00-0366-011 ,. �. i � ,. � � ,. �.:. d. i I I I CJ LI.f I I I '�.i I 1 I I I l I L.,....I. I ,,, I, 1. ,,I,J. 111,.,',1 r. r. � ,i�. a np, ui � P.. �. �,
i I:. ,... ��� �,i�, i :., � { ... I '.I. I' I.. I II _ �. .. _ r � �. � 'I'-"_-'"-x'1"1.,. �., , ��,. �, � ..--.._.
P' 1 r _lu o I I I I �iL_ P r "u,.e ---1-`�- '°�-L`-- _�L�_.._� - - _
I ZII
I �I �, w
z
0
«4a12'�c/c T. - W «4x12' c/c T. w CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF 'ACI 301', LATEST I I I I a
C Q�C� -r E; AM &C E= � L. L } x4 _0 U x4'-0' = U EDITION, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS',, EXCEPT � � a Z
0 PL 14X14X3/4' - _ AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 3 p p Z'
BEAM TOP OF BM. BEAM SIZE CONT. BARS SIZE STIRRUPS SIZE U (a) CONCRETE SHALL BE NORMAL WEIGHT, AND SHALL ATTAIN A 28-DAY MINIMUM v 01I' $ $,
r r r , REMARKS �`* tic,-6' tl0'-6' �v I , - �� 1
I
MARK ELEV. WIDTH DEPTH BOT.( A ) OR Mu. TOP( G ) SPACING EACH END m tl0 -� 0, TOP OF BEAM Oo I c I W II iii FfNFL FINFL _ - = COMPRESSIVE STRENGTH OF 4000 psi, UNLESS OTHERWISE STATED IN THE PLANS. a O = -
r r , r . , . FIN.FL ELEv= t10'-5' I
2B-I i I0 -6 8 26 205 205 «3012 C/C � lb) THE MAXIMUM WATER-CEMENT RATIO SHALL BE 050 Iii a I I Z 1.I ALL AROUND - I
1` QL TB. BEYOND lc) NOMINAL 51 OF COARSE AGGREGATES SHALL 3�' CX
L XE R E AGG G I
RE
0 E ALL I
t i /
BE 4
I 30 2"6 «3 2 C C
28-2 2'-6 8 2"6 UPTURNED AM
P RNED BE
(U
I
m� > } (d) UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE MAXIMUM ALLOWABLE SLUMP I o
1/4' PL STIFF. OU (U _ OF CONCRETE SHALL BE FOUR INCHES (il'). NO WATER SHALL BE ADDED AT THE 1 a
WELD EA FACE
It
JO S t A Y-
B E O RE D TO-US CONCRETE WITHOUT I
E RE E OU THE APPROVAL PPROYAL OF THE ENGINEE 4 '
I�
R,
v �
E9 I _ _ p, Z
m I
Itl
AND THEN ONLY WHEN SLUMP TESTS ARE MADE AND THE CONCRETE 50 DELIVERED �I Z
R
I
15 KNOWN TO BE OF LESS THAN THE SLUMP SPECIFIED. -�! �I'I �11I b I m
A 8 xl2 MIN. I 10
COORDINATE WITH I
T.B w/ 40'5 CONT. _____ le) CONCRETE MAY CONTAIN A WATER REDUCING ADMIXTURE CAPABLE OF I 0
1 'G' BARS 30 BAR DiAM. SPLICE 'G' BARS 403 a8'c/c TIES. WINDOIU/ DOOR SIZES INCREASING WORKABILITY AND REDUCING THE AMOUNT OF MIXING WATER, CONFOR- >• = I'.
T5 4X4X1/4' - MING TO ASTM C-494, TYPE 'A'. OTHER ADMIXTURES MAY BE USED IF APPROVED I m � I o
01 'K/ 1 II �E•�/ I I OI \ 2 C°� i ON BY THE ENGINEER .. � ''... : 0
F 1 1 (f) TESTS ON CONCRETE USED IN CONSTRUCTION 51-TALL BE MADE BY AN I
SCALE: I/2'=1'-0' APPROVED TESTING LABORATORY, AND REPORTS SUBMITTED TO THE ENGINEER. = A O O Cr
- 2 fi /C L f NTEL DET,4 f L C T�1'P.� - 2 THE COSTS OF SUCH TESTS SHALL BE ASSUMED Y 7H
7 L:." , "I B E OWNER
L �
& CT I ON 1 SCALE= 1/2'-1 -0' (g) A CARING COMPOUND SHALL BE APPLIED t0 THE 70P OF �2 o
0
SCALE: 1/2'=1'-0' -��_ 'GREEN' CONCRETE SLABS AS SOON AS PRACTICAL AFTER PLACEMENT OF THE o
'A' BARS 'A' BARS 3'(TYP.) 5 ° CONCRETE, FOLLOWING THE MANUFACTURER'S SPECIFICATIONS AND RECOMMEN- �, to
Ili ! \ 1 'A' BARS DATION5. SPECIFICATIONS FOR CURING COMPOUNDS SHALL BE SUBMITTED TO THE 1 4 : � <
COLUMNS
41, ARCHITECT AND ENGINEER FOR APPROVAL. ALTERNATIVELY, CONCRETE SHALL M I I m
4' BE KEPT IN WET CONDITION FOR THE FIRST 24 HOURS AFTER PLACEMENT AND SHALL o
4° N
r r V'1
I
2 x 8� P.T. WOOD LEDGER i' T i BE MAINTAINED IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER '� W
i a x io P. . WOOD DECK NG I
EE
W/ A. 16 O C. � I
I
e B PLACING.
