOR T ~E SEQUENCES AND PROCEDURES TO BE USED.
THESE S'A'GS. ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE
STRUCTURA_ ENGINEER
THESE ARE ONL'' VALID FOR THE ADDRESS LISTED IN THE TITLE BLOCK OF ARBER AND
ASSCC.
I
/ 3' -0" /
(2) 2 X 4 WOOD
STRINGER (TYP.)
2 X4 WOOD
JOIST @ 16" ( TYP.)
(2) 2 X 4 WOOD
STRINGER (TYP.)
4 X 4 ELLIS
SHORE (TYP.)
TYPICAL FRAMING AT WD. POST SHORE
SCALE 3/8 "- - C"
RECEIVED
JUN 1 h 2006
GF CoNsuLm EN6Mm
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06
-05
-06
0
DATE:
04
-27
-06
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