2012_Reference_Drawings_-_Vehicle_maintenance_facility,_Building_920.pdf
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- REPAIR STEEL ROOF B924
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(F V
'-0
S
LO
P E
S
LO
P E
W
X
W
X
(FV)
6'-0" ± 4'-0" 2'-0"
(FV)
6'-0" ± 2'-0"
(FV)
4'-2 3/8" ±
N E
W V
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IC
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M A
IN
T
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A N
C E
B U
IL
D
IN
G
EXISTING 12"
CMU WALL
4 LINES OF EXISTING
BRIDGING EQUALLY
SPACED
S102
S102
TYP
TYP
S102
S102
S102
TYP @
BRIDGING
(FV)
10'-8" ±
(F V
9' -6
EXISTING CMU
WALL EXISTING 2x8 FRAMING
(TO BE FIELD VERIFIED)
RE: NOTE 2
S
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IS
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EXIST ROOF
PENETRATION (TYP)
(F
IE
LD
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Y
6"
WT6X8 (CUT TO MATCH SLOPE OF
EXISTING ROOF) SHIM AS REQUIRED
BELOW EACH FLUTE SO WT FITS SNUG
BELOW EXISTING METAL DECK.
1/8
1/8
EXISTING METAL DECK
3-12 3/16
STAGGERED
BEAM
RE: PLAN
(FV)
(FV)
EXISTING 16" BOND BEAM
EXISTING 8" BOND BEAM
EXISTING 12" CMU WALL
EXISTING L4x4 x CONT
EXISTING METAL DECK
L4x4x1/4 x CONT
BETWEEN BRIDGING
1/2" DIA ADHESIVE
ANCHORS @ 32" OC MAX
INTO GROUTED CELLS
WT6x8 (CUT TO MATCH SLOPE
OF EXISTING ROOF) RE: 4/S102
FOR ADDITIONAL INFORMATION
EXISTING METAL DECK
1/4
3/4"
2" (F
V
3"
SLOPE
T/BOND BEAM
ELEV = 18'-8" AFF
(FIELD VERIFY)
EXISTING L5x3 x CONT
(T Y
P
1/
2"
L4x4x1/4 x 1'-0" w/ (2) 3/4" DIA
ASTM A325-N BOLTS AND
(2) 3/4" DIA ADHESIVE
ANCHORS INTO CMU WALL
EXISTING 12" CMU WALL
REINF @ 32" OC
E Q
8" E Q
3/8" FULL DEPTH STIFFENER
PLATE AT BEAM CENTERLINE
MC12x31 x 6'-0" w/ (2) 3/4" DIA
ADHESIVE ANCHORS @ 32" OC INTO
CENTER OF GROUTED CELLS (2
ROWS OF 3 ANCHORS = 6 ANCHORS
TOTAL. CENTER MOST ANCHORS
SHALL BE LOCATED NO MORE THAN
16" FROM BEAM CENTERLINE)
6"
EXISTING 12" CMU WALL
EXISTING L4x4 x 1'-0"
SLOPED WT
RE: 4/S102
L2x2x1/4
EXISTING METAL
DECK
EXISTING JOIST
(TYP)
1/4" PLATE
(TYP)
L1 1/2x1 1/2x3/16
(TYP, UNO)
BEAM
RE: PLAN
EXISTING L1 1/2x1 1/2
BRIDGING3/16
TYP
RE: PLAN RE: PLAN RE: PLAN RE: PLAN RE: PLAN
RE: 3/S310 FOR NEW L4x4
DECK SUPPORT ANGLE
GABRIEL A. SERNA
OF TEXASSTATE
ALNOISSE
F O
R P
ENGIN
E
E R
NSEDECIL
99793
Sheet
SHEET
IDENTIFICATION
of
Louisville District
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*** VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
CE
RT
IF
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FI
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9/
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:1
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1/8" = 1'-0"S102 S102
3/4" = 1'-0"S102 S102
3/4" = 1'-0"S102 S102
3/4" = 1'-0"S102 S102
3/4" = 1'-0"S102 S102
NOTES:
1. FIELD VERIFY ALL EXISTING CONDITIONS AS NOTED AND NOTIFY ENGINEER OF ANY DISCREPANCIES
PRIOR TO PROCEEDING WITH ANY PHASE OF WORK.
2. VERIFY SIZE, SPACING, SPECIES AND GRADE OF EXISTING WOOD FRAMING. IF EXISTING MEMBERS ARE
NOT AS INDICATED BELOW, NOTIFY ENGINEER.
A. PLYWOOD DECK - 1/2" MINIMUM THICKNESS WITH FACE GRAIN PERPENDICULAR TO SUPPORT.
B. ROOF JOISTS - NO. 2 - DOUGLAS FIR LARCH - 2x8 AT 16" OC.
M A
R K
D E
S C
R
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N D
A T
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P P
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71 29
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