HomeMy WebLinkAboutPermit D99-0250 - Segale Business Park - Building #982D99-0250 SEGALE BUSINESS PARK BUILDING 982
18500 SOUTHCENTER PARKWAY
MISSING RECORD
G/S4
B /54
F5.0
F5 5
F8 0
WIDE GRA X 2' -0' DEEP
D E BEAM
6
P5 ▪ 6 , ,
2O 2.1 2.9 O3 3 4
8•-6"
10 - FRAME '8'
(588 DETAIL 8/55)
F4.0
F5.0 F4,0
5
/5
F45
N�5
F7 5
D/54
F8.0
F7.5
F8.0
3�w
' o
o
re
FRAME 'D'
1582 DETAIL B /S5 O PP)
F8.0
120' -0"
1 \6 m
� N
s
F8.0
B /54
SEE DETAIL ',5/64
iFOR TYPICAL SLAB
JOINT DETAILS
B /54
(
F60
P7.5
CONSTRUCTION JOINT (C.J.1
0 25'o.c. MAX.
4" SLAB ON GRADE W/
6 X 6 W1.4 X W14 WWF
0 Q OF SLAB
0 FOUNDATION PLAN
F7.5
�5y
0
Dclq 0 a50
F5.0
F /54
F4.0
F4.0
54.5
3' -6" W X 2' -0" DEEP
GRAD E BEAM
CANCELLED
F9.0
iJ
F40 _.'.? F4.0
HIS4 �'
ow
a i
F5.0
B /S4
55.0
G /54
\I
1 \6
REVIEWED
This plan was reviewed for general conformance with the following:
Structural Provisions of the Uniform Buildin Code
❑ f:on- scntecu.A Provisions of the Uniform Building Code
❑ Washington State Barrier -Free Regulations (Chapter 51-30 WAC)
❑ Washington State Energy Code (Chapter 51 -11 WAC)
The project applicant is responsible for conformance with all applicable codas, conditions of approval,
and permit requirements subject to the nmuiremenis and interpretations of the governing authority. This
rcvtew does not relieve the Architect and Engineer of Rewrd of the resputi;ib: fora complete design
axordmce with We laws of the eovemi jurisdicti�.m and the state of Wahingtnn.
Jurisdiction ciTse OF _, u IG w I LA.
By �� _ — z, __ Date f'M /99
RE. MIDDLETON, NC.
Code Review Consultant
D99 -aaso
t " LS lJ tS U ■'/ E
tr - 9 1999
REID MIDDLETON
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ROOF DIAPHRAGM NAILING SCHEDULE
ZONE
CAPACITY
ipIf)
CONTINUOUS
PLYWD EDGES
DISCONTINUOUS
PLYWD EDGES
INTERMEDIATE
SUPPORTS
BLKG REVD 0
PNL JOINTS
I
285/215
10d 0 6 "o.c.
10d 0 6 "o.c.
10d 0 12'o.c.
YES
',./.'.
425
10d ® 4 "c.cf
?Od ® 6 "o.c.
10d S 12 "o.c.
YES
_
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1k
— y I 14/S7
B /57
D /S7
ROOF DIAPHRAGM NAILING PLAN
1/16•• = 1' -0"
24'
O
33'•2"
W18 X 60
W18 X 76
W18 X 76
F /S7
815 Ibe
815 Ibe
W24 X 68
O
i I
J /57'
E /57
■
HVAC UNIT
2500 Ibe
—5/8" AP A RATED
PLYWOOD
F AME 'B' J
(SEE ETAIL B /55)
815 be
15 be
F /S5
'D'
(SEE DETAIL PRAMS B /S5 OPP)
K /S7
120'•0°
T
W24 X 6&
24 X 68
A /S7 C /S7
W18 X5
W18 X 50
A /S7
E /S7
C /57
N ROOF FRAMING PLAN
1/8' = 1' -0'•
NOTES
1. USE 10d COMMON NAILS TYPICAL (1484 X 1 5/8" MINIMUM PENETRATION).
2 NAIL DIAPHRAGM BOUNDARY WITH (2) ROWS 10d 6 3 "o.c. STAGGERED
UNLESS NOTED OTHERWISE BY DIAPHRAGM ZONE.
3. MINIMUM NAIL SPACING IN A ROW IN TOP CHORD OP TJL JOISTS SHALL BE 6"o.c.
PROVIDE MULTIPLE ROWS OF FASTENERS WHERE NAILS ARE SPACED.4 "o.c. OR LESS
I W18 X 76
(SEE DETAIL A /S3)
42' -0'
W18 X 86
I W24 X 68
W8X86
I --
8 "o.c.
TYP EA ROW
2 1/2° 1 2 1/2"
7 L /2 "o.c.
TYPEA ROW.
B /57
D/S7
— Im
Ua
� N
q5o
DETAIL A /S3
1/8' = 1. -0"
— PROVIDE (21 ROWS OF FASTENERS
WHERE NAILS ARE SPACED ■ 4 "o. c.
.— TOP CHORD OF TJL
CANCELLED
PROVIDE 13) ROWS OF FASTENERS
WHERE NAILS ARE SPACED ■ 2 1 /2 "o.c.
ind NOV 1 2 1999
REID MIDDLETON, INC.
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
F4
4' -0" X 4' -0" X 1' -0" DEEP
(6) #5 EA WAY BOTTOM
F4.5
4' -6" X 4' -6" X 1' -0" DEEP
(7) #5 EA WAY BOTTOM
F5.0
5' -0" X 5'-0" X T -O" DEEP
IQ) #5 EA WAY BOTTOM
F5.5
5' -8? X 5'-6" X. 1'-0" DEEP
(7) #6 EA WAY BOTTOM
F6.0
6' -0" X 6' -0" X ' -2" DEEP
19) #6 EA WAY BOTTOM
F7.5
7' -6" X 7' -6" X 1' -4" DEEP
(10) #7 EA WAY BOTTOM
F8.0
8' -0" X 8' -0" X 2' -6" DEEP
(12) #7 EA WAY BOTTOM
#5 ti 12 "o:c.EA WAY TOP
— (14) #7 EA WAY BOTTOM
15; 0 12'0.0. EA WAY TOP
F9.0
9' -0" X 9' -0" X 2' -6" DEEP
i
O . -0 ..
E
S4
MAXIMUM SPAC ING S
LOCATION PER F=ON PLAN
6 X 6 W14 X W14
W .F CENTER IN SLAB
4AXIMUM SPACING S
OCATION PER PDN PLAN
S X 6 W14 X W14
A' WE CENTER IN SLAB
o.c
SLAB ON GRADE - --
PER PLAN
DOWELS TO MATCH
A
VERT REIN'
IL
S C.:.P WALL
0
13 32 c
SLAB CN GRADE
PER ALAN
0 CDNT
CONSTRUCTION JOINT IC.J.}
SHRINKAGE JOINT (S.J.)
SECTION
SECTION
CANCELLED
3/4"
KEY
S C P WALL
SECTION
3/4
CLR
1 /2C X 3' -0" FLAW
BAR 0 24 c CUT
ONE END W/0 FLARE
.S GREASE SAME END
1 X 1 /2" SAWN JOINT
/r.
3/4° • 1' -0•
CONT. C 4 X 4 X 3/8" W/
1/21 A.BOLTS • 24"o.c.
• ELEA DOOR
4 • 12 "c. c. EA. WAY
#4 • 12"o.c. EA WAY
TOP d BOTTOM
099- 0A5 0
3/4° • 1' -0'
#4 0 12 PA NAY'
314 C' OWELS TO MATCH
CLR VERT RE1NF
021 #5 CONT
F
121 # CONT. -
S4
HSS COLUMN PER -
ELEVS A /55 d 8/55
NOTE: SEE ARCH. FOR
RIGID PERIMETER INSULATION
HUM COL PER PLAN -
BASE PLATE PER
DETAIL D /S4
8 X 1 X 1' -9" PLATE W/ -
3/4" X 0' -8` PLATE
WELDED S (41 06 r
WELDED W/ 03 TIES
0 4' - o .c VERT & M6
(BENT} X 3' -6" EA SIDE
OF PLATE
PER PLAN
SECTION
SIZE PER PLAN
REINFORCING PER SCHEDULE
SECTION
FOOTING PER PLAN
REINFORCING PBR SCHEDULE -
2 X 6 STUDS PER PLAN
— 2 X 6 P.T. PLATE W/ 1/2'Y
A.BOLTS • 4'- 0 "0.0-
- -SLAB ON GRADE PER PLAN
#4 I 0 48 "o.c.
-- INSUL PER ARCH
- - -6" STEM WALL W/
#4 • 16 "o.c. EA WAY
` - 12) t4 CONT.
1/4,, 6
- - - -6" CMU W/ I21 t4 IN
BOND BEAMS 0 4B "o.c.
S It) #4V 0 24 "o.c.
(SOLID GROUTED)
-- #4 _ 0 12 "o.c.
ALL AROUND
- 3/4" KERF PLATE WELDED
TO EMBEDDED BASE PLATE
H5S DIAGONAL -
BRACE PER ELEV
A /S5 6 B /S5
3/8 ~'18`
3/4' . i' -O•
3/4° . 1' -0'
1
3/4° . T -0';
CONT. FTG. BEYOND --
S4
S4
FIN. GRADE - --
#4 0 12 "o c. - --
EA WAY
HSS COLUMN PER - -
BLESS A /55 6 B /S5
8 X 1 X 1' -9" PLATE W / -- -I
3/4" X 0' -8" PLATE
WELDED S 14) #6 r-o
WELDED W/ #3 TIES J
0 4 "o.c. VERT S (II 06
(BENT) X 3' -6" EA SIDE
OF PLATE
L A K
- -3/4" NON- SHRINK
GROUT
1/4' 7"
SECTION
SECTION
C)
CL COL
1/2" S FTG
CLR
SIZE PER PLAN
REINFORCING PER SCHEDULE
10"
i —i
FOOTING PER PLAN
REINFORCING PBS
SECTION
BASE PLATE DETAIL
-- 3/4" BRG. PLATE WI
{4} 3/41 PARABOLTS
IEMBED 71
-- LEVEL W/ GROUT AFTER
COLUMN IS ERECTED
-- 2 X 6 0 16 "o. C.