a
a m UJ/ (2) l0d NAILS EACH CONNECTION
OF E G R
L D E �,,
i
I
Li L2 L3 CANTILEVER a ` (h)REINFORCING: REINFORCING STEEL SHALL BE GRADE 60. �:% a
11 2'x S P.T• WOOD JOIST
« 24' O.C. L/2 L/2 0
a
4 6 c/c T.
L � � �
CONCRETE BEAM REINFORCING DIAGRAM x�'-o' coNNECroR TYPE �5 � I I I a z
NO SCALE _ AT EA, JOIST
1'"' I Z
-
I Z
I; • tlm -� ±10'-41/ a ----- I I 1 �jq I ' a
SAM i� i1N ®i�CMN�" N®T5 FIN. FL ----- ��
TOP OF tic'-6'
- AM --- Di I, F IN FL
{ 8E ---- �
-
O � I
r r T A ��
V
I
T INUOUS SPAN O $P N
11
I -
5A RS S iGNAT G A t0 CON I
R E ED RE P
B D
I
I
1) -
0
WITH 907 STANDARD HOOK AT DISCONTINUED END � ONNECTOR TYPE 5 Mt I E"'+
AT A. JOIST
A CONT. A S
E a
G "5 R
DD B 2) x 1 ro 1"11
I ' 2) LAP SPLICE "G' BARS ONLY A5 NECESSARY AND
( 2 2 WOOD N,
1 r
a 12'c/c EA SIDE FOR 2B-) BEAM 2 -0 N
WITHIN CENTER THIRD OF SPAN. BEAMS 24 OR DEEPER
SPL ICE I-
(2) '/1' m x 8' LONG L-BOLTS V o
3) 'A' BARS (BOTTOM) ARE CONTINUOUS OR SPLICED AT COL. � CROSS SECTf ON I'x 2 P.t WELDED TO SPECIAL HANGER 11
1 I
SOFF I T
W .i I
"'�� -G.L. COL. �,
C.L. COL. a
8' 5'-2' ,o' 1, I 0., >
_ , , J
x (o WOO I I I I o
�O D �a THICK HOT DIPPED GALY. 1 SPAN 1 SPAN 2 A, �.
COL. BEYOND 4 STEEL SPECIAL HANGER 1 N 1 0
2x4 P.T. NAILER W/ 1/4' 0 �/ H W
'i ' LG. 'TAPGONS' "T"FIiL COLU1„iN iViiDDL S�i�IPS 11' 0II
I a 12 D. TO USE l2)%' DIA. THRU BOLTS WITH i
NAILER W/ 8d NAILS 04' C/C. I 1 0
e E:C T i O I V r,4 Nu78 AND WASHERS. COIMTER SINK F Q S F L A T FL,4 7 E J L,4 5, 1 N . I Q
AND PLUG NOLE5 FACING EXTERIOR I 0
SCALE: 1/2'=1'-0' �L- FACADE.
;50T F I- NOTES: 1. L -- BAR LENGTH FROM BAR SCHEDULE. �� d I � �
2. BARS IN OTHER DIRECTION SIMILAR m `r" a 11
S' CONC. BLOCK
BE LOU) UJ/ A C 3, PROVIDE A SOT. MAT OF "4a12' C/G EACH WAY, UNLESS OTHERUJISE NOTED. mot` Lj
N r � 4. PLACE REINFORCEMENT FOR io INCH SLAB. IN THE FOLLOWING SEQUENCE: �"'�`++
------___ lO X 16 CONC. + F - CONNE CTOIR DETAIL � 3
FTCs.
_l2 6 71 � 2 05 a MID. DEPTH. � A) PLACE E-UJ BOT. BARS IN COL. ¢ MIDDLE STRIPS.
