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1 nwk- (Am 4MADE IN CHINA IN + 1 1 1 1
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VERTICAL �
I I A 12'-0 Q.C. (TYP)
J/1 J/1 J/2 J/2J/2 J/2
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1/2'0 CONCRETE Q I I 1 RE AW
EXPANSION BOLT (TYP.)
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FXISTING MASONRY WAIL _—"/ C PERMIT 5ET
A
A it
I
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' GENERAL NOTES: STUDS
RWA EXISTING EXTERIOR CONCRETE 7. ALL CONCRETE USED IN THE FOUNDATION IS TO BE 3,000 PSI 0 28 DAYS. 2 x 6' - D.F,-L -
1 &BTR. - 12' D.C.
PORCH AND STEPS, AND WOODEN ROOD 1. THE WORK PROPOSED AT THIS TIME IS TO PROVIDE A NEW Ri30F" FOR THE BURNED OUT W/ 1/2' CAX SHEATHING. x L?
! / PORTION OF THE STRUCTURE. IN ADDITION SEISMIC UPGF/ADING IS TO BE 8. ALL REINFORCING STEEL IS TO BE GRADE 60.
I � PROVIDE 4 FULL HT.
PROVIDED TO THE NARROW DIMENSION OF THE STRUCTURE. THE PROPOSED SEISMIC DS AT EACH SIDE _
i r�T BRACING SYSTEM WILL BE A BRACED FRAME. A NEW CONCRETE FOUNDATION DIRECTLY 9. CARLSON TESTING SHALL PROVIDE SPECIAL INSPECTION OF THE FOLLOWING ITEMS: ST SNGARAGE DOOR
UNDERBEATH THE BRACED FRAMES WILL BE PRCV I DFD TO PROVIDE RESISTANCE STANCE TO
! OPENINGS AND 2 FULL
I OVERTURNING FORCES. PORTIONS OF THE EXISTING 8 INCH CONCRETE BLOCK ARE TC A. REINFORCING STEEL. HT. STUDS AT EACH I f I
BE P?MOVED AND REPLACED. SPECIFICALLY, THE EXISTING ENTRANCE ADACENT TO B. FOUNDATION BOLTS. SDE OF .3068 DOOR.
i I THE TRANSIT CENTER IS TO HAVE ALL OF THE WOOD RFMVED AND INFILLED WITH C. WELDING.
CONCRETE. BLOCK. IN ADDITION, A PORTION OF THE WALL FACING COMMERCIAL D. BOLTING (BRACED FRAME ONLY) .
STREET IS TO BE REMOVED AND REPLACED WITH 8 INCH CONCRETE BLOCK. PRIOR TO b
MASONRY WORK STARTING. 11IF "GIlNEER IS TO MEET,' WITH THE MASONRY CONTRACTOR 10. PLYWOOD NAILING IS TO BE AS FOLLOWS: \ I
i TO REVIEW I ORT I O" OF Till NM WF I CFI AIDE TO BF REMOVED AND REPLACED. I '
A. 8D NAILS AT 6 INCHES ON CENTER.
2. ALL WOOD FRAMING IS TO BE DOUGLAS FIR LARCH N0, 1 AND BETTER. B. 8D NAILS AT 12 INCHES ON CENTER AT ALL FIELD LOCATIONS OF PANELS. \ I 110 PROJECT:-
3. ALL BOLTING IS TO BE ASTM A36 OR A307, EXCEPT AT THE BRACED FRAME. 11 . FOUNDATION BOLTS ARE TO BE ASTM A325 OR EQUIVALENT. ' \�
_ RO OVE EXISTING WOW FRAMING,
AND REPLACE NTH MIB' CONC. 8LCO 4. ALL STRUCTURAL STEEL IS TO BE ASTM A36, EXCEPT FOR TUBE SECTIONS. 12. INSULATION WILL BE PROVIDED ON THE UNDERNEATH SIDE OF THE ROOF, AND IS
I STRUCTURAL TUBING IS TO BE ASTM 11500, GRAD; B. NOT PART OF THIS PERMIT. � I
i I S. ALL WELDING ELECTRODES ARE TO BE 70XX. 13. NOT-MOPPED ROOFING, MEETING CLASS B, SHALL BE PROV'DED OVER THE PLYWOOD \ '
-- -— -- --+ ---� ROOFING AND IS PART OF THIS PERMIT. -- '- - --- -"---"
6. ALL BOLTS USED IN THE BRACED FRAME, EXCEPT FOUNDATION BOLTS, ARE TO BE I CLIENT.
--- -
I ASTM A325. ?�
i ( IiiSTING MASONRY WALL -
\ \ / Date: 5/27;'94
4 \ E)OS'MG MASONRY WALL Scale:
1--— I Drawn by. DLB
o Irheclec by. JRN
x % �"'
EXISTING 8'-0' x 10'-0' OPENING JOD NO.: 2262I o i
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Drawing No.,
J/1 J/1 J/1 J/2 J/2 67/2 2262F�OR
--- I
-EMINlG WALL l rZTING WAIF DOSIV^v FALL---
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1;OMMERCIAL 8900 FLOOR PLAN — — _ SHE'-
OUP 94.0181 , SCALE: 1/4044 `
2 OF 5
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JUL 0 7 1394
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SOLA BLOOD ALL
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i
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2' z Be JOISTS •24' O.C. BETWEEN TRUSSES
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REVISIONS:
A6-30-7+
PERMIT SET
AV-
• , ___ �—` I I %� ROOF DECK I
a ; _ \ PERP To JOISTS
I ( PROJECT:
®. IS RO Ii CJS BLDG.
876
I I i Date: 5/27/94
Scale: T 4"=1•-.E,'
Drawn by. DLB
Checked by. JRN
�\ Job No.: 2262
Drawing No
O _
w SECTION t'-R' tN9pE
fera
EA BM BELOW\—
STEEL X11' e % I
SIM BEAi'-6'W PG.SIIPSON CS300 STRAPS - 48' O.C. (SEE 4 '`!N -iW SRES,) j
S
(SEE PG. 4 FOR WW9ZES) (28' LONG) W/
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ENO - SPACE NAIS 2' O.C. NIT.
TWD ROW'S ALONG FIRST TV
OPEN NEB STEEL JOIST.
Al1GN w/STRAPS AT END WALL
ROOF FRAMING PLAN
I
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SUP 94-0114 _— ------.•. -+•.
3OF5
JUL 0 7 1994
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BONA Km
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BUILT UP ROOFING 2 r 6 NAILER BOLTED To Top F AN6E
PROVIDE VERTICAL. REBAR -- PROVIDE VfftllCAl. REBAR
WHERE OPEN CELLS PERMIT SIT PLYWOODOF STEEL TRUSS w/ 1/2'/ BOLTS AT 32' O.C. .-f`�~ wHERE OPEN CELL! Pum i
BURT UP ROOFING j
AND MT. USE #4 REBAR AND MI. USE #4 REBAR
518' COX F'LYND I AT 32' O.C. / 1 1/2' CANT STRIP , A' 32' O.C.
ROOF DECKING I
I 3/16' 11/2'
1'2' P.T. HALER _.. --- •ms's-r I r ?ONS.
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. HORMONALLY ,� •30'14
W/ s/s ALL THREAD . GONTINuous
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: II
h SOLID GROUT
T
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SOUR GROUT a
3/16' 5• I I THROUGH ba
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__._ METAL SIDNG i
NOT IN THIS CONTRACT. --— -- --METAL SIDING
I NOT IN THIS CONTRACT.
AN VkB STL TRU;S I
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•:.; ' 3/4'1 GALV. ALL THREAD ------`�
BOLT •32' O.C. SOLID GROUT44
f,• �'� I THROUGH BOLT LOCATIONS •-----
•' I I PROJECT:
ED. BROWN ZL&
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Dote:
5/2/94
{ I Scale: 1
Drawn by DLB
4.—...,. � I ti.. • ` I I Checked by. JRN
,� •. :: I Job No.: 2262
•: I - � I � Drawing No.:
2262SEC'
1 i
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I
-- - _- EAST WALL. BETWEEN TRllSSE3 EAST WALL AT TRUSSES
SCALE: 1 1126-V4 SCALE: I
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RSHEET �
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JUL 0 7 1994
MICROFILMED
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MADS IN CHINA IN
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CIX ..25 CON1MNIpU$ 1/2'0 THREADED STUD 5/8' Pll'1M00I1 k001 DECK
ON EXTERIOR EXISTING 8' WELDED 10 14x4 0 3'-0' O.C. 10 BE MATTED PERP 10 J01S'S
` v
3j440 All 1HREAO C11U MAIL W/NUT RECESSED �,
SOLID GROUT ! -4' z /' v /
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COM ER OF ANNE 2 x 6 I \ - 5/8' Pt YWOOD ROOF DECK
' LOSE EITHER (2) 2x6 OR 10 BE NAILED PERP TO JOISTS
(1) 416 AT STRAPS J,4'1 THR[ADEO STUD SND WALL SIMPSON H2.5 OR EOUIV.
- ---- WEI.DEU 10 W 10x22 13'--0' O.C.
` SIMPSON 110 OR EOUIV.
W/NUT RE(�SSEO
----SIMPSON L'O OR EQUIV. I
- 3/4'F THREADS% S1UO
4 x •t z 1/4' # \ • 2x8' JOIST 0 24 O.0
�+ WElUFU 10 W 10x22 0 3'-0' O.C. �
2 x 8' BLOCKING w/NUT RECESSED I /
CONT. _.--
��-- 4' X 6'
SIMPSON NTS1., ST STRAP BOLTED TO W BX31 / 2' X 8' BLOCKING
1
01' O.C. - NAA i0 -- —W tOX22 STEEL BEAM _ _ 4' x 6'�-./
2 x 8 w/1 - IDc x 1 1/2' —�-_ I BOLTED 10 W 8X.,1
�_- _� 2' z 8' RIM JOIST
LONG NAIL *0 TO 4' (1 - 1/4' I I W ICx22 STEEL BEAM /
W/4, OF 1/8' WELD �'--
(2' [40i SIDE) I 1,_ .
6 1/4'
\w I
DETAIL OF BEAM CONNECTION DETAIL OF BEAM CONNECTION_
I SCALE: 11%1'=1'-0' - - - +_"SCALE: 11/2'=1'-O' e ' REVISIONS:
AT BLOCK WALL T a -- ----
� A WOOD WALL
PERMIT S
J 3h6' 8• /
1 �--
8' x8' x1/4' T•S At A2 / B
10.
50
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1 1/16'0 HOLES (2) ' 1 1/10 HOLES (2) _ "' \
� W 3X31 STEEL BEAM
3 4' PL �- 1 1/16'1 HOLES (2)It.
_ -C�BTAIL OF BASE PLAT____- _ -- — ---._ _ — t5'—o' __ .—____-- _-.� __ _
—OJEC1
Al �W_AL_QF
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S SCALE: 1 1/2'=1'-0' low LW
DETAIL OF STEL FRAME G ,2,,. R CD , �`�' FR
4' x 6' BOLTED TO T .
OP 3
OF W 10122 BEAN YSCALE; 1/2'=1'-O' CLIENT:
ON iv-!ORTH AND SOUTH WALLS PS(SIER7 GRAY
(4) 1" ,80LT5 IN
11 0 HOLES (4) 1/4' PL JtE: 5/2/94
W 8 x 22W 10x22 W 8x31' n by-by DL9
NOTE: HALF OF BOTTOM OF
- --
BEAU FIANCE 1O BE RE:NOvE: I - - _._._.._._..__ 1'-8 S/8' Checked � ,RN
I � _
I 'O ALLOW BEAM wE8 10 LAP O
I Job No.: 2262
ON10 3/8' PLATE. 5• 5 5/16• 5 5/16 1
—__ . --- - - - - Drawing Ni.: <<62FRAM
1 DIA. I �- 1 1/16'1 HOLES (3) --\ 1 1/16.1 HOLES (3)
(4) A325 BOYS W,' NUTS -
- 1/4 PL
80
3/16' 8. -� 1/4' 0 3 4 PL V 10 x 22 , rF i -w 10 x 22
� t
J
L 3/8' PL x 11 3/8' x 1'-11 3/4'
FLANGE TO BE REMOVED , �� 1/4 :� -1/1 0 1/2
'�--- W��Lif� narn7r r► 1
.--`�3/8' PL X 11 3/8' x 1' 1 3/4' _
5/16•PL x 4 1/2' x 8 5/16'PL x 4 1/2' x 8 5/8'
y,v
4 7/8'
8' x 8' x 1/4' T.S.
1 1/16'1 HOLES (2)
'
� w 801 ;TEFL Br AM ;
02 DETAIL OF TOP C DET OF TOP - N�- A2 ETAIL OF B 8E _ pETAIL- O TOP� OI V I10tV
__ SCALE 1 1/2'=1'-O` _ _...-__ ___ -- ---��!0 E.0• - SCALE. 10=1,-r
SHEET -
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JUL 0 7 1994
MICRORLMED
I � III � I I � III I IlI � I I I � III � I I � IIII I � II � II I � II111 ' I � ill I I � IIi I I � I � i � I I III � I I � I � I � I '�
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