HomeMy WebLinkAboutWTR2702953.62M
Lid OPEN WEB STEEL JOIST
O� SEE NOTES (TYP)
N 10 r
12 OPEN WEB STEEL JOIST
N STRUCTURAL DECK 3F— STRUCTURAL DECK 12 SEE NOTES (TYP)
SEE NOTES (TYP) 3 � I
SEE NOTES (TYP)
/ "R10" TYPE TOP
"R10" TYPE TOP BOTTOM CHORD BRACES "R1" TYPE TOP
CHORD EXTENSION
CHORD EXTENSION @ 1 /3 POINTS � CHORD EXTENSION �
TOP OF WALL TOP OF WALL
EL = 106.83 i EL = 98.83
BOTTOM CHORD BRACES
@ MIDSPAN
NOTE: PLYWOOD AND COMPOSITION ROOFING NOTE: PLYWOOD AND COMPOSITION ROOFING 6'-0
g JOIST GIRDER 30"0 HVAC 3'-0" " g
4 -0 DUCT (TYP) ARE NOT SHOWN. ARCHITECTURAL CEILING IS CMU WALL 4'- 0 ARE NOT SHOWN. ARCHITECTURAL CEILING IS JOIST GIRDER
RFI 151 NOT SHOWN. SEE ARCHITECTURAL NOT SHOWN. SEE ARCHITECTURAL CMU WALL
DRAWINGS FOR DETAILS. (TYP) DRAWINGS FOR DETAILS.
(TYP)
SECTION A SECTION B
SCALE: 1 /4"=V-0" 611 SCALE: 1 /4"=V-0" 6 11
8 STRUCTURAL STL ROOF DECK NOTE: SEE SECTION J THIS SHEET STRUCTURAL STL ROOF DECK STRUCTURAL STL ROOF DECK NOTE: SEE SECTION J THIS SHEET STRUCTURAL STL ROOF DECK g
SEE NOTES ON S6 (TYP) FOR ROOF ATTACHMENT TO WALL SEE NOTES ON S6 (TYP) SEE NOTES ON S6 (TYP) FOR ROOF ATTACHMENT TO WALL SEE NOTES ON S6 (TYP)
BETWEEN JOISTS. BETWEEN JOISTS.
12 3 7 PER 36' 0 1 /2 1 2„ 9 CC 12 3 7 PER 36" 0 1 /2 9" CC
WALL COMPOSITION ROOF / WALL WALL COMPOSITION ROOF 1/2" WALL
OVER PLYWOOD. /SHEARTRANZ II OUTRIGGER 2.5VS6 OVER PLYWOOD.
SEE ARCH DWGS /SHEARTRANZ II OUTRIGGER 2.5VS2
>, @ 4'-0" C.C.
4 4 L7x4x3 8 ANGLE 4 4" SEE ARCH DWGS
/ 4" 4 L7x4x3/8 ANGLE 4" 4" @ 4'-0" CC
CONT CONT RFI 122
7 TOP OF WALL TOP OF WALL
EL. VARIES
.�.: EL. VARIES 7
�F
TOP OF WALL > >::� FILL OR COVER I TOP OF WALL L3x3x1 /4 ANGLE FOR •_•,•.