/—I - - z
TOP OF BEAM SCALE: N.T.S, ® � B) PLACE N-S BOT. BARS IN COL. MIDDLE STRIPS. a
C) PLACE N-S TOP BARS IN COL. 4 MIDDLE STRIPS. o
- CONNECTOR TYPE AO D) PLACE E-W TOP BARS IN COL. 4 MIDDLE STRIPS. i -
*�_ #.., :. «4�6',c/c T. (MAX. UPLIFT= -2.0K) 2 5. COORDINATE ALL DIMENSIONS, FLOOR DEPRESSIONS AND SLOPES WITH I
I : ii,°-i"k 1,f
- ---- �, x6 -0 (REACTION= +3.�K) GJ_2 ; THE ARCHITECTURAL PLANS.
- ---_---- - ± 0'-0' AT EACH END 4. 4 oT. A
- --- --- --- --- B DD
I - 61 -
-0 _
i F N L 0 SI 1.
I 1 --------r - -- --- ---- ---- --- ------------------------------- 3
1 SET BACK - - - - 3 - - - +—
�I
--J i i 2x4 P.t. NAILER lU/ 0.145' 3' 2' 2' 3' �' 9 1/2' 2' 3' , 14' S 1/2' ; 3 2 4 9 -�I'll W fe- --- I 1 r r r HOOK SOT. REINF. - 1
UP 8 X 2 i8 LONG HILtI X-2F UP INTO BEAM a I
PIN e 12 C/O. I' I I ... 3
I 5-2 ' -- �
I 1 - - � I I
----I---- - _
- -- ---- --- ---- ---- --- ---- ----- ----- I :, tt '.f : o�1.1 "' -t -- -------- ---- --- --- ,& C I O I I - 8' 13✓-2r ��,� ,� 3`�' ' x 8, ZS
- r-- -- ----- ---- --- �-
SCALE: v2 =1 -0 2 __ pso ?� 4 lPy : �, ;.11 i I -t I cv cv C` I.. � - ih x 1.
z
ii cil i i --- - -- -Q�a- �II '
1 I - -
+� 4' O a
�-25 1
i I 1 �� 0 141 0� DN m 22'-9' 0 S' cv �t Q' d °11
1 :1 '1 z C + -/ y , -' O LN
I M _
I
l
5
6 4x 0 �-IV c
- # 4 x 0 5« 4 B ADD. 6' C.0 2nd. FLOOR FANS< Q o
- GJ'_ h+ o
m I i I 1 t l d1 X X FW+1 Z
_—__—__—_ .e
—�i
__�T- I 11 r' I—' Q 4 4 x 10' x x �4 I _,-„_„ '` ,.; .1 }-� -- 3 4 tom` a 11
��'�- ��«� ` '� "' r 2'x S' P.T. WOOD o-11 r ✓ � ---------,I --- �, 0 � � 4 4 d LEDGER 0
4 -0 �; —
t I D
r .�_ -
W
10 -1 �, C I 0
�t
��.
x.:
o
i
f
-, 2 -2
x' B
a
Fi ! - ,. .. -.si _ _— 11 f } r
may
x,
} V
W
II ,' I .. _c F. '
CONNECTOR TYPE 2 __, t;r ----- <� ,� «4, ,I; r c
_ O �F ,r a,: ... + - -----
' r
CMA IFt-
i;
__
r x
r -
X U 0.8K
PL
a
� I
_ .� � 5 -2 6.11 I 11- 8
+ 1�1 I
T ;,�
( A I 14K)
RE G ON= ,�, �y ��. _-, , -:, .•
/i .. E -—11-AT EACH END __ i �...
1 I I H- III- '�7 ;w -C-,�.-"- --, -,
I I/ 0 v. 11, "-�-
/ �, A `.F.. Y r I II,�//, 1�1 S .
