HomeMy WebLinkAboutS102.12 3 6
T/EXTG. FTG.
Z — 00 — — — — — — — — — — — L = (-3=4") O
T/EXTG.
FTG. _
(-1'-0")
SEE 4/S3.3 FOR
BASE PLATE INFO
EXISTING SHOWROOM AREA SLAB INFORMATION
4", 4000 P.S.I. CONCRETE SLAB ON GRADE
WITH W.W.F. 6X6—W1.4XW1.4 AT MID —DEPTH
SLAB SHALL BE SUPPORTED ON MIN. 6" THICK
COMPACTED CRUSHED STONE ATOP
POLYETHYLENE VAPOR BARRIER.
FINISH FLOOR ELEVATION = 743.40' (FIELD VERIFY)
REFERENCE F.F.E. = (+O'-0")
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`T/FTG. _
4 (-3'-4")
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
DATE: 10/14/19
CLINE
O OF
S O 1 O 11 1) WALL FORDEOR TION COLUMN LOW
2. 13 NSTALLAT N.
SEE ARCH.
121—%, FOR EXTENT OF DEMO.
G.C. NOTE A
BEFORE DEMO OF INTERIOR C.M.U. WALL IS TO OCCUR, LEM
G.C. SHALL VERIFY THAT WALL DOES NOT SUPPORT Iy
METAL ROOF DECK OR ANY OTHER STRUCTURAL MEMBERS. (-3-40
FIELD VERIFY THAT THERE IS AN EXISTING JOIST NEAR
C.M.U. WALL THAT WILL SUPPORT METAL DECK.
— — — — — — — — _ SEE S 19 FOR R T Y P .
WALL BRACING DETAILS
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SLAB ON
31'-104" (VERIFY W/ ARCH.) T/EXTG. INT. ITOMPLACESTING SLAB EPRESSIONADE y�. /SEEM =\
( (FTG..
FOR —0") SEE 1/53TABFORLE ADETAIBLSY / : i \� 3 B — — — �* Z9
SEE ARCH. FOR LOCATION / f.IS
DIAMETER, DIMENSIONS, ETC. .\\ HSS6x6x}" HEADER orb
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SEE 4/53.3 FOR TEINE — .. 1 I
BASE PLATE INFO1......
IF
NEW W1Bx50 BEAM 3.
ACCESS HATCH ON TURNTABLE SLAB.
+6+ e 3 B/STEEL = (+11'-8") SEE MANUFAC RER'S DRAWINGS FOR
3. T/ XTG. FTG. MORE INFORMATION. SEE 4/S3.1
3 _ (-3'-4') FOR REINFORCING AROUND OPENING. y1 IXISTING ILASTER
OF
— FOLDING PARTITION �D
LF
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SEE ARCH r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
r r ACCESS PIT WITH HATCH PER
MANUFACTURER. SEE 2/53.1
MT/EXTG. INT.
FTG. _
(-1'-0")
L
Ll
`T/EXTG.
OF FrG. _
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T/EXFG. INT.
FIG.
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OA
EXISTING PR SENTATION AREA SLAB INFO
6", 40 00 P.S.I. CONCRETE SLAB ON GRADE
WITH V W.F. 6X6—W1.4XWI.4 AT MID —DEPTH
/ SLAB SF ALL BE SUPPORTED ON MIN. 6" THIC
C MPACTED CRUSHED STONE ATOP
AH OLYETHYLENE VAPOR BARRIER.
FINISH FL OR ELEVATION = 743.40' FIELD VER
EFERENCE F.F.E. = (+0'— ")
I� I
OT/EXTG. FTC.
ME (-3'-4")
PARTIAL FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
NOTES:
— GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ACTUAL
FIELD CONDITIONS OF EXISTING STRUCTURE. CONTRACTOR SHALL
NOTIFY ENGINEER IF ACTUAL STRUCTURE IS NOT AS DEPICTED IN
DOCUMENTS, PRIOR TO ANY FURTHER DEMOLITION OR
MODIFICATION TO STRUCTURE.
— PROVIDE SAME REINFORCING AS EXISTING SLAB FOR ALL
NEW SLAB AREAS THAT WERE PREVIOUSLY DEMO'D.
— SEE ARCH. FOR DOOR JAMB PLATE FINISH
— ANY NEW STEEL MEMBERS/DECK INSTALLED OR EXISTING MEMBERS/DECK THAT REQUIRE
RETROFIT SHALL BE PAINTED TO MATCH THE EXISTING STEEL MEMBERS/DECK.
— ALL NEW METAL STUD WALLS SHALL BE LATERALLY BRACED AT 48" O.C. MAX.
SEE 4/S1.0 FOR TYPICAL DETAIL.
— PROVIDE 15 MIL. STEGO WRAP PLACED OVER MINIMUM 6" GRAVEL SUBASE UNDER
ALL NEW SLAB AREAS THAT WERE PREVIOUSLY DEMO'D.
— SEE 6/S3.1 FOR SLAB CONTROL JOINT DETAIL. ENSURE ALL CONTROL JOINTS
INSTALLED AT MAXIMUM OF 15'-0" SPACING & WITH 1.5:1 MAX ASPECT RATIO.
31 — INDICATES HSS4x4XJ TUBE SHOP WELDED TO EACH HSS6x6 POST
W/ I" FILLET WELD ALL AROUND (4'-6" MAX. SPAN).
COORDINATE B/STL AND LENGTH WITH ARCHITECTURAL REFLECTED CEILING PLAN
SEE 5A/S3.2 FOR DETAILS.
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HANES GIPSON & ASSOCIATES
CIVIL ° STRUCTURAL
CONSULTING ENGINEERS
1550 NORTH BROWN ROAD
SUITE 100
LAWRENCEVILLE, GEORGIA 30043
PHONE: (770) 491-7550
FAX (770) 491-7750
NOTE: These drawings are NOT TO BE
REPRODUCED for the purpose
of generating shop drawings
without the WRITTEN APPROVAL
of the STRUCTURAL ENGINEER.
ASSOCIATED AND IS NOT TO ME RIORCLEDUCED IN
WHOLE OR IN PART IT 15 NOT TO BE USED ON THY 'TIE'
PROBUT AND SHALL BE RETURNED UPON RE(R)EIG, C OFF.
RIGHT AS DATED FAIRER, GIP50N a ASSOCIATES, NOT
VAUD UNLESS SIGNED AND SEALED
RELEASED FOR CONSTRUCTION
20-19033
12 JULY 2019
PARTIAL EXISTING
FOUNDATION PLAN
SM