PROOVIDE 4 X 6 POST
0 PARALLAMS
- - -- 2 X 6 P . PLATE W/
1/21 X 10" A.BOLTS • 48 "o.s.
- 121 #4 COST
-8" C.I.P. WALL
r� 0 12 "o.c.
-- #4 I • 48 "o.c.
-3/4 KERF PLATE WELDED
TO EMBEDDED BASE PLATE
- -ID) #5 CONT
1/4 -'10"
1/2"
aI
3/4° • 1' -0
3/4` . 1' -0'
3/4° • T -0"
S4
S4
S4
K
S4
HSS COL. PER PLAN ---
-SLAB ON GRADE
n' rc
P.C- PANEL
141 #5
r-r
SECTION
SECTION
NON - SHRINK GROUT
I
SIZE PER PLAN
REINFORCING PER SCHEDULE
k 1.5Hj
STEP FOOTING
SECTION
SECTION
3" , 11/2"
COL. S FTG. TYP. ' 1 1 TYP.
BASE PLATE DETAIL
r 3/4" BRG PLATE W/
/ 141 3/4 "• PARABOLTS
IEMBED 7 ")
LEVEL W/ GROUT AFTER
COLUMN IS ERECTED
I21 #5 CONT TOP 5
BOTTOM. RUN 3
INTO F4.0 FTGS
3/4' • T -0
3/4•.. T -0
--P.C. PANEL
2" CLR.
3' CLR
-- - CONT. FTG.
3/4' .'T -0°
3/4° T -0'
FOOTING SCHEDULE
GENERAL NOTE
CODE: UNIFORM BUILDING CODE -- 1997 EDITION
ALL ASTM's CALLED OUT ARE TO BE THE LATEST EDITION
LIVE LOADS
ROOF 25 PSF
FLOOR 50 PSF + 20 PSF PARTITION
WIND 80 MPH, EXPOSURE '8"
SEISMIC ZONE 3
GENERAL NOTES
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UU
53W
FOSIBATION
FOUNDATION DESIGN WAS BASED UPON SOILS REPORT NO. 0291- 012 -00
BY GEOENGINEERS DATED DECEMBER 9, 1998.
THE FOLLOWING VALUES WERE USED:
FOOTING BEARING PRESSURE: . .2500 PSF ON DENSE NATIVE MATERIAL
OR COMPACTED STRUCTURAL FILL
(33% INCREASE FOR WIND OR SEISMIC)
LATERAL EARTH PRESSURE: . 400 PCF EQUIVALENT FLUID PRESSURE
(PASSIVE)
COEFFICIENT OF FRICTION:... 0.50 ALL EXTERISM FOOTINGS SHALL BE A MINIMUM OF 1' -6 BELOW FINISH GRADE. SLABS AND
FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM
DRY DENSITY PER ASTM 0-1557 AS RECOMMENDED IN SOILS REPORT. CONTRACTOR SHALL
PR.'VIDE PERMANENT POSITIVE DRAINACE OP BUILDING PERIMETER. ALL SITE PREPARATION AND
GR&UING SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT,
CONCRETE
Pc = 2500 psi FOR RETAINING WALLS, FOOTINGS & SLABS ON GRADE (INSPECTED)
ULTIMATE STRENGTH DESIGN METHOD USED. IDLCIO AND PLACING OF ALL CONCRETE AND
SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318.
PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE
MIX WITH 5' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE
SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES.
UNLESS INDICATED OTHERWISE ON ARCHITECTURAL. DRAWINGS. WAR CURING SHALL BE USED.
AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME.
REINFORCING STEG-
ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000
psi) EXCEPT ALL B4 SLAB DOWELS SHALL BE GRADE 40 (fy= 40,000 psi). LAP CONTINUOUS
REINFORCING BARS 30 BAR DIAMETERS, 1' -7 MINIMUM UNLESS NOTED OTHERWISE. CENNER
BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN
ACCORDANCE WITH 'ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE
STRUCTURES". WELDED WIRE FABRIC OW) TO CONFORM WITH ASTM A185. REINFORCING HOOKS
TO COMPLY WITH STANDARD ACI HOOKS.
UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE
BOTTOM OF FOOTINGS . ! 3 INCHES
FORMED SURFACES . . WEATHERS EARTH FACE ... 1 1/2 INCHES
INTERIOR FACE :'. 3/4 INC'H'ES
REINFORCING STEEL. BODING
ALL WELDED REINFORCING STEEL TO GRADE E0'.(ASTM A706) OR GRADE 40 ,(ASTM A615) AND
WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE REINFORCING STEEL ALL GRADE
60 WELDED. REINFORCING BARS SHALL BE REJECTED UNLESS A MILL CERTIFICATE IS SUBMITTED
TO THE ENGINEER OF RECORD AND INDICATES. COMPLIANCE WITH ASTM A706. ALL REINFORCING
STEEL WEDING SHALL BE BY WABO CERTIFIED' WELDERS. USE ONLY FRESH E70XX ELECTRODES
(AWS A51 OR A5.5). BENDED IN WELDED REINFORCING STEEL SHALL COMPLY WITH ACI
STANDARDS. TENDS MUST NOT OCCUR WITHIN 3" OF ANY WELD. PROVIDE SPECIAL INSPECTION
PER. ABC 1701.5(5.3).
MISCELLANEOUS STEEL
MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fy= 36,000 PSI). WELDS NOT SPECIFIED
SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS --
USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.B.O. APPROVED
EQUAL. NAIL ALL HOLES 'WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED OTHERWISE
ON DRAWINGS. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL HAVE
MINIMUM EMBEDMENT PER UBC TABLE 19 -D.
STRUCTURAL STEEL
ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF OORACTJRGL STEEL FOR BUILDINGS', AND THE "CODE OF STANDARD PRACTICE ° .
STRUCTURAL STEEL CONFORMS WITH ASTM A -36 (Fy =36,000 PSI) • -
HSS COLUMNS CONFORM. WITH ASTM A-500 GRADE B- (Fy=50,000 PSI)
WELDHEAD STUDS CONFORM WITH ASTM A -108 (F5=46,000 PSI) - -.
BOLTS (WOOD TO STEEL) CONFORM WITH ASTM A -307
BOLTS (STEEL TO' CONFORM WITH ASTM A -325N
PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 21 -E FOR MASONRY AND UBC
TABLE 19 -D FOR CONCRETE. ENGINEER APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF
ANCHOR BOLTS IN CONCRETE. CONFORM WITH.ICBO APPROVAL FOR EXPANSION ANCHORS USED.
ALL WELDING TO CONFORM WITH AWS D1.1 'CODE FOR WELDING IN BUILDING CONSTRUCTION".
WELDS NOT SPECIFIED SHALL BE 1/4° CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO
RTIFIFO WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE
GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELDHEAD STUDS.
0
•9W
TIMBER
2X MEMBERS H.F.#2 (Fb =1000psi REP.)
4X MEMBERS D.F.#2 (Fb= 875psi) -
LUMBER NOT NOTED TO BE D.F.#2
ALL GRADES SHALL CONFORM TO "WA GRADING RULES FOR WESTERN LUMBER - -- LATEST EDITION".
BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT
WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER
SPECIES FOR DOUGLAS FIR ALLOWED.
GW- LAMINATED WOOD MI]ABERS
GLU- LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION, KILN DRIED, AITC COMBINATION
24F -V4 (OF/DF) (Fb =2400 PSI) FOR SIMPLE SPAN MEMBER" AND COMBINATION 24F -V8 (OF/DF)
(Fb=2400
THAN ) 1 /2 R. PROVIDE C STAMP M ON EACH MEMBER AND UNSOUND PROVIDE KNOTS
CETTI`:"KTE TO ARCHITECT. MATERIALS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL
OW -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING
AS INDICATED ON DRAWINGS. ALL BEAMS SHALL BE CAMBERED WITH 2000 FOOT RADIUS UNLESS
NOTED OTHERWISE ON DRAWINGS.
Td. JOISTS
TJL JOISTS SHALL BE MANUFACTURED BY THUS JOIST MACMILLAN. JOISTS SHALL HAVE LOAD
CARRYING CAPACITIES IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED LOAD TABLES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
ROOF R FLOOR SHEATHING
ROOF SHEATHING SHALL BE 5/8" (NOMINAL) A °A RATED SHEATHING 24/0, EXPOSURE 1, SIZED
FOR SPACING. INSTALL PANELS WITH /8 SPACING AT END JOINTS AND 1/4" SPACING AT EDGE
JOINTS. NAILING SHALL BE 10d (COMMON) AT 6" c.c. AT PANEL EDGES AND 12' o.c. AT
INRMEDIATE SUPPORTS.
FLOOR SHEATHING SHALL BE 1 1/8" (NOMINAL) APA RATED TO STURD -I -FLOOR 4-8/24, EXPOSURE
1, SIZED FOR SPACING. INSTALL WITH 1/8' SPACING BETWEEN EDGE AND END JOINTS. GLUE AND
NAIL ALL SUPPORTS AND BLOCKING. NAILING SHALL BE 10d (COMMON) AT 6 o.„. AT PANEL
EDGES AND 10 o.c. AT INTERMEDIATE SUPPORTS.
SHOP DRAWINGS
SUBMIT THREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING
DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR:
REINFORCING STEEL, STRUCTURAL & MISC. STEEL & GLULAMINATED WOOD MEMBERS.
INSPECTIONS
INSPECTIONS. ARE TO BE PER DEC SECTIONS 1D8 AND 1701 AND ARE TO SE BY AN INDEPENDENT LA J
TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE ARCHITECT ' C_J
FOUNDATION: INSPECT FOOTINGS AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT
TO INSURE MATERIAL IS DRY AND DENSE.
CONCRETE: TAKE CONCRETE CYLINDERS PER UBC SECTION 1701. VERIFY SLUMP.
REINFORCING:. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS.
CHECK FOR REQUIRED COVER, SIZE AND GRADE.
FLOOR & ROOF NOTIFY BUILDING DEPARTMENT AND ENGINEER OF RECORD FOR INSPECTION
DIAPHRAGM: 48 HOURS PRIOR TO COVERING.
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1/4" PLATE EA SIDE
W/ (4) 3/4 "0 (A3071
BOLTS.