i
N/ //�// /// siiW ,�::',�_�,,,,' ��-.;- !--� ,, '', ��, ,, ,"- . — �rc". : `i I N O":`, -i -/ � , , - '""', <'I -
/ j N u
i
11 - 11 i�
QfU I
!;;' ,� s $.. , cv III
a .,,, '� - I ctl
CONNECTOR TYPE 1 ,, / , 5 s I ,g yr y � - N
-✓ O -'.': Lf% / �/ : I I t..^1 T ':� ,::j�l^ qI. 1 � (i io
BOTT. STEEL "4 a 8' - - /;' ,; ��' , Y �11
«4 '� 12" TEMP .;.'� Y%a fi', ,f ,� - - -i *�,�� « - . « x i0, 0 'v v�
I t b. , x C2 2 x 12 WOOD __ o 11 I
RAKED GABLE END -- '�)-- %/�� G2'� ' �n 2'-0' 4'ri0 �.3'-10' L 0'-8' S' B 11
I � r//i 7f ----------i1 .� ., i -- -- -- I I R Z
� i" ��i f 4/, F
.��. PIGGY BACK __ It< 1 :1 ' �' , d S-2 r
1
'.i __—__—__—___JI I ki F Lj
TRUSSES ® THISq x A ? I -----
��
��' s �t,�r; 1�2 - N I -_
AREA 1 9 {, ,' �/ c�
q _ p �._. �, , IQ 6 x 6 P.T. WOOD I J � z
.i� ' ! X X .}C GR2'4, ;t+ ` ,Y U '' x ,#:j I I s E _1 N L7 _11 11 11• ----- -�� � G2 `'� � » I COL UMN N I "I
3 cv �t r to �# �l dl _ d �_,
r . . . '
«4 a S C/C TOP `11 O ~� 4 4x':4, }
>. � � I , x @ 4. 1 ' I —--—-
/`,� ----11 y - ;------ "'F, ro'-0' " 0, 3'-i' 41''- .' 5'-5' 2' �0�..: i 2'x 8' P.T. WOOL1 rte- � 2I
r
u s U I o
�� I II N I
z�:' _ 1= I m: f : �.a LEDGER �,, I ,/ 2'I
2 _ m
n __ J M 1 .-- a te a f/ .r. .�I r' � -�•T 11 1 I �'.,1 In �1 Cn FM13 ::�/; i, n I N I III I � � n) a.
l I x x 2 "� 4 K ,� (2) 3'x 12' WOOD j1 2 { I I n _11
1 .i 1 T I O 4 X2.,4, , s "' BEAMS �,, �q
I «5 VvE R i; _ I , Q
-2
-1 CONNECTOR TYPE i ! . - ----- �,,c�tP Vr�1.� 1 7 IN GROUT FILLED CELL O 11 . ' :� - � F 0
(MAX. UPLIFT=-0 SK) --- .�1 ------ ----- /� .
I 1 '' 11.'.' z --- - --- 1, .,.; `.� I �` 0 - ----- ' '^
Z Ul ,if.., ----� I , �'' �1.- Z UJ (REACTION +0.9K) - -- - �- ---- - --�---- ---- ---- --®+-I---- ® — - ----- 1 rt- _
�� a o ;�.
Cpl f V � . \ I m i,Jim IE' f U i 11 1 I I : ,% " 2'X S' P.T D �i .,' _-
- ..
Pt --- . J I I , , �. < r�.�- -
_ _ JOIST 16 C. MAX.
'It' Y' a1' 0 5' 0' 3'-2' 5'-11 1/2' 2'-3' -1'- 13'-2' 4' 1 1/ ' r ri 1 x 6 P.T. WOOD DECKING � `� ° 1 >j
cn It �' ,ll c� 9 2 5 2 (2) l0d NAILS a EACH 2'x S' P.T. WOOD , ~ 1' I W
----- I CONNECTION t0 JOISTS J ,
9 E3
I1 ,1� 371-1' LEDGER w x
I1` A CONNECTOR TYPE O2 r�� 0 A I -t11 cl�: .{ .:a t (MAX. UPL IFT=-1,8K) W I
°. ° ;' (REACTION=+1.8K) I X
AT EACH END 3 5-2
6 F°� m
.� \5-2 FONTICIELLA O '1I w i L,
I I-16 a
� COND FL 00i� AIM N FLAN ENGINEERING, Inc. ® C� ,41�'C iN fi�L,4N W I 1'
4 CONCH �E: S�A I SCALE: '�4 I'-0' Structural Engineers SECONDLOOi� PLAN
11 -2 DETAIL AND SECTIONS SCALE . i/2 ' = 1'-0' Cert. No. EB-0007470 . jCALE: 1/4'= 11-0' ``"
V)I
p
U
w
--, - _ _ -- --- - -- -
- --- ---
I '�' 7 ;i't. �., r:. rl. I .. I � n u LIIIn� Ir 1 —T I+'- _7TT�� i.TC'- �I.I i.l l^ uIT � ��L, II`7i i.�,', Inl�l'�II'l n,i cic Ii7r —�-.i. 1`— I.�„'��.�,.. .I `"T,TIT.!,f� �'i'.�� la.lu,,�� �� s'..�,I�� I .� , �:.�� :,.,. ,,.. ,. .,,,�..� �..,.. �..�,'� � .
I I lip � i I � I � � �.�:.I I � � �.7 1'f � I I 11 I I ''"1� I 11 III i I I I � i it �.�
I i i � I.. I I I II I I I I I I I 1. �- i 1. .....�. I.i.
�. � � � � �. I. � �. � , ��. T. I. �.-Tl 'fT-T 1 I r r' - _ T .. i I �.� .�. ..
�L >_ _ 'TIT`!'- Tj-T'[-; --._-�-7T"[---- ----�--'i-- --- __..___..._..,. L.�----