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REVISION
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SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE AND Approved plans
NOTES: ANY FLOOR DEPRESSIONS, UNDERFLOOR CONDUITS, DRAINS, ETC. shall be on Job Site.
Issued/Revised Date
- EXISTING FLOOR CONSTRUCTION: 4" CONCRETE SLAB ON GRADE(PRESUMED). - SEE SHEET S-001 FOR GENERAL NOTES.
OFFICE COPY BID/PERMIT 06/02/14 `
- a ° DENOTES FLOOR INFILL CONSTRUCTION: 4"CONCRETE SLAN ON GRADE - SEE SHEET S-401 FOR TYPICAL DETAILS. GRADE BEAM SCHEDULE - li. l.l� 1 1 BID/PERMIT REV 1 07/09/14
WITH ONE LAYER OF 6x6-W2.1xW2.1 W.W.F. PROVIDE 10 MIL VAPOR BARRIER AND 4" SIZE REINFORCING
LAYER OF GRANULAR FILL BELOW SLAB (UNO.) SEE TYPICAL DETAIL ON SHEET S-201. - PC-X DENOTES PILE CAP. SEE SHEET S-201 FOR PILE CAP DETAILS. MARK STIRRUPS
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- ELEVATIONS NOTED THUS (+X'-X")ARE TO TOP OF FOOTING REFERENCED FROM - FOUNDATIONS ADJACENT TO EXISTING STRUCTURES SHALL BEAR ON UNDISTURBED GRADE BEAM NOTES:
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Tenant Approval Date
PROVIDE (2)#4x3'-0" LONG AT ALL REENTRANT CORNERS. - 0 P50 DENOTES NEW 50 TON MICRO PILE. REFER TO MICROPILE SUPPLIER FOR 3. TOP REINFORCEMENT TO EXTEND TO ENDS OF PILE CAP AND HOOK V-0"MINIMUM.
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NOTES:
Issued/Revised Date
- EXISTING ROOF CONSTRUCTION: 1 1/2"x22GA. WIDE RIB DECK WELDED TO SUPPORT STEEL. COLUMN SCHEDULE BID/PERMIT 06/02/14
- B/D = BOTTOM OF DECK ELEVATION REFERENCED FROM SLAB ON GRADE ELEVATION OF 0'-0". MARK COLUMN SIZE BASE PLATE TYPE ANCHOR RODS 1 BID/PERMIT REV 1 07/09/14
- ROOF BEAM ELEVATIONS NOTED THUS (+) INDICATE TOP OF BEAM REFERENCED FROM SLAB ON C-1 HSS8x6x5/16 PL3/4"x12"x1'-2" 1 (4) 3/4"0
GRADE ELEVATION OF 0'-0". • SEE SHEET S-401 FOR TYPICAL COLUMN BASE PLATE.
• SEE SHEET S-201 FOR TYPICAL ANCHOR ROD DETAIL.
- SEE SHEET S-001 FOR GENERAL NOTES.
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Tenant Approval Date
- NOTE: W33 BEAMS ARE PERMITTED TO BE FIELD SPLICED AT ONE LOCATION ONLY. FULL
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SEE SECTION 3.5-401 � � Issued/Revised Date
FOR ADD'L. INFO. FOR ADD'L. INFO. /02/14
BID/PERMIT REV 1 07/09/ 14
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NUl/4"=V-0" 3/4"=1'-0" - 3/4"=1'-0"
Issued/Revised Date
NOTES:
BID/PERMIT 06/02/14
- (E) ROOF CONSTRUCTION: 1 1/2" METAL ROOF DECK OVER STEEL JOISTS. 1 BID/PERMIT REV 1 07/09/14
- SEE SHEET S-001 & S-002 FOR GENERAL NOTES. 0
1
- SEE THIS SHEET FOR TYPICAL DETAILS.
- C-X DENOTES COLUMNS. SEE THIS SHEET FOR SCHEDULE. -ETGR:EV:IS:ED ENTRE SHEET
E - (E) DENOTES EXISTING CONSTRUCTION.
Q
C'
N
s Tenant Approval Date
COLUMN SCHEDULE
MARK COLUMN SIZE BASE PLATE TYPE ANCHOR RODS
z i6 C-1 HSS6x6X1/2 PL3/4"x12"X1'-0" I (4)-5/8OWIK/BOLMBE2D.HILTI
3 C-2 HSS6x6X3/8 PL3/4"x12"x 1'-0" FR I (4)-5/8"Ox3 1/2"EMBED.HILTI
KWIKBOLT T-2 STOREFRONT
o •
FRAMING
• SEE THIS SHEET FOR TYPICAL COLUMN BASE PLATES.
N Thorson Baker Associates PLAN & DETAILS
N
v C O N S U L T I N G E N G I N E E R S
0
N
3030 West Streetsboro Road (330)659-6688 Ph.
z Richfield,Ohio 44286 (330)659-6675 Fax
0
-soy
a
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