PARALLAM PER PLAN
5 /8" BK. PLA -E
NOTCHED
3/3" STIFFENER PLATE ---
C
s5
20'•0" MAX.
NMI
-BP
DETAIL E /55
SIZE PER PLAN
— REINFORCING PER SCHEDULE
HAS 16 X 8 3/8
F/
SIM
HAS B X 8 X 1/2 —J
,� F /S5
Pa"
L— HAS 16 X 8 X 1/2
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DE
1/2" 4`
SECTION
SIZE PER PLAN
REINFORCING PER SCHEDULE
RAME ELEVATION
12) ROWS 10d 0 4 "o.c.—
STAGGERED
3 X COAT PLATE --
W/ 1 /2 "o W.H.A. 0
24"o.c. (CAN HEADS)
HES FRAME PER --
ELEV A/55
- -NO CONC TOPPING
. 0 SIM COND
-- -JOIST PER PLAN
YS5
SECTION
3./4" a 1-0"
S5
1/4 16"
WF BEAM PER PLAN - -'
COPE FLANGES 6
KERF PLATE
3/8" . r -o• B S5I
4
1 1/2"
HSS FRAME PER -
ELEVATION B /S5
1/4 16
HAS FRAME PER
ELEVATION B /S5
�_ 3/4" KERF PLATE
WELDED TO HAS FRAME
N BOLTED TO WF BEAM
W/ 15) 3/41 IA325N)
BOLTS
1/4 H 8
SECTION
3/4• . 1' -0"
STAGGERED
121 ROWS 10d 0 4 "o.c.
3 X CONT PLATE
W/ 1/2"o W.H.S..0
24 "o.0. ICSK HEADS)
HAS FRAME PER
ELEV B /55
FRAME ELEVATION
NO CONC TOPPING
0 SIM COND
` —JOIST PER PLAN
F
S5
SECTION
3/4" . 1'-0"
3 X PLATE PER
D /S5
G
55
SECTION
'—WF BEAM PER PLAN
- -3/4" PLATE ONE SIDE W/
(41 3/4 "6 (A325N) BOLTS
3/0" • 1'-0°
NOV r iVYIHEMEn
1 2 1999
REID MIDDLETON, INC.
CANCELLED
3/4• .. 1-0°
v
1/4
1/4
TOPE
SIDES
- H55 FRAME PER
ELEVATION A/55
3/4" KERF PLATE
(WELDED)
HSS FRAME PER
ELEVATION A /85
F
3/4° . r -o"
HAS 16 X 8 X 3/8
22
FRAMES 'A' & 'C' OPP
— 3 : -6" WIDE X 2'.0" DEEP
GRADE BEAM W/ 141 #5 X 23' -6" L
TOP 6 BOTTOM LONG WAY
6 #4 0 18 "o.c. BOTTOM SHORT WAY
SIZE PER PLAN
REINFORCING PER SCHEDULE
DETAIL H /S7
X 3/8
96
U
DETAIL J /S7
HAS 8 X 8 X 3/8
DETAIL M /S4
-- 3' -0" WIDE X 1' -6" DEEP
GRADE BEAM W/ 14) 05 X 22' -0"
TOP 6 BOTTOM LONG WAY
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MIDDLETON, INC.
� S71 SECTION 3 /4 ".,' -a;
J 87
SECTION g /4•.1 -O
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SECTION 3/4 1 .O•
BOLT GALV STEEL
STRAP TO RISER--
e" CUP RISER PIPE
TOP ELEV - 24.77
-I "x1" GNN
STEEL MESH
*0TH . 8"
cEST ELLY 23.72
4 °t CLEAR
DETAIL B -B
RISER P?E/NOTCN *DR WAN
NOT TO SCALE
r SOLID COVER
RIM = 26.2 (FA)
NOTE: SE CURE ALL RISER PIPES TO CATCH ROD HANDLE FOR SHEAR GATE. TYP.
BASH W /GALV STEEL STRAP' AT 2' O.0 KU r MOUNT HANDLE iB" MAX FROM CATCH
MESH TOPS / r BASIN RIM IN CLOSED POSITION,
GRADE
GALV STEEL STRAP 1' O.C..
BOLT TO 8' OAP RISER PIPE
t "x1" GALV STEEL MESH. TACK
WELD TO GALV STEEL STRAPS
B" OUTLET PIPE TO
CPS OIL/WATER SEPARATOR
VAULT, INV = 22.05
MESH BOTTOM
22.05
STANDARD GALV STEEL
LADDER OR RUNGS
II
(LOOKING SOUTHWEST)
NOT TO SCALE
.11
WATER TIGHT CLEANOUT
SHEAR GATES, TYP.
—10Q -YEAR WS ELEV 24,44
1 2" CMP OVERFLOW TEE
OPEN TO ATMOSPHERE,
RIM ELEV - 24.11
12" OUTLET TO EX CB
FOR BYPASSED RUNOFF
INV = 22.05
22.05
GROUT ALL INLETS
& OUTLETS, TYP.
54 DIAMETER
TYPE 2 CATCH BASIN
CONTROL STRUCTURE DETAIL
CB 1
DRAnCE NOTES:
T. sa ne DLBugGE -; M - THE STORM MANAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS AND SMALL CONFORM WITH DIVISION 7 OF THE STANDARD SPECIFICATIONS, EXCEPT WHERE
MODIFIED OR SUPERSEDED BY THE CRY Of TUKWILA STANDARDS.
2. e - A COPY Of THESE APPROVED PLANS MUST BE ON THE JOB SITE WMCNTYER CON ORUCIION IS 71
PROGRESS.
3. CATCH RAVNR A: RTOWv TRAIN MANNOtES - CATCH BASINS AND MANHOLES SHALL BE 'ASDOT /APWA TYPE I
OR TYPE 7 AS IIIIIICATED ON THE APPROVED PLANS. NEW CATCH BASINS & MANHOLES AND MODIFICATIONS TO
EXISTING CATCH BASINS & MNAKILES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 7 -05 OF THE
WSOQIT /APWA STANDARD SPECIFICATIONS. ALL COVERS OR GRATES SHALL BE LOCKING TYPE.
4. YAW DPAIm4 - A.LL YARD DR$17 SHALL BE PER CITY OF TUKWILA STANDARD PLAN DS -B. TYPE I.
5. 8.00F TRANS AND Dm1INSPOJTS - ALL ROOF DRAMS AND DOWNSPOUTS SHALL SE TIGHT -LINED TO THE
DRAINAGE.. SYSTEM AS SMCWN ON THE PLAN.
6. 'QOTIIIG O&ASR - 7007IP4 DRAINS SHALL BE TIGHT -LINED TO THE DRAINAGE SYSTEM. REFER TO THE
ARCHITECT'S PLANS FOR FGOTNGG CRAM SPECIFICATIONS AND LOCATIONS.
7. CLEAN rJ TW - CLEAN OUTS Al PAVED AREAS SHALL WE RV CONFORMANCE WITH WSOOT /APWA STANDARD PLAN
B-TBW CLEAN OUTS SHALL BE THE SAME DIAMETER AS THE PIPE ON WHEN THEY ARE INSTALLED.
8. STORM DPAIw PIPE - UNLESS OTHERWISE NOTED ON THE PUNS, ALL STORM DRAIN PIPE SHALL BE ADS
N -12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM WATER PIPE. IT SHALL COMPLY WITH ALL THE
REQUIREMENTS OF AASMTO M -294. COUPUNGS SHALL BE CORRUGATED TO MATCH THE PIPE CORRUGATIONS
!NO THE WIDTH SIR . SOT BE LESS TP. 1/2 THE NOMINAL DIAMETER OF THE PIPE AND SHALL ENGAGE AN
EQUAL NUMBER OF CORRUGATIONS ON EACH SIDE Of THE PIPE JOINT. MINIMUM COVER OVER ADS N -12 PIPE
SHALL BE T2". INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD ASTL1 AND AASHTO RECOMMENDED
PRACTICES AND IN CONFORMANCE WITH SECTION 7 -02 OF THE STANDARD SPECIFICATIONS. STORM DRAIN PIPE
THAT IS LOCATED BELOW AN AREA WHICH WILL BE DRIVEN OVER. AND WHICH HAS LESS THAN TWO FEET OF
COVER. SHALL BE CEMENT MORTAR LAVED DUCTILE IRON PIPE CONFORMING TO ANSI A2151, CLASS 50. STORM
ORAN PIPE SHALL BE INSTALLED IN CON ORMANCE WITH THE REQUIREMENTS OF DMSION 7 -08 OF THE
WSOOT /APIA STANDARD SPECIFICATONS.
9, FLOW CONTROL ST CBEE - THE FLOW CONTROL STRUCTURE SHALL BE CONSTRUCTED ACCORDING TO THE
DETAILS SHOWN ON THE APPROVED PLANS, AND SWLL CONFORM WITH THE REQUIREMENTS OF SECTION 9 -05
OF THE STANDARD SPECIFICATIONS AND WITH CITY OF TLIKWIA STANDARD PLAN DS -13.
10. CPS VAULT - THE COALESCRIG PLATE OIL/WATEP. SEPARATOR (CPS) VAULT SHALL BE PIPE, INC. MODEL
812 -SA AS INDICATED ON THE APPROVED PLANS THE VAULT SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENOATION6. R SHALL BE CAPABLE OF SUPPORTING THE ACTIVE AND PASSIVE EARTH
PRESSURES. H2O WHEEL LOVAS we LOADS FRAM CONSTRUCTION TRAFFIC AND EQUIPMENT.
T1. yAUIT EXcAYATKIN AND WRING - CPS VAULT EXCAVATION AND SHORING SHALL BE DESIGNED BY THE
CONTRACTOR: SAFE EXCAVATION PRACTCES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL
CONFORM TO REGULATIONS ESTABLISHED BY ALL PERTINENT STATE AND FEDERAL OCCUPATIONAL SAFETY AND
HEALTH AGENOES.
12. PIP TRF'w,CHINC ENDOW; & BACXFILL - ALL PIPE TRENCHING. BEDDING & BACKFILL SHALL CONFORM TO
THE REQUIREMENTS OF SECTION 7 -08 OF THE STANDARD SPECIFICATIONS.