RFI 100 `' I EL=98.83
EL=106.83 i a I i f,
r, I t INSULATION I �Y; CEILING SUPPORT W/ 5/8"
t I ANCHORS @ 24 CC
I ;. �• :L: I I ,r •;r•; I (11 /10/04) SEE ARCH DWGS I �.. I
RFI 15.2 I`.: -.a RFI 100`. ~.a , I r ,.a , :.•.a
L3x3xl/4 ANGLE FOR i • = 'S• i l 4" GROUT METAL CEILING i 'w k I 4 GROUT
1_ 8"x8"xl /4„ _
(11 /24/03) , r.:- , :,� ; 8 x8'xl /4' CEILING SUPPORT W 5 8"0 I—r.., a I r - ,
INSULATION I r, I / / I r�r :,w , 2- 5 CONT SEE ARCH DWGS I r , r�.:'
+ BEARING PL •� . •.. # y �•?� I BEARING PL y •• :: � I 2-#4 CONT
SEE ARCH DWGS I ,�� I ANCHORS @ 24 CC I :i I y- ; i I -. ;•�
r,... „�;'1 I I r '�.". •;''.''1 I
4 :;:'
2- 5 CONT I "-+ I OPEN WEB JOIST �` :�j i 2- 4 CONT OPEN WEB JOIST I I�::;_ ' 3/4"� HEADED
;. I # r Ir ;� I 3/4' 0 HEADED I I a _, # R,
METAL CEILING I r:= - SEE NOTES ON S6 1 r r;.' -tea i .. -a I, -::-a i SEE NOTES ON S6
SEE ARCH DWGS I .. ANCHOR, 12 CC ANCHOR, 16" CC
s i , rl:= i W/ 5„ EMBED i r METAL CEILING ,=
6 - rr..: ,o,! I W/ 5" EMBED 6
I pr, ,C Irr�;
OPEN WEB JOIST I �;� ��� I I �:�i , i , a
� ,�-, SEE ARCH .DWGS I r,-..
a I CMU WALL SEE S3 OPEN WEB JOIST .:3 I CMU WALL SEE S3 2-7/8' 4x1 -6 LONG GALV. HEADED I CMU WALL SEE S3 ` ='i i CMU WALL SEE S3
SEE NOTES ON S6 2-7 8"Oxl'-6" LONG GALV HEADED I r,.:7 T ,�— I r :;� If— G= x •.T FOR REINF
/ _ - FOR REINF SEE NOTES ON S6 ' F FOR REINF ANCHOR BOLT @ EACH TRUSS ' 4 FOR REINF I -� =
ANCHOR BOLT @ EACH TRUSS :� �'+ i I� i I j ,, , NOTE: PLYWOOD AND COMPOSITION
Ir.r Ir 'r ,r ::
•r. ';+ i =.r. .:� I Rau ,ING PLATE W/ NUT, PROJECT Pr)r"7 \IG ARE NOT SHOWN. SEE
BEHKING HLATE W/ NUT PROJECT i•� -METAL CEILING i ..� i ..i
BOLT 3 1 /2" ABOVE CMU WALL SEE ARCH DWGS ' BOLT 3 1 /2" ABOVE CMU WALL ARCHITECTURAL DRAWINGS
NOTE: PLYWOOD AND RFI 110 (11 /17/04)
COMPOSITION ROOFING
J
SECTION C SECTION D ARCHNOCTU° wN. SEE SECTION E SECTION F
SCALE: 1 "=V-0" 611 SCALE: 1 "=V-0" 611 DRAWINGS SCALE: 1 "=1'-0" 611 SCALE: 1 "=V-0" 611
12
3
J
5
E -_ ;r' `�,' ANGLE TO R10 STRUCTURAL STL ROOF DECK
x^z• I 1 /8 2" SEE NOTES ON S6 (TYP) WA ILL OPEN WEB JOIST
-, • . 1 /4„ PLATE
K .. ANGLE TO TS
r �• .w I OPEN WEB JOIST
t 0 1 /2 4" 4„
t :� ;?j I STRUCTURAL STL "R10 TYPE TOP
o i r-Y, ;i I 2-#4 CONT "R10" TYPE TOP ROOF DECK SEE BENT PLATE
CHORD EXTENSION 4„
3/8"X12" LONG
o INSULATION 3 16 4
F I CHORD EXTENSION � � NOTES -0N S6 @ 4 -0 OC
SEE ARCH DWGS , ,� i �_
i I (TYP)
�' , L3x2xl /4 CUT
ci i w.-:::` �•,; I RFI 16
a, q METAL CEILING I r` : ::; i SHORT LEG TO
i F ti I I I PL W ANCHOR :-rrr _
SEE ARCH DWGS W/ANCHOR 1 x 1 ;t4 •k y
Q ' ���'� ..� i SLOPE CONT L6 3 2 5 6 •�-
,.;,v.; .,. LiJ� 1- -J BOLT @ CMU / /
r .:., I -------------- I „ i" 3 SIDES TYP
r �, ,, ANGLE TO TS CUT SHORT LEG 1 1 L 1-1 /2X1-1 /2X3/16 - } 3 16 - I
OPEN WEB JOIST i TS 8x4x1/4 TO SLOPE + 1
I• ,� . , � I. :•, i GROUT � r;� •� �::.:• t• �-
SEE NOTES
r= ON S6 " , `,:a i CAP ENDS I , 8"x5/16" K•: ;_ r.:� I "^I i BENT PLATE
3 SIDES TYP - L
i III (CONT) I - , ,
o CONT - — — — — — - — — — — — - �- �� , BEARING PL 3 16 I—[. ',:� I BENT PLATE 3 8"X12" LONG
-;1
?` y CON T I' Ly i� I ` w : , /
; ,,:a :: I @ 4'-0" OC
Qx.::.� CMU WALL SEE S3 I I I� I ;,; . ,�. I 3/8' X12" LONG
`9 1� H I I TS 4x4x1 /4 L6X4X3/8 LLV I T. j @ 4'-0" OC r� ,�.'
` 2- 5 CONT 2-#4 CONT
FOR REINF i r: , .
I ( I I , , # I I� •,•� ,, I ,t::;_ ,� 1 2- 4 CONT
r...,:: 11 11 TS 4x8x1 4 --a I X 12 LONG #
,.•.,• • .. I I / 3/4"� HEADED ANCHOR BOLT
I I CAP ENDS @ 4'-0" OC 6@16" I t`_'' '="� i 1
a 4 SIDES TYP W/ 5 EMBEDMENT: #
e « . 4'� I I rr +• d, i r' ,. i I I rr 'Q I #6 @ 6
>•I i I I CONT "
e -, I _ TS 4x4xl /4 (CONT) a) 12 CC @TREATMENT ROOM I r, • , .s� „ i rr:�;.'.c'*i I -,� i „
cn i r, •� ;:.•� I PL 5x5x1 4 I I I a :y i CMU WALL SEE S3 #4@24 I 4@24 I a�. .�: , 8 CMU WALL
/ b) 18" CC @ PUMP ROOM I x I� I w.x 3
3 i 1 c...•:.. �.:.• ` � � 8 CMU WALL # , . ��
FOR REINF
CDI-..
SUSPENDED SLAB
#4@12", EW #4@12" TIES
Lo
SECTION H S ECTI ON SECTION K SECTION L
. \//\\//\\ SCALE: 1 "=1'-0" 1111 SCALE: 1 "=1,_0» 611 SCALE: 1 "=V-0" 611 SCALE: 1 "=V-0"CD
611
o
cn
w
co
3 MODIFIED BITUMINOUS SHEET 6" AGGREGATE BASE
REINF CONC WALL WATERPROOFING MEMBRANE & COMPACT TO 95%
o� PROTECTION BOARD 1,_2„ MAX DRY DENSITY
SECTION rG
SCALE: 1 "=V-0" 5,61111
2
NOTES: 0 2 4 8 12
1. _ SEE NOTES ON S6 FOR OPEN WEB JOISTS 1/4"=1'-0"
AND JOIST GRIDERS AND STRUCTURAL STEEL
ROOF DECK. 0 1 2 3
lC)
SURVEYED: SCALE: AS SHOWN
i DESIGNED: SJ D LB VERTICAL: NAVD 1988 CITY OF RE NT O N DATE: DEC 2005
Plannin Buildin Public Works Dept.
ECONOMIC AND ENGINEERING- g/ g/
i DRAWN: Si ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/.JenksPROJECT NO.
J CHECKED: DLB Consultants SERVICES, INC. MAPLEWOOD 3-01-358
AT FULL SCALE
Q
10900 NE 4th STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. APPROVED: SEM 32001 32nd Avenue South, Suite 100
DATUM BELLEVUE, WASHINGTON 98005
IF NOT ONE INCH Federal Way, Washington 98001 SHT NO.
Y - RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
w
z ROOF SECTIONS AND DETAILS DWG NO.
NO. REVISION BY DATE APPR S 1 1
A B C D E F G H I J K L M N _
W