00-0222-017 w
FOUNDATION SCHEDULE CONCRETE AND STEEL COLUMN SCHEDULE CONCRETE BEAM SCHEDULE __. a � o
ATf/�lC`i STEEL' ^C:KIN6 TO W z
ELEVATION SIZE DOT RONF. TOP REINF. MARK SIZE REINF. TIES REMARKS REINFORCING TIES r O �j
ELEVATION SIZE SEE OE'GK W*rORT L .}"x4"x 1/4' WITH 0
MARK REMARKS MARK REMARKS „
TOP D L.W. 5.W. L.W. S.W. A 5" X 12" 4#5 #3 0 5" o.c. SEE TYP. COLUMN BEAM DETAIL O TOP (MIN) TOP DOT MID TYPE SIZE 3 5PAGIN6 NOTE AT PUDDLE WELDS WITH WASHERS 0 0
■ w AT �.. ,o.c. , (TYPICAL) r �
TSE +10'-0" 5" X CONT. 5" 105 B 5 X 16 6#5 03 0 8 o.c. " CC-1 SEE PLAN 5" X 5" MI 205 ' 4 #5 0 12' AT CORNERS - -- - 0 Z
MWFI6 +10'-0" 16" X CONT. 12' 205 G 5' X 24" 6#5 #3 0 5" o.a. w g_I SEE PLAN 8" X 12 I/2" 2#5 205 4 #3 0 12" E.E. ' " BALANCE O 45" o.c. CtGK,SUPPORT L 4" x 4" x 1/4' x CONT. 0
WITH 5/8"m x 6" ANCHOR BOLTS 0
MWF2 +10'-0" 20" X CONT. 12' 5#5 D 12" X, 16- 6#5 #5 0 12" o.a. g_2 SEE PLAN 5" X 14" 2#5 2#5 #5 0 24" o.c. PT 48"Q.c. , ANP I ADDL 5/5" BOLT J 7
F35 +q'-O" 2'-6"x 2'-6" 12' 305 305 CONST. BELOW EDGE FOOTING 5" X 8" 2#5 #3 0 12" ox,. STARTER COL. g_3 5EE PLAN 5" X 15" 2#5 2#5 #3 0 24" o.c. p.T E GH BRIDGING POINT o 0: 0 " n
F45 ZE5 " I 4'-6"x 4'-6" I6' 505 505 FG 1#5 MASONRY FILLED CELL " INTO ;ROPF TLE D-9-AM. U +
0 IE'?oT� f3c�o g_4 5EE PLAN 8 X 20 1/2 2#5 205 03 0 24 rdf' OF A1vGi:c TO MATCH TOP OF >. a
F5.0 45t_& 5'-0'x V-0" 16' 505 505* MARK 51ZE GAP PL BASE PL ANCH. BOLTS REMARKS SEE PLAN 8" X 5" * 0 • " PRECAST LINTEL TO CARRY STEEL JOISTS. � Z N rt
-� Totem >; R o tTc t►�1 L-I (7YP. WHERE SHOW n
F55 +8 h 13 5'-b"x 5'-6" 16' 505* 505:K -no r- .� 5 TUBE ST. 4"x4"x 1/4" 6"x5/5"xl2" 10"x3/4"xlO' 5/4" DIAM x 16" REF. PET. 5 200 PLF SERVICE LOAD MIN. 0 W 0
z � 0
4'1'-6" _ I
N li
b'-�" I'-4' 6'-2" 3'-3" 11'-0" 5'-0" 6'-4" 5'-0" GG-I f+25'-q"
B-4 (+22'-I" B-4 (+22'-1') B-4 (+22'-I' ;
0 0 FO I O O FG FG FG �L-I (+IT-6" -1 (+IT-6") —� 5-5 (+Iq'-5 1/2") L-I (+I'1'-6") Y h
4 • • • • 173
h 0
0 1 L 4" x 4" x I/4" (+21'=II I/2") x 4" x I/4" (+21='1 I/2") I-� L 4'
■ _ - - - - - - - - - MWF20- - - - �- - - - - - - - - - - - - - MWF20 - - - - - -� �• �U 1 t PET. A/5-2 I i I Iin t I W
CENTER MARK O FSS ( I mr I (TYP) - - I 1 - 12K5 -j - 12K5
m O I REINF. CASE LO - - - - - - - - - - - - - ry n `. I a 1' M 12K5 I I I 1 +, 1 1
= I IN 16' COLUMN WIDTH • �, I L x� O" i i i i I t 0
• m I�
- - - - - - - MWFI6 - - - - - -I �/ i i � ' i it- _ :TB-1 (+21'-5") z dad I I I I I I 5" LICrHTWEI6HT CONC. O
I �
PET. A/5-3 tti
I I (TYP) 12165 I I i i I6K"1 I i (100 PGF MIN, 120 PGF MAX)
ON TYPE WR= (22 6A. )
I_n I I t 1 1 I 1 1 1/2' STEEL DECK z
tsO.02g5w DE516N THICKNESS 0
x 1 1 1 t (TYP. THRUOUT) z
w
12K5 I I 3 I I 16K"1 1 I O (�
Y.
W
I I I I I I I I
I I I I I I I I 1 U
I I I i i i i i i i HORIZODNTAL 1015 BRIP61NO (�
I I I 12K5 I I I I 16K"1 I t AT TOP AND BOTTOM J
CHORDS WHERE SHOWN; cn
ANGLE I"x I"X 1 15" W V
WITH PqELV PL.I I CONTROL JT. I i I I i i I f' LOCATE BR PeINCp � JOIST. 0 Z Q
I I I I Q
I I ( C.J) I I I 0 i i i i i i r (SEE JOIST POINTS. 0 -
12K5 -1 16K7 .1
A 1 — — — —� — — i -. i — — i — — L — — 1 < W lL
I I I 5 I I I DRILL AND EPDXY NEW r.OLUMN REINF. I N I I I 1 z
O 1 6 MIN. INTO EXIST. PARAPET GAP. I n I I 1 I 0 Q
I i (TYP) i i vi i i i i ;
12K5—F - - 1 ~ I I6K'1 - i— - - 1 J n1
#5 x I'-5" x 6" HK DOWELS ~ r
I I DRILLED AND EPDXIED INTO
#4 x 5'-0" x b" HK BARS TOP
I I EXIST. FOOTING AT 24" O.G. MAX. FOR 62 FEET.O.G. MAX. I m i I I x --
I (5EE SECT. 4/5-2) (SEE SECT. 1/5-2)
I = I 12K5 1 1 1 1 16K'1 I I ACf'TP�GN S��l. r6GKINC:'f0 i Q
I CENTERLINE; - - - -� - - I I - - -� - - t- - - K Sv9P02T L 3x'3 x'1/e
n
I Z I I I 1 1 I 1 "ph cvl_f_ wzws
I I FAND O.J.
- I s l I I 1 I I 1 SNtfz
ax I I I 1 I I 1 W pint W A S
(TYP IGA C,�
- - 12K5 - - - -1 - 16K-7 - E- to
(A
b
I (- I G m? I I I 1 I I I
ore...wr•� ov
I CONTROL JT. I I O x M I I I I t I I m 0
I
A iy I I I I I I 1 Z 0
— I I — — —t — 16
S I I z
J AEG i OP�NIt',tC,I S- i n ro-l6-sg
I ' S i'. ou s-3 1 N 1 I A/C MAW(,
I I 1 1 I 1 1 SEE VeT".d�S-3 1 , 0
I 5' SLAB-ON-6fZADE I - - 12K5 I - - I I - - I 16K7
1 - - 14
W/ 6 x 6 W2.0 x W2.0 WWM E--
I I ON SLAB CHAIRS AT MID DEPTH z
;fl AT 6'-0' O.G. EA. WAY I I I X I I I I z
I ' ON 6 MIL POLY VAPOR BARRIER I 1 1 1 I I I o
I I EXIST. 5" x 12" - ON GLEAN WELL COMPACTED FILL. I 1 I 1 tt I 1 1 I a
(2) #4 x 4' EA. WAY I I I I 1 I I � p,,,,n
I I COLUMN IN IN SLAB A5 SHOWN SUBMIT FOR APPROVAL LOW 5 I 12K5 j I6K"1 I I 0 o�-a+-••
EXIST. MASONRY AT EA. COL. CONCRETE MIX DESIGN - - - - - - - -I - - - - - I }
I I WALL. WHICH LIMITS AGI PRYIN6 I I I I 1 I I I
I I GR055-H TCHED F —I (RINKEN R OR EG2UAL� 1N✓IN I t i I I I i t
CONTROL JT.
I I COLUMNS U.O.N) ( G J) I I I I I I I 1 I 0
- I - - - - I 0 t 1 PET. B/5-2 1 ' i i i i o
1 12K5 I (TYP) 1T-� 1 I I 16K`7 1 t N
4 •- I — — � — — —1 — — I— ;,t — � W
F • I I O I — U J
GUT 4'-0" x 5'-2" (MIN) 5 I I I 1 Ln I I I I
L - - �
I = DOOR OPT I N6 F45 I O 4 I I I I i I t w
IN EXIST. I I I I � I I I I O
I MASONRY WALL. I I I I
4 I I - - 12K5 I - - I 1 I 16K`7
—t — — —1 — — t— z
' r I I I I .0 I I I I - 0
• CON5TRICT O I I I N I I I I
FILL CELLS
I I ADJ. TO NEW
DOOR OPENING. i t i t i
I I 8Y 'DI;'r. s/S'3 MWF2 3 I - - - 12KS - - - - -I - I6K7 - t- - -
I I r - - - - - - - - - - -•� � B-I f+21'-5") I
I I Q I I 2 #4 x 5' I i i
PET. A/5-2 ' 1 5-3 (+Iq-3 I/2") I F
I O (TYP. WHERE SHOW I I I I I t I <
I 1 PET. A/5-5 I I
I I I A TSE J I I 1 (TYP) I I :^ I 1 ° I I z
N 1 12K5 1 1 tf1 1 12K5 I 1 12K5 1 -
I - -t- - - _ 1- - o
I I r�yvF2 I I I A i i i i i i i o
- - - --I �- - - - - - - - -0 - - - - - - - - - - - - - - - - MWF20 — — J I I I I I m I I
TSE ' L 4" x 4" x 1/4" (� 1/2") ' L' 4" x 4" x 1/4' (+21-1 1/2") ' L 4" x'4" x " (+21'7 1/2") ' a
-------
----------- \ •
O � O , ■ O , ■ , w O , n , n O , n O , i n O E FG 13 I3 � I3 13
A A Gal (+25'-q' D D 0-2 (+25-5") D D GGI (+25'-q") D
51-011 6-2 1'-4"1 6-2 I -4 II -0 I -4 61-20 I -4 6-2 I -4 g-4 (+22'-I') B-4 (+22'-I") B-4 (+22'-I') �
4Z'-4" B-5 (+Iq'-5 1/2" B-5 (+Iq'-5 I/�" B-3 (+Iq'-3 I/2" W Q
EXISTING ADD'N
EXI5TIN6 ADD'N PARAPET PARAPET �\ I
(O t ry I -vb OF SM D2 S-tL C1 V,S 0
� CTYPICrtL� f(1 I N I �
FOUNDATION PLAN 1/4" = 11-011 ROOF FRAM I NC FLAN 1/4" = lI-o" 1
I. FOR ATTACHMENT OF STEEL DECK TO JOISTS: - F
NOTES t;• �i„� in aNrttr Ho
PROVIDE 5/5” DIAM. PUDDLE WELDS iN 56/4 PATTERN ALON6 JOISTS UNLESS OTHERWISE NOTED.
U� t1
I. ALL ELEVATIONS REFER TO MAIN FLOOR SLAB m +10'-0" PROVIDE (2) 515" DIAM. PUDDLE WELDS FOR DECK STITCHING BETWEEN EACH JOIST UNLESS OTHERWISE NOTED. John H. BuScher- •�F" ; ��
2. CONTRACTOR SHALL COORDINATE ARCHITECTURAL WORK WITH STRUCTURAL, �= PROVIDE (2) #10 (BUILDEX) STITCH SCREWS BETWEEN EACH JOIST. 5trU4tturol Erjelll r.- ! �' i I
MECHANICAL, PLUMBING i ELECTRICAL DRAWINGS FOR VERIFICATION OF LO- 2. OPENINGS GUT THROUGH METAL DECKING SHALL NOT EXCEED �:t�'
CATIONS AND DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISCREPAN- 'I WIDE MEASURED PERPENDICULAR TO DECK RIBS, OR OF
CIES SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER 24" WIDE MEASURED PARALLEL TO DECK RIBS.
BEFORE PROCEEDING WITH WORK.
OPENINGS LARGER THAN THESE DIMENSIONS SHALL BE FL PE"#418 °.�
S. ALL DIMENSIONS ARE TO ROUGH OPENING OR TO NON-FINISHED WALLS EXCEPT SUPPORTED BY 5' x 5' x 1/4" ANGLE5 ;12bo5 5w bath tcrraF '# F►,�Id S057�586=1••6 • comm Ho
WHERE FINISH OF EXISTING WALL 15 TO REMAIN. VERIFY ALL DIMENSIONS. AND LOCATED A5 DIRECTED BY THE ENGINEER. + . A'�
ea •