13. TRENCH SIR, RTORATION - THE GROUND SURFACES OF ALL TRENCHES IN THE PUBLIC RIGHT -OF -WAY
AND ON OR OFF-SITE PROPE9T S WILL BE RESTORED TO THEIR ORIGINAL LONDITION. PAVEMENT PATCHING
SHALL BE PER CITY OF TUAViILA STANDARD PLAN NO. RS -
e7)0v=;\
51)
A
EXPIRES: 11/18/00
RECEIVED
CITY OE TUI(kVILi
PERMIT CENTER
PERMIT PLAN SET - SUBJECT TO CITY REVIEW
c
0 0
PROJECT N0.
321 -00
REVISION N0.
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53,3 savior . R Mors
S 4.311 + twt AP. kLL?tOE 1 TT fHz ,,! £ aAN!TAR'I NIA1R'S !N✓''EEDES:
PLAN cDvz, Art.. ; IN . : L: G t'INCFiEY(:. ;A,.I. `IL$ I v w N PVC ,Kr.� yg
IaMC, T: JOINTS' I; Ig.A °,ANN: NANCREAL,, PIN A;.i SAMNA, ' € HII €E SHIALL L€
, ..,L4P'" YAANPIiE.^ La1 "T'C.. %ASS AND/OR HICA'A S pF , litEtu( spy
LETTER M[ rirkto i EN I't !its "4A'4{: LIN( AND
TTIRAGE urACT NE ALIT STAYER PIPE Ski CuONT TO THE A !YCABLE
A'= ' " S ANDARDS roP PPE AND NATERALs. THE suppLIER WALL FRoNcE
TAE' C^' NINA A 'E* iri:A7E Tor WH4TEfi'oka, AS R'EDL(STED.
T•s MMIMUM SIZE Ztr 'SAAN'TAR SEINER NANG TC BIE ACCEPTED 31 THE OTY CF
TJKWILA SHALE rBF_ 'M:7 ML 1(S) 'M DANCER, LARDER owns SEM(RS
SHIFIL SE CIIJINSI, w4RE 1NDI„ATMA 'ON THE ODNERREKNISNE Pry CAR NACRE
tSON SDERS 'E E SZES. ARE R"OOED.
S332 +PFITTACr, ALL 1717A4CS SHALL 2E NAAZE CF THE SAME MATERivALS AS THE
RARE .DR AF SPECTER BIY THE PPE W,NIJFACTARER, ALL FR'11NG$ SHALL BE ABLE
TO 'WIN :Ta,ND TEST mEssuRts. AND ooNrow TD AFIPL'ICABa.E STANDARLS or THE
APA.kwszEr STANDARD SPECFI;,ATIONS,
S..i'r3 SEWER SEPARATOR AND GUN N. OEFING, S(PAITATON MIA WATER MAN:
ALL SANrTATi r SiwERS SHALL EE LOCATED Al :LEAST TEN FEET (10) HDRIE:ONIA'LLY
FRENA AN' ENETTAZ OR 'PROPOSED PATER NAN, SAO SEPARAITGN SHALL FE
MEASWRED F COI T+E Du.RSEIE tom or 'h8 PIPES, 'MILD LOLL CONDITIONS
now' THE A'EounD 'SEE RATION, THE SEWER WJN SHALL BE LOCATED BELOW
AND ND I11,a52`R' THAN FDA FEET (Al HORIPONIALILY ERN THE LIMIER NA1N, SAID
SEWER SHALL EZ CCMST P.LEIED DF CAST IRAN DR DUCIt( NON PIPE WITH
MIEOvNIpAL LIDIAIT main. ALL SAANTAWr 'SS1I'FR CCP05i 51NGS UNDER AMER WAS
S14AJL Ii uAID AT guA> AN EL'FYATQ1IN TWAT THE TOP OF DE SPIER net K A
WNW iATAHlt , mrrl CS i ®) MOW THE SONICAA OF THE RATER MAN,
SEPARATOR FROM ND SAIN!T.A1P! stia ONSTRIXTELD DIMS ME
H0.'IAII{1ED REV !E ^ F:IT A FAItiRISS WATER SL'IPPLY VDU. OR DITHER WATER
=ROE.
MAIN BERN!: AL S£#(1R NAAMS SHLAUL BE BU9RED DEEP ENOUGH TO PFPOVOE
A'DEZIWAJIE Teri:. TO SEN.3 a - HE Loam FuTIRES !IH TN[ PROPERTIES SERVED.
NN ANY N7\Se. THE MINIMUM DEPTH SUF COLER FORA SEWER AN STREET
RIGHT OF - 4YA+r S MLR FEET (4")-
S334 SANNITAPN SERGI SLEAES MO ALLGINON. THE FOLLOWING MINIMUM
S! ' SHauLD EE PPEACED
nAAER SLR MNIk I SLOPE
Nata 7FEE'ET az 100 FEETI
2OD SCE S E"UFR ORI Y
5 2,0D SCE SEVER ONLY
0.40
1•D 028
12 022
SE'AERS SHALL BE LAO 'Wrr}N N1ORNA SLOP( BE1 TEEN APAINHOLES, SEWERS OF 20
Z SUPPLE DR GREATER SHALL BE ANCHORED SECNREIN WIN CONCRETE ANCHORS.
ARANINED Sr THE CITY, SLOPES GREATER THAN not ARE NOT AL0IIEO, A
MANHOLE AND DROP CONNECTION SHALL BE L& INSTEAD.
ALIGNMENT. ALL SEWERS STALL 13E DESIGNED NINTH A STRAIGHT AUGNHAE'NT BETWEEN
MANHOLES. DEFLECTION OF 1YIE PPE IS ACCEPTABLE ONLY AS THE RESULT OF
SETTLEMENT. AND MUST BE WITH 1HE PPE NAMWFACITI ER'S TOLERANCES,
Z.3.4 SANIITARY SEWER ANNNOLfS
ALL I WIN OLES S Ai Ert ; AND TN COTAreRrnoF H COTt STANDARD PLANS.
5.3.41 LOCATION SANITARY SEWER MANHOLES ARE REOUHRED AT THE FOLLOWING
LOCATIiAS:
1. AT THE END OF ALL SERER MAINS.
2. ALL CHANGES IN SLOPE OR ALIOHIIEMT-
3. ALL CHANGES R PIPE DIAMETER-
4. ALL arERSECT'IONS OF SMERS EIGHT NOES (8") AND LARGER
(INCLUDING SIDE SEIETLS).
5. AT AJA R INSPECTONS LIF SEWER MOMS.
d5. NAMNHDLES SHALL $ LOCATED AT OSOANCIS NOT GREATER TFNN
SOD LF FOR ALL SE76R MANS
5.3.43 OLVI EL.QAIaI. ALL SANITARY SEWER MANHOLE: SHALL SE FULLY
MR4IEL£D TO THE CROMI to THE .L mu, THE W71Pfl 1 3 SMALL BE CHANNELED
TO ACOOMPLSH SMOOTH FLOW THROUGH THE TRANSITION AND TO NNNIWZE
Tom. TO KORAN THE ENERGY GRADIENT AND VELOCITY 1HRC;k?H GRADE
nix/AGES AND CHANDic !N D MIEIER AT MANHOLES. 11HE IMNERT OF THE
DOWNSTREAM MANHOLE SHALL 13E MIN'M
A A K _ ALL
LIDDING INVERT ELEVATIONS. OPTICAL CHANNEINIATHON ME H INCLUDE
PRERIBRCATE D FIBERGLASS/PVC GRINNERS.
5.144 WIXOM FOIA'QADC NS. CARE MUST BE TAKEN TO INSURE THAT
Tr SAPILL EArr.; O4 THi sots BEAEATH THE NIAN9ND! S AND THE ADNEENT
NAAMIIS ARE APPROXISAT"aY LIiFORIL &R€QUN. SOIL PRESSURES MAY RESULT IN
ENCESSI£ SEDIMENT AT MAJ*ITIIS. A SPREAD FOTANDATION OR OTHER MEASURES
MAY BE REQUIRED TO REDUCE THE CANT LOAD S POO5£D BY THE MANHOLE,
S.35 SMEARY SCE SEDERS.
NET MORE TIf7AN ONE HOUSE OR BLALOLIIG SHALL RE CONNECTER WITH A LATERAL
SANITARY SEINER. EXCEPT IN CERTAIN CASES AMMO BY THE CITY END RE
BUILDINGS 'WITHIN 250 IF OF A SANITARY SEWER 1.56 OR LATERAL SHALL BE
DEEMED TO BE MINN DIE ALFA SERVED BY THAT SERER AND SHALL BE
CONNECTED. A SE. SYSTEM MAY ONLY BE ALLOWED PER THE REOWREMENTS OF
*CANING COUNTY.
THE SANITARY SOE SEND' SHALL BE DE9GRED IN SUCH A MANNER AS TO BE OF
SUFFICENNT SIZE TO CARRY ALL SANITARY SEWAGE AND WASTE FLUIDS OF ANY KIND
FROM THE BUILDINGS_ EACH TOW. SINK. STATIONARY WASH STAND. FLOOR DRAIN,
OR ANY OTHER .PECE OF EOl1HPMENT HAVING WASTE FINDS. SHALL. BE CONNECTED
WITH SAID SANITARY SEWAGE SYSTEM
THE CITY NWNTANNS AS - MALT RECOKB ODNCER1NAC THE LOCATION AND
APPROXWIATE DEPTH OF SIDE 56161 STUBS. THESE RECORDS ARE FOR
;INFORMATIONAL PURPOSES ONLY AND IT DAIL 6 THE DEVELOPER'S RESPONSIBILITY
TO VERIFY THE LOCATION AND DEPTH OF THE EXISTING SERVICES.
N CASES WHERE A STUB HAS NOT BEEN SUPPLED. THE DEVELOPER SHALT.
CONNECT DIRECTLY TO THE on MAIN. THE DEVELOPER SHALL ASSUME ALL COSTS
FOR SAO CONNECTION. INCLUDING. BUT NOT LASTED TO, STREET REPAIRS, TAPPING
CHARGES, BONDS. PERMITS. ETC. curs INTO CITY STREETS SHALL BE REPAIRED
PER THE CTeS STANDARD PAVEMENT PATCH PLAN (AVAILABLE IN THE PUBLIC WORKS
DEPARTMENT).
SIDE SEWER CONNECTIONS INTO METRO INTERCEPTOR SEWER USES SHALL BE
ALLOWED ONLY BY WRITTEN PERMISSION FROM METRO. THE CITY WILL BE THE
AGENCY THROUGH WHICH PFRLITS WILL BE OBTAINED FOR SUCH CONNECTIONS. THE
2EIR:ARTEE 15 RESPONSIBLE FOR ALL COORDINATIONS WITH METRO FOR NECESSARY
INSPECTIONS AND APPROVALS.
5.351 SEWER PIPE. MATERIALS ALLOWABLE FOR SANITARY SIDE SEWER
COTAT UUCYION ARE MAIL (PVC MINIMUM SCHEDULE 35), CONCRETE WHERE SOIL
CONDITIONS PERMIT AND SLOPES ARE LESS THAN 15%, DUCTILE IRON PIPE, OR PVC
PIPE WHERE ITS USE IS JUSTIFIED DUE TO SCOURING VELOCITIES OR OTHER SPECIAL
SOILS FOUNDATION PROBLEMS EXIST. DUCTILE IRON PIPE PLACED IN PEAT AREAS OR
AREAS OF POTENTIAL CORROSION SHWA BE POLYETHYLENE ENCASED. ANCHORS
SHALL BE INSTALLED IF OVER 15% SLOPE.
AL TOE S;=wERS SHALL DE A IPR4'AlN I,OAAIETER CF S' NOHES (6). REWORK
S!iAE StAiLVS MAY ICE REOLIEZO TO A - 014 - MINA OF F0T$ NICKS 14') FROM T.(
€T TPEINTY LINE TO THE @DING.
5.3 OZOPE. ALL sANNARN SEE SMOG SHALL BE LAO ON NOT LESS THAN
TAO FERctxT (2%) CGRAcE. NOR GREATER T ONE WRFC& WRFC O TIA0 FOOT
S.3 SEPARATION AIO DEPIN. THE SRIE SERER SHALL NOT O LEES THAN SIM
, NC! ES (601 r14Z4A ANY Bt./ALONG ERY£PT AT THE PONT Of ENTRY_ AKRE THE
SEWER rS BELOW TIE BUILDING FUAPNOATIOTL THE H1RI2 1. DNST'A. PROM THs
FOUHEIATPON MUST 8E MARL OR GREATER THAN RE vOITEAL SEPIA ATOAL THE
PURE SHALL NOT HARE LESS MAN TIELNE ARCHES (121 CF CORER 090E THE
PPONERTY LINE.
5.3.54 CLEAN OUTS. Au. SO SEWERS SHAH. NNE CLEAN OUTS LOCATED AT ONE
HIIRHOREO FOOT (100) INTERNALS AT PROPERTY LINES. AND AT Tut TERMINATION OF
THE SERER AT THE BUIaDMG, MIND ALL VERTICAL OR HORIZONTAL BEDS N DC
PANE OF NINETY DEGREES OWT GREATER. THE MANN W LENGTH OF A 55 NCH (61
SIDE SERER SHALL EC On HUNDRED FWTY FEET (ISO.
5.3.6 LANDSCAPING,
NO TREE WITH RANA$WE ROOT SIRUCTLI ES (SUCH AS POLAIRS. COTTOI01000. SOFT
MARE, GUN ETC. PER INC 14.12.28D) SILL BE PLAITED WOHWN TINY FEET
(30) OF A SERER NOE UNLESS somas PROTECTION FROM ROOT GROWN IS
MOWED (SETS ALSO SECTION R.3.6).
5.4.0 CONSTRUCTION
ALL WORK PERFORMED IN THE CONSTRUCTION OF COLEY NFRAsTRucTuRE SHAH BE
PER APAR:1+ED PLANS ONLY, THE CONTRACTOR IS REQURED TO MAINTAIN A SET
OF APPROVED PURLS AND PERMITS, ON THE JOB SITE. WHENEVER WORK IS BENG
ACEOYPLISHED. RECORD ORAIMNGS (SEE DEFINITIONS) WILL BE REOI ED AT THE
:"`,,. 1^...e' P ET OF DC PROJECT VA1D PR 10 FNAL ACCEPTAVNCE. ALL WORK IS TO
BE PENT- FAN A:C ROAN:E WITH ALL APPUGBLE FEDERAL" STATE AM) LOCAL
SAFETY LAWS.
5.4.1 INTERIAL.S. ALL LITERALS USED FOR CONSTRUCTION OF CITY OF TUKWIA
SANITARY SEWERS SHILL BE NM AN) i1NDAMAGED. ALL YNTEIBALS USED ON THE
PROJECT SHALL BE INSPECTED AND APPROVED BY TIE CITY PRIOR TO INSTALLATION.
ACCEPTANCE OF TINE MAMMALS BY THE CITY STALL NOT RELENE THE
DEVELOPER/CONTRACTOR FROM THE RESPONSBLIIY TO GUARANTEE CONSTRUCTION
AND MATERIALS. AU. SANITARY SEWER PIPE SHALL BE CLEARLY (HARKED BY TYPE.
CUSS MID /OR THILYOESS, AS NW/CABLE. DE LETTERING STALL BE LEGIBLE AND
PERATANEIN UNDER NORMAL HANDLING NO STORAGE CONDITIONS. THE SUPPLER
SHALL PRDACE THE CITY WITH A CERTtFECATE FOR MATERIALS. AS REQUESTED.
5.4.2 TTENEIA E%wVAniam. WRENCHES SHALL BE r'ROE UC.Y PER IRE CITY'S
STANDARD PLANS AND OS6$/INSVIA REOUIREIENTS. THE TRENCH SHALL BE KEPT
FREE FROM WATER UNM JOINING IS CIPLETE. SURFACE WATER SHALL BE
DIVERTED SO AS NOT TO ENTER THE TIOOH. THE CONTRACTOR SHALL MAINTAIN
SUFROEN1 PUMPING EQUIPMENT ON THE JOB TO INSURE THAT THESE PROVISIONS
ARE CANED OUT. THE CONTRACTOR R HlL KW AU. EEXCAVATIOH OF EVERY
DESCRIPTION AID O WHATEVER SUBSTANCE ENCOUNTERED AND BOULDERS. ROCKS.
ROOTS AND OTHER OBSTRUCTIONS SHALL BE ENTIMMA REMOVED OR CUT OUT TO
THE WIDTH OF THE TRENCH AND TO A DEPTH OF SIX INCHES (61 BELOW SEWER
GRADE. WHERE MATERIAL IS REAMED FROM BELOW GRADE, THE TRENCH SHALL BE
FILLED TO GRADE WITH MATERIAL SATISFACTORY TO THE OlY AND THOROUGHLY
COMPACTED.
S.4,3 PIPE BEDDING ALL PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE
CITYSS STANDARD PIPE 8EOOMNG PLAN, WITH ALL SANITARY SEWER PIPE RAVING TYPE
2 BEDDING AS SKEWED BY THE APIW1/WSDOT STANDARD SPECIFICATIONS. BEDDING
FOR PVC SEWER PIPE SHALL DODO AT LEAST SIX INCAS (6) ABOVE in[ MOAN
OF THE SEWER PIPE AS SPEWED N THE CITY'S STANDARD PLAN AND APWA/WSDOT
STANDARD SPECIFICATIONS, PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE
STANDARD PLANS, OR BETTER IF 501.5 cONDITONS WARRANT. BACKFILL SHALL BE
PLACED AT SIX NCH (6, UFTS MAMMON AND COMPACTED TO NNETY - FIE PERCENT
(95X) THROUGHOUT.
S.4.4 BACKFILL BACKFILLING AND SURFACE RESTORATION SHILL CUTELY FOLLOW
INSTALLATION OF PIPE. SO THAT NOT MORE THAN ONE HUNDRED FEET (1001 IS
LEFT EXPOSED WITHOUT EXPRESS APPROVAL OF THE CITY. SELECT BACKFILL
MATERIAL SHALL B< PLACED AND COMPACTED ABOVE THE BEDDING MATERIAL, AS
OUTLINED IN CITY STANDARD PLANS. AND COMPACTED TO NINETY -FIE PERCENT (95
X) OF THE MAXIMUM DENSITY. WHEN OTHER GOVERNMENTAL AGENCIES OTHER THAN
THE CITY HAVE JURISDICTION OVER ROADWAYS WITHIN E CONSTRUCTION. THE
BACKFILL AND CONFACTION SHALL BE DONE TO THE SATISFACTION OF THE AGENCY
HAVING JURISDICTION. IF SUITABLE BACKFILL MATERIAL, AS DETERMINED BY TINE
CITY. IS NOT AVAILABLE FROM TRENCHING OPERATIONS, THE CITY MAY ORDER THE
PLACING OF SELECT BACKFTLL.
5.5.0 INSPECTIONS
5.5.1 FEND INSPECTIONS. ALL SANITARY SEWER CONSTRUCTION IS TO BE DONE
UNDER THE CONTROL AND AT ME DIRECTION OF A DESIGNATED CITY INSPECTOR. R
IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR INSPECTIONS 24 HOURS IN
ADVANCE. THE CONTRACTOR SHALL SCHEDULE INSPECTION BY THE CITY INSPECTOR
SUFFICIENT TO CONFIRM THAT ALL PORTIONS OF THE WORK ARE DONE IN
ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS, INCLUDING:
1, BEFORE BACKFILUNG, FOR COMPLIANCE WITH ALL CONSTRUCTION
STANDARDS.
2. FOR ALL REQUIRED AIR AND WATER TESTS.
3. PRIOR TO THE PLACEMENT OF ANY MATERIALS WHICH WOULD
PRECLUDE FULL AND COMPLETE INSPECTION OF CONSTRUCTION WHICH WILL BE
BURIED OR COVERED.
WORK COVERED PRIOR TO INSPECTION WILL BE UNCOVERED AT THE EXPENSE OF
THE CONTRACTOR.
S.5.2 SAMPLING Alm TESTING. TESTS AND MATERIAL SAMPLING FOR PURPOSES OF
DETERMINING COAT WITH THE SPECIFICATIONS, SHALL BE REQUIRED AT THE
DISCRETION OF THE CRY INSPECTOR. ALL COSTS INCURRED FOR TESTING OR
SAMPLING. DONE AT THE REQUEST OF THE CITY INSPECTOR, SHALL BE THE
HESPONSIBILITY OF THE CONTRACTOR. DETERMINATION OF FIELD DENSITY OF
COMPACTED EARTH WILL BE PER ASTM 01557 "STANDARD ".
S.5.3 PRESSURE AND LEAKAGE TESTING
MANHOLES SHALL BE CHANNELED PRIOR TO TESTING.
S.5.31 AR TESTING. ALL SANITARY SEWER PIPEUNES SHALL BE AIR TESTED IN
ACCORDANCE WITH APWA/WSDOT STANDARD SPECIFICATICSS FOR AIR- PERMEABLE OR
NON AR- PERMEABLE PIPE, AS APPLICABLE. THE UUNIRACTOR SHALL FURNISH ALL
MATERIALS AND EQUIPMENT NECESSARY FOR CONDUCTING THE TESTS AND ALL
TESTING SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY INSPECTOR.
THE CONTRACTOR MAY DESIRE TO MAKE AN AR TEST PRIOR TO BACKFILLING FOR
HIS OWN PURPOSES, HOWEVER, THE AIR TEST FOR ACCEPTANCE SHALL BE MADE
AFTER BACKFILLING HAS BEEN COMPLETED AND COMPACTED.
5.5.32 WATER TESTING. WATER TESTING IS ALLOWED FOR SANITARY SIDE SEWERS
ONLY.
�Py PN
IE 24 1 .
22 ' or
SSMH / 1� 1
4+93.85. LT 8'
48" OWNETER PER
CoT SID PLAN 55 -6
RMH -29.10
1E423.24 (61
E.23.07 (87
It
EX SS MH
RUM =28.54
1E -22.08 (Ex 8") '1
M' :11 AA 1I W A'1 'e
E=24.3* COL 8' W
E -22.16 (8' SS) `
F VERTICAL CLEAR AP,
ASS NG IS LESS IMO D"'
.\
THEN TIC SEWER PIPE AP
CROSSING SHALE. BE
OF CAST IRON OR
WITH MECH. JOINT FITTINGS
LENGTH AS REQUIRED BY
CITY.
EX SS MH
RIM =28.54
IE =22.08 (EX BD
15 IE =22.08 (NEW 87
GRACE.
- IE 24.3± EX 8" W. FIE D VERIFY)
InNISH '
IE =25.64 (8' W) -
SSMH 1
4+93 LT 6'
48' DAM PER
CoT STD SS -6
RII.29.10
E =23.24 (6
E -23.07 (8
SS CO
IE =23.96
1 ►-
5
S' IS' TC
IIMIEMEMSMIEMMI
10 20 40'
SCALE: I' ;. 20'
SEWER PLAN
VERTICAL DATUM: NERD 29
BASIS OF C IS A BRASS DNC SET IR
A CONCRETE LiGNI STANDARD AT RYE SE
CORNER CF S TROTH ST A SCUIFHCENITER
PKWY. MARRIED (II 254 RESET 2 T974)
N05029 ELEVATION 235
SEWER PROFILE
SCALE: 1" = 20' HORIZONTAL
1" - 5' VERTICAL
t
.,r I ild/
EDGE
. . . . . . . . . . . .
MOTE SSS NQ SP '.
SHALL BE A
F!VC, SOR P1 35
PECECnJF- WILA
lc
00
35
20
15
10
�i,�15548 �p
?� `CIST:�.R GGt
PERMIT GENIES _ ONAL ; 45-5`,+
" Z 61)
PERMIT PLAN SET - SUBJECT TO CITY REVIEW
:EXPIRES, 11/18/00
SHEET NO.
C6.a
O F
rn
m
0
U_1
S
MAINS
L6 L11 cLS2.
PIPE. 'IYP_
t , • 'LI,•
e=•il'41101.1 !T
A(Yt1Rcw4wC * /25 1/4 HP SIBIOSBIE
MAC TI/ ALROMMIC FLOAT %HEN mI
GRIM, 2 \2'4' DEEP SLAAAP7
I.5' PVC SCH
40 FM TO CB S
IAUDER (BOLTED
TO SIDE B FL
OF VAULT)
1AAL0.71 'OLD `NO
ulAt11 TIC ::IDS
t #tiot 'l i WAULT)
I^' PIESSLRE REDUCING '1A111E 1
tLA -AL %MEL TD -D1P5 SET 1.
. To 10 ,14.- 17D PSI
'SOH E GALY
VDU PPE, TYR
au ENC
OF PPE
LA1)AT?TfR FLOE) M/
BELt1ED ANCHOR :FLANGE
DR IIET -A-WT
REINIIFOR ED (CONCRETE
BALL OF 1A.ULT
� E7wwEs: 9 7/18/00 I
}- PRE TO P rIAI A`I
`WL't 7ATTc
ACY. 2 PLACES, 1 TOR DOMESTIC
'AATDR • 1 FOR , PRIGATION.. 1,5" FWD
weal easy OIR *PROM EOUAL:
QUBLE DETECTOR CHECK
MLVE ASSY. 6' FEBOD MODEL 806YD GCCA
OR APPROY(D EQUAL
'ATEIR NETEIT'
PLAN
00 o e
Q
INSTAL. JACK STANDS
UNDER VALVES
SECTION
VALVE VAULT DETAIL
NTS
5' STTZ (KIEN
C!T'E5 OF SLAW & PLNI LA
STANDARDS)
Ok7PT. w" Y�MEt1;OIII PER PAX
mATASHAITS STAIADAROS (PROM(
T1(
BEEP %AIVE TO FEINT FITEUNC.)
6' Z7' 1;1.52 PPE
MELDED ANCHOR FLANGE
OR MEC A LUG
A"L
SUMP PUMP PR
SEE PLAN VIEW
8' BASE OF 1 -1/2'
WASHED ROCK
NOTES:
T. COVER SHALL ROT EXTttT MORE THAN 6" ABOVE GRADE WHEN VAULT IS NOT IN TRAFFIC AREA.
2. S&QP( PA.VIAT AWAY FROM COYER WHEN VAULT IS IN TRAFFIC AREA.
3. TRPL TO BE INSTALLED BY DEVELOPER PER HWD INSTRUCTION.
4 - VAULT SHALL BE OF ADEQUATE HEIGHT TO PROVIDE MW. 6' CLEARANCE TO 0,S&Y VALVE WHEN VALVE IS FULLY OPEN.
5. INSTALL VALVE MARKER POST PER HEED STANDARD DETAIL /10.
6. INSTALL LOCKING VALVE BOXES ON VALVES COETROWNG SUPPLY LINE TO DDCVA'S.
7. INSTALL ALARM. SYSTEM AS REQUIRED BY FIRE DISTRICT.
8. BRICK IN REMAINING KNOCK -OUT AROUND PIPE AND MORTAR FINISH.
9. ALL VALVES AND DUCTILE IRON FITTINGS SHALL BE CLASS 250 WITH A MAX. WORKING PRESSURE OF 250 PSI.
10. ALL MI FITTINGS FOR GALVANIZED STEEL PIPE SHALL BE 300 LB FITTINGS.
11. PRESSURE IN THE WATERMAN IN SOUTHCENTER PKWY TYPICALLY RANT rod
6' OFECK
VALVE
6' POST INDICATOR
WLVE
6' POST INDICATOR
VALVE
I I I 1
II I,
i i ' E J IRR W 9?+
I'1.5r 011
FIRc Acct
6' I
SEE DET Ci.1
CONN TO
CUT -IN
SEE MA*
•
CAP & BLOCK EX 1.5 /
PIPE
W. DEA O TO SOU EX T.5' W i -n
x q.
; • F,u
T T
/ 633:51:w C
T- 5' elKC
°su + f
u ii _. s +
/ /� 0 Q X6 EiW I F 4--= F 4--= N \\
�/
7 N\ \\ tridr EX BLDG
Z u (DfMFROM EMO)
1.5'PYC
SUPS ' .. l Ml 1 VALVE VAULT
PTV ASSY. 6+ FA. LT n
26' SEE D U ° z IF II
I LANDSCAPING
VALVE VAULT. 6+78.
CENTER). MUTT V
814 -76-LA (15'-
APPROVED EQUAL, SI
RIM 29.0 FA. IE =24.
4 +36.78
PRE TRAM ASSY
LT 24.5', EEE AIL
SHE C').1
+00
S 64'58'42" E
I L A/C PAW-
1 - MRU, 8 +59.00 FA, ! EDGE OF NEW A/C MAT
} W M r C7
LT // "j , =x 'v
R C? 1 T f SEE DEEM. Stir C7.1 .t // _X . '' i f `
F _
_ N 6f,' 36" 3T W 486.58
G +7$.37 -
E
EMOVE --00
EX SD
LONG RADIUS BEND, VP
EX ROCK - - - -i I t 1
EX BOCK N 86' .. )
_.. � -
-Ex cu 7 o
WATER PROFILE
SCALE: 1 _ 20 HORIZONTAL
t'
. S" VERTICAL
Ij
REMOVE EXIST.
SD & PLUG AT
I MANHOLES
BUILDING 982
II FF= 30.50
{ u
0
1 q
7 / / // // / ///V //f////////////7///i1
LANDSCAPING
ONC WALK
,T EA
AS 6573'51' E
b 4 &Q SEX FENCE
WATER PLAN
SCALE: T' . 20'
2 +00
EA EC.
TABLE
tAND-
SCARING II
2 +71.65-
cic't -07
8'x90' B: ND (MJxMJ) & TB,
4 +65.28, LT 26'
-1-4 +00
{-3 +00
us
5_ 15_ 30'
10' 20•
VERTICAL DATUM: NGVD
29
• BASIS OF DATUM IS A
BRASS DISC SET IN A
CONCRETE LIGHT
STANDARD AT THE SE
CORNER OF S 180TH ST
& SOUTHCENTER PKWY,
MARKED (N 254 RESET
((2 1974) NGVD29
ELEVATION 28.5
\ ` - EDGE OF NEW A/C
SCALE: 1" = 20'
LANDSCAPING
EX 1 SC
II
cONC
ii !I I
EX ROCK
RECEIVED
CITY OF tL'riN�lln
PERMIT PLAN SET - SUBJECT TO CITY REVW
N 8
CO
C9 m
ct
Z y m
- 2 .
m
- m m
m
m
meo'
PROJECT NO.
321 - -06
REVISION NO.
1
SHEET NO.
C7.0
CF
'I :1 ,c, ,7 ter, t z,,t 5;,1 o,,,,, MoAirtAwtA 't
. _ .:* ,
Arr....Leal ,1211•Tts and , dioirtest ________ RNA -1
SeAerade. rbrtlittgb-lnts RPSA
cat* res RPA
Chemical parte RPBA
fl,,,,,...-..._pi Tri_j_rinart*s and tini deepen rp-aa.
Facidoes where tbin rteoleimed water and , d RPBA
Fon process A; tacildire RPBA
Fire prottection sewed , ..,
A.r.p
- Woo , oherribel amnion or using an sober/ wally RPBA ot RPOA
; .. wit•rodat tremolo arletton new, et DOCVA
Feat ptoressiing ;dards RPBA
' .loopriets. meeker oftroars. nursing berries. veterinary, modbal anti RPM
' barter clinics, tikaccl plasma mows
Premises vAith separate Arrtgaboa systems Aiming the rover:es water OVA
suPPIA1
- W1911 t 7: at:461am P• Poiliary supply RPBA
LaboratorBA
WWI ptibieg ircipstreas RPBA
RPBA
di-senora or warehouse RPBA
Peablearn preoessirro or storage RPBA
PARTS and bads RPBA
! Radimacaive TrASKPiai processing plants at npdlear reactors RPBA
' ffAray, amen *reed or readidled RPBA
' Wasoewater it stations an ffi " S5 RPBA
Waster:boor ■ TAN. Plants RPBA
Buildings groaner %hen 37 tell andkar Iwo (2) soda OCVA
Premises ebb an arsolliary water supply interconnected RPBA
pirth potable older swop*
Ober tabibes not Wed_ OCVA v• wfttel
agreement with iIWD
for in-bukti pNt tection
•
temmumm
9/11 erse
Au7rinc spi
AITS
4f
EIPA I 1 /1 8/oo
MANDATORY PREMISE
ISOLATION REQUIREMENTS
l ime sc. IP(PlIt ORANOT APARCACO
pc NAN
0NONCSVIETAILSP450-009
OPT PPM.
COPPER SETTER SNAIL BE SET LEVEL MO
CVNERED of METER BOIL
A. 2 OCACRETE METER
As IAMRPFACTURED ETY FOG-
ARTIER M. CX) *CPU, N
111510FIC LID
AS' COPPER SETTER EQUAL 10 IAJEUER.
FORD CR WAYS VATIPED AS EQUIPS:
PrOulGOT POS ML MALM
ANGLE CHECK ON METER OUTLET
. IRON PPE comprrea Oil sEnER
Aix; AND OUTLET
• COMPA...,ZON ADAPTOR N SETTER Kr
- T5 coP:a IDO Was AMPLE ON SETTER CUTLET
ER-NOS W/PAOLOCK WINGS ON CURB SUP
• INSTALL TAPE K COPPER No ursc.
etas PrITAELS ACP CONNECOUN TO
CUSTOMER'S UNE
• ur APRA* OPER OF CLN
Silva LK RECONDO
0
ST•FFENER/NU BP
r BRASS
STREET EMITS
r TYPE K COPPER - DO IAN. COVER
2 P. SERVICE SADDLE W/ DOUBLE STAINLESS STEEL
STRAPS EQUAL TO ROAPC OR SiNTH BIAS.
2 PT. BRASS CORP. STOP w/COMPRESSION ADAPTOR FOR
TORE K COPPER SERVICE oup. TO PALLLER. FT7RD OR
HAYS. INSTALLED AT 37 TO HE ANGLE.
n 1/7 BEV
Notts.
EEC ROUST BLOOC TAKE DETAR.17
MYTTA °WS
117
/4111111111CYLI
111111111Bill•IIIIMATLI
• DATENSIN6 INCLUDE GASKET WIDTHS.
11=11
/--
DUCTILE PON WATER LPN - CL 52
WATER METER TO BE SUPPLIED BY HACHURE wATER omRocT.
PETER BOX SHALL BE INSTALLED FLUSH WITH Miy. GRADE
AND MUST BE SIZED TO ALLOW FOR MIN. CLEARANCE REQUIREMENTS.
1 1 /2" AND 2" SERVICES
WITH HIGH BY-PASS
CONCRETE BLOCKING
45' BEND
II 1/4 BOO
TANSY writ - TAN r
Mk WARP AMA ACANO $66767~ soL
SQUARE FOLY
A e C
0,7 21 m.21 Try.21
3 2 I
4 4
7 6
11 10 6
I5 IA 9
22 19
29 35 11
36 31 20
46 39 24
54 47 29
64 Sit 35
87 76 PI
TOT 67 55
us 125 78
197 171 107
257 223 140
o t
wr21 0rr.25
2 i
2 2
3 2
5 3
• 3
• 4
0
13 6
IS 8
Ill 9
24 12
76 14
HO 20
ss 27
71 36
MEM
I. wawa AREA or ooar. roater BASED OT4 200 PSI WATER PRESSURE
NO SATE SOL EIDJOTO LOAD OF 2.000 POUNDS PER MARE FOOT.
2. PEAS MUST BE ADJUSTED FOR OTHER PIPE SIZES. PRESSURES N40
SOL CONDITIONS.
& CON TETE BLOOOPC SHALL BE CAST IN PLACE AND HAVE A MINOAN
OE 1/4 =WIC FOOT BEARING AGAINST THE FITTING.
4. BLOCK OPEL BEAR 404I16f nrnmos ONLY PAO SHALL BE CLEAR Of
JOINTS TO PT TAKING le OR DOMANTUNG Of JOINT.
5. CONTRACTOR 9061. MERU. BLOCKING ADMIX TO WITHSTAND FULL
TEST PRESSURE AS WELL AS TO CONTINUOUSLY VATAISTAND OPERATION
PRESSURE UAW ALL CONE411016 OF SERVICE.
THRUST BLOCK TABLE
NOTES
1. CONTRACTOR SHILL VERITY ALL EXISTING UTILITIES N THE FIELD.
2. CONTRACTOR SHALL 143185 DISTRICT A MINIMUM OF 72 HOURS (3 WORKING
DAYS) N ADVANCE OF ALL REOUESTS FOR STAKING. TESTING OR INSPECTIONS.
00/0.0PE.'NS ORNEYOR WALL PROVIDE STAKING OF PATER SYSTEM CONSTRUCT4
FOR COERCE INSPECTION A MINIMUM OF 72 HRS. PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHAU. FURNISH SHOP DRAWINGS FOR APPROVAL WHERE
REOUNTED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM
T1C APPROPZ) PROMO.
S. CONTRACTOR SHALL INSTALL EQUIPMENT N ACCOROUICE 517I4 9040-
r6G1uRER5 awc6.641Noolord AND HIGHUNE WATER DISTRICT
SPECIFICATIONS.
6. CONTRACTOR TO FURNISH ALL MATERIALS.
7. ALL DUCTILE PON PIPE SHALL BE CLASS 52.
B. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT.
9. HYDRANTS SHM.L BE AS SPECIFIED.
10. CUT-INS SHALL BE DIRECTLY SUPERVISED BY MI AUTHORIZED REPRESENTATIVE
OF NOW& WATER DISTRICT OR PREFORMED BY THE DISTRICT.
11. ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED
REPRESENTATIVE OF HIOHUNE WATER DISTRICT,
12. ALL CHARGES FOR GUT-INS AND LIVE PS ARE THE RESPONSOUTY
OF THE DEVELOPER/CONTRACTOR.
13. ALL COUPLINGS SHALL BE ROWE 501. OR EOUNALENT.
14. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PPE
TYPES MID SIZES FOR COUPLINGS, CONNECTIONS AND LATE TAPS.
15. ALL MANURE PIPE SHALL HAVE A 42* MINIMUM COVER AND 60 MAXIMUM
COVER UNLESS OTHERWISE SHOWN ON PUNS.
16. DEVELOPER TO PAY FOR STATE. CRY, PM COUNTY INSPECTION AND
PERMIT FEES.
17. COORDINATE METER LOCATIONS WITH HIGHUNE WATER DISTRICT
AUTHORIZED REPRESENTATIVE.
19. FIRE HYDRANTS AND MANS TO BE OPERATIONAL PROW TO COMMENCE-
TENT OF BUILDING CONSTRUCTION.
19. NO CHANGES ARE TO BE MADE WITVOLIT WRITTEN APPROVAL BY THE
DISTRICT.
20. SUBORADE SHALL BE ESTABUSHED FOR AREAS OF SITE INVOLVING WATER
SYSTEM FACILITIES.
21. PARTS MUST BE ON-SITE AND INSPECTED BY HIGHUNE WATER DISTRICT
PRIOR TO SCHEDUUNG CUT-INS OR CONNECTIONS,
22. REFER TO HIGHUNE WATER DISTRICT DESIGN AND CO/ELOPEMENT STANDARDS
FOR ALL REMAINING NOTES AND DETAILS.
23. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HIGHLINE WATER
DISTRICT FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS.
24. COMPACTION TESTING 13 ACQUIRES FOR ALL OPEN CUTS AND/OR CROSSINGS
WITHIN PAVED OR TRAVELED AREAS OF PUBLIC RIGHT-OF-WAYS.
GENERAL NOTES
CONNECTION TO
EXISTING WAN
otPionPURacacAlltt)
INSTALLED 50 CONTRWOR.
(cAp tz
HYDRANT PEWIT REQUIRED
CONTRACTOR RIRNISHED.
INSTALLED BY NIGHIJNE WATER DISTRICT.
NOTES:
//2 RAW) CANNA (t/2 Cu.
AVER NOM
2 - 3/4' GTA IC ROOS
OR 6" MCCAW} GLAND;
ru.rpopc sown
2' X 2 1/2' NST ADAPTOR
2 COARRCt vALvE
2 1/2' X 2' ADAPTOR
R.P. DEVICE
r X 2 I/2" NST ADAPTOR
TEMPORARY HAMPANG/TESUNG CONNECTIONS
PORNO WON NTO YELLOW 01071 AS MANuFACTUREC.
FAAWEST PANT PG. CO. COT Prrw mute wrionon 'too Sr PAPIER AA.NY CO.
EXTRUOED CURSING SEE KUL •10.
STAR re ears. DOE 400-A OR 01401 APPROTED ANT RESTRANT
SYSTEM.
PANT TIE ROOS NTH 9O5lANOu$ WIT ACCORDING TO PAP 374404005 isaconorrA7AA 077-7
OR USE STMNUQSS STOOL POOR MID WTI
INSTALL tut APARAIENT ANANU I AY Arrow TO IA RACAR
NEATLY STENCIL PPS DOOPKE woo Anew 9/ 2' PPM:
WOG PM (Win PPR
I rl ieL TOT 11 1512 igrAIISWICT �, 29 5 CITIES or SLATAC S 11199ILA
4 PORTE Amaral - roc mac se
• t/2" oar ROODS FOR ON OF MDR
HYDRANT INSTALLATION
IMY HOSE DISC
7' CONTROL VALVE--
1 T&Fge
TEMPORARY FLUSHING/TESTING
SETUP FOR CONNECTIONS TO
EXISTING WATERMAINS
ALL FITUNGS TO BE DUCTILE IRON.
ALL EXCAVATION SHALL PROVIDE A MUM Or tr CLEARANCE AROUND PRO Ft MACS
O CONTRACTOR TO 0E1E91IINE MOMENT * ORME Or EGSTING FACILITIES PRIOR TO INSTALLATON CF NOW
WAIMAAFAL OUTRIDE DIAMETER OF COSMIC IATIERNMN TO BE DETERMINED AT THE SAME ENE THE CONTRACTOR
EXCAVATES FOR AUGMENT & 08100.
@ AU. EXCAVATION. PIPE. IRTTINGS (EXCEPT AS NOTED). OTHER MATERIAL, BACKFILL. COMPACTON S STREET
RESTORATION PT CONTRACTOR. AU. MATEPALS TO BE ON JOG SITE PRIOR 10 SCHEDULED 544UT-00.
OF EXISTING rairmuei(s).
® D.I. SLEEITE (P) TO BE INSERTED Al INIE OF CONNECTION FOR CUT INTO EXISTING VIATERMAIN.
0 DJ. SLEEVE(S) FURNISHED BY CONTRACTOR FOR CUT INTO EXISTING MATERMAIN.
® COORDINATE WITH TUKWILA SEWER UTILITY BEFORE DISCHARGE TO SEWERS.
INSPECTOR 433-0179
SEWER DEPT 433-1884
® nnuAss 6 HOSE SIZE SHORN ARE IANANN SOC. USE LARGER SIZE AS NEEDED FOR 2.5 F.P.S. FLUSHING.
ROWIC PLOT COUPLING
EX. AC OR
dr, #80
Ur MERLE PON
vApt MARKER POST
(4' 9 e CONCRETE STYLE)
ELEVATION
CUT-IN TO MAINS
SPACER (DAMMAM)
(IF REQUIRED
ta oucrix Pon AspIALL
EXTRUDED CURBING
unolsru.sao SOIL-
3_ PVC
3 0 -CATE VALVES (FL X MJ)
1407051 ALL CONNECTIONS 70 EXISTING MAINS WILL BE MADE
PIM FPO AFTER REQUIRED TESTING.
A 3" X 3 X 2" ASPHALT PATCH IS REQUIRED IF VALVE BOX
IS SET 51 GRAVEL OR UNPAVED SURFACE.
SR. PIPES SMALL BE RECOATED WHERE WRAPPING
HAS BEEN DISTURBED (PER AVAVA STANDARD C210-54).
.,ATTEC.F FTTIVCS & P.PE BEFORE MAKING CONNECTION.
DJ. SLEEVE (AMA) UNDISTURBED SOIL
3 L .SU15 VALVES (111 X 9.1)-
2 - VALVE MARKER POSTS APOUIRED PER HWD STANDARD DETAIL 010.
VALUE MARKER POST
(PLASTF.. STFLP
NOTESc PLAN
VALVE MARKER POST SHALL BE A ATIMMUM 42- LONG PRECAST CONCRETE AS
MANUFACTURED BY FOG-ITTE METER SEAL CO.. OR EQUIVALENT. OR 3" PVC PIPE
PR. CAP. PANT POST WITH SAFETY BLUE ENAMEL #257. AS MANUFACTURED BY
FARNIST PAINT MFG. CO. OR TAHOE BLUE MARATHON 51065, AS MANUFACTURED BY
PARKER PANT CO.. NEATLY STENCIL DISTANCE TO VALVE ON POST W/2 NUMERALS
USING WHITE ENAMEL PAM.
ALUERNATE PLACEMENT OF STENCIL(S) WILL BE MADE BY mo IF USE OF MARKER
POST(S) ARE NOT PRACTICAL.
PRE HYDRANTS SHALL BE PROTECTED BY r HIGH EXTRUDED CURBING
WHOSE DIRECTED BY DISTRICT OR ENGINEER.
VALVE MARKER POST
AND EXTRUDED CURBING
- CONCRETE BLOCKING
R
TEE (FL)
CUT-IN USING THREE VALVES
1111 CII
I/7' DA REBAR
MAC FLEX COUPLING
TEE (FL)
EX. AC OR
STL PIPE
CUT-INS TO EXISTING
A.C. OR OIL PIPE REQUIRE
2 - 18 0.1. NIPPLES
2 - ROIAUC FLEX COUPLINGS
CONCRETE BLOCKING
F 1WPE
CUT-INS TO EXISTING
C.I. OR D.I. PIPE REQUIRE
1 - IS D.I. NIPPLE
1 - (AU) SLEEVE
1 - SPACER (GUTCHMAN)
.17 cmIraiLA
fru: C) C 71 i
PERMr CENTEF
PERMIT PLAN SET - SUBJECT TO CITY REVIEW
OF
REVISION NO.
1
SHEET NO.
C7.1
PROJECT O. - 1
321-06
NEW BUILDING
16,800 SO. R.
F.F. 31.00
3 COSTING
10
01:680 JOSGIEGA1E
=MG MACE
LANDSCAPE PLAN
13 PHI
■ONINIMPAISIIMODSIM.M.MiliNOWI•
1" = 30'
.5•0* Bontanicougms
100 Juniperus oid gold
22 PtI Anus mugho magus
19 &R9 kbut Hawk, .enrnenelti
21 Puff PhoKno hazed
ura ursi
310
36 E Rhododsndron Roseum Means
13 PW Pints 14gra
1 R tWodsedron Garner Waterer
113 P Pierus Mountain Fire
24 FIT Piens Forest nOMAI
9 ce Corpinue betides Fastigiate
26 EM Euonymus microphylus vorlegatum
10 FOR Froxims oxycarpo Rarrood
34 E Euonyrnus data C..xnpocto
42 P11 Prunus lourocerocus Zobelieno
8 CA Cotoneaster apiculatus
74 O Yburnum davirki
104 co Catoneoster dammed
86 CC Erica cornea
13 Rhododendron Arch Kruschke
6 IL Honey Locust
306 RC Rubus calycinoides
..15529,12.1,
001APS101
Se ale Business Park BLDG. 982
Plant List
NATU
10
FUlURE
BUILDING
1 godon
5 gollon
5 wilion
30•36 B/B
1 gallon
21-24' 8/8
10: caliper
21-24 B/B
18-21" B/B
18-21" B/B
3 caliper
1 gallon
2" caliper
5 calico
15-1r B/B
1 gallon
1 gallon
1 gallon
1 godon
18-21"
6-7*
4" pot
LANDWARD CATCHPOIN1 OF LEVEE
, •••••
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KEN
LARGE
Londscope
Architect
21803 NE 17th Court
Redmond, WA 98053-4104
425-836-4578
ReAS70112e
1- 6/15/99 LANDSCAPING
ALONG LEVEE
SEGALE
BUSINESS PARK
TUKWILA, WASHINGTON (206) 575
BUILDING 982
LANDSCAPE PLAN
DESIGNED EN:
KL
DAMN BY:
°RASING NUMBED
RECEIVED
CITY CF TUKWILA
PERMIT C,ENTER
PROEM NIMBEED
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1 = 30' 3/12/99
SHEET: 1 OF:
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I TWI9AREA
I. PROVIDE FIRE ALARM I SMOKE ALARM PER USC STANDARDS..
2. PROVIDE COCK RESPONSE SPRINKLER HEAD PER 114C 5t- 30- ttQ41 EXCEPTION.
3. ALL DIM. ARE FACE OF STUD, OR FROM ExTER CR FhCE OF CONC . LNLES.s
4. CORRIDOR EXCEPTION 1004 . 3 . 3 . 3, 4 4 5
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98093
Job no.
LANCE MUELLER & ASSOCIATES
A R C H I T E C T S • A I A
130 LAKESIDE t SEATTLE, WA 981 22 ' 206 325 2553
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5,432 FOR
7 TOLE
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Elevation: „ Toilet Room
8 Toilet Room m Plan - Rm. 129
SINK SHALL EtE NOT MORE THAN
6 I/2" IN VERTICAL DEPTH
GUS - PAINT
P. LAM. WAINSCOT
WIN METAL TOP
TRIM e 4 WALLS
GRAB
BARS
FLUSH CONTROL
ON TI-115 SIDE
NOTE
LEVER TYPE FAUCET CONTROL
HANDLE SMALL BE LOCATED
NOT MORE T- w.11,.a `- _ , F!? 1 FONT
EDGE :`.• Q AV6a I C.,-. . R SINK.
Elevation: Toilet Room
Scale: 3ofs I' -0"
FLUORESCENT LIGHT
FIXTURE WITH
CONVENIENCE OUTLET
24" X 36" MIRROR
WITH METAL EDGES
AND SHELF
6" SWEET VINYL BASE
INTEGRAL COVE
HOT WATER AND RAIN PIPES
EXPOSED UNDER LAVATORIES
AND SINKS SHALL BE INSULATED.
THERE SHALL BE NO SHARP OR
ABRASIVE SU r'ACE5 UNDER
LAVATORIES OR SINKS.
Toilet Room Elevation