HomeMy WebLinkAbout2305-12T.O. ROOF EL. = 119'-9"
1/2- STRUCT I PLYWC
BLK'D DIAGRAM
8d ® 6" O.C. EDGES
12" O.C. FIELD
2-3/4!'0 HILTI KWIK II BOLT
CLIP EXIST 3 x 12 TO NEW CM
I.v. INWWI L- L- — 1 117 — i I r-AIJ1 f-%VVf
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
SCALED ONES, & ALL DIMENSIONS SHALL BE VERIFIED ON
THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO
THE IMMEDIATE ATTENTION OF BOCK ENGINEERING, INC.,
PRIOR TO COMMENCEMENT OF ANY WORK.
THIS DESIGN, DRAWING, SPECIFICATION & CALCULATION IS
THE PROPERTY OF BOCK ENGINEERING, INC., & IS FOR USE
ONLY ON THE SPECIFIC SITE INDICATED, & SHALL NOT BE
USED ON ANY OTHER WORK OR SITE, EITHER AS A WHOLE 0 FOR APPROVAL
OR IN PART. IT SHALL NOT BE ALTERED OR MODIFIED
EITHER AS A WHOLE OR IN PART, EXCEPT BY AUTORIZED REV DESCRIPTION
EMPLOYEES OF BOCK ENGINEERING, INC.
4 "
NEW CONCRETE WA' '
OR MASONRY WALL
EXIST BLDG WALL
ADJUST DIMENSIONS AS —
NECESSARY TO MISS
HORIZ. ANCHORED REBAR
#6 DOWEL HILT HIT
C-100 ANCHOR 7/8"0
HOLE & EMBED 6 5/8"
(TYP) HORIZ. REBAR
6► 2'-0" 1,-6"
10
1'-6"
1'-6" 1'-6" 1'-6" '-0" 8"
8
TYP
HILTI HIT C-100 ANCHORS EMBED 5" � �— —+—j
� E.F.
6'-9" F.F. EL.=91'-6" I � -�--'rr
--- ---- � � #6 0 12" O.C.
____ I
TYPICAL CONNECTION OF NEW E.F. TO 93'-6" � I THEN USE
WALL TO EXISTING WALL L _ I I � #5 @ 10" O.C.
i I � E.F.
►N HANGER (TYP)
2
PURLIN ANCHORS:
SIMPSON PAT18 CONCRETE USE 16d NAILS
SIMPSON PA18 MASONRY
DETAIL
#4 TIE ® 24" O.C.
INSTALL W/HILTI
HIT C-100 EMBED
4 1/4" DRILL W/
5/8 0 HOLES
NOTE:
BEFORE PLACING NEW
CONCRETE THE EXISTING
SURFACE SHALL BE
THROUGHLY SATURATED
AND EXCESS WATER REMOVED
r- io"
,z,
DETAIL
1/4!' CLOSURE PLATE 7�
N.T.S. [ 1 ]CONN., EXIST. WALL FT'G TO NEW WALLI N.T.s. [2]
EXIST BLDG WALL
i
I
�J) I #6 ® 12" O.C.
I
I
ROUGHEN SURFACE B.F. EL. = 93'-3" #5 ® 10" O.C. E.F.
TO 1/4!' AMPLITUDE I
I
I
#5 ® 12" O.C.
HORIZ. REINF. T.O.C. EL. = 91'-6" I
INSIDE WALL — — —
I
B.F. EL. = 90'-6"
ADDED REINF. INSIDE AT
EXIST 8" PIER WALL
BOTTOM OF FRAME
HIGH ROOF FRAMING PLAN.z
04 CL
APPROVED
CITY ENGINEER
CITY OF FONTANA
R.C.E.
4 , App
ELM PAB I PAB112-15-921 1
DWN ENG I CHKD DATE REV I DESCRIPTION
SEAL WELD NP
7 RUNG
6 1 CLIP ® 5'-0"
J MAX SPACING
(2 CLIPS MIN)
2" SCHEDULE 80 PIPE
TYP SIDE RAIL AND
DETAILS
UNG ? :R
FLOOR 10
N.T.S. r 3
DETAIL N.T.S. 7 LADDER DETAIL N.T.S. 5
PROJECT CLIENT
ARCHITECTURAL BARRIER REMOVAL PROJECT ELEVATOR FOR CITY OF FONTANA
PERFORMING ARTS CENTER, 9460 SIERRA AVE.,FONTANA,CA.92335
PERFORMING ARTS CENTER
DWG TITLE ROOF FRAMING PLAN 9460 SIERRA AVENUE
owN ENG CHKD DATE & DETAILS FONTANA, CALIFORNIA 92335
3/4'0 c 5 1/2 to STAINLESS
STEEL HILTI KWIK—BOLT
4"
#4 ® 10" O.C. E.W.
1 '—e►
SPLICE EXIST BLDG WALL
I I
I
I I
I I
I I
I
7 -J
L — J B.F. EL. = 89'-6"
HILTI HIT C-100 4 1/4!' EMBED W/5/8"O HOLE
DETAIL
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N.T.S. 141
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• 3 8'\ B ' T .TES .,85' _ • ��
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I DW SHEET CONSTRUCTION
CITY G 23 05 S H 12 OF 16 NOT FOR Co S
N 0, N 0.
LADDER DETAIL N.T.S.
BOCK ENGINEERING, INC. SCALE PROJECT NO. 92035
CONSULTING ENGINE E It S 1 /2" =1, _ 0» FILE NO. 92035-18
STRUCTURAL • ELECTRICAL • MECHANICAL DWG. NO. REV.
o O
4650 ARROW HIGHWAY, SUITE E-2
T909 621-0544 MONTCLAIR, CALIFORNIA 91763 7 OF 7 DRAWINGS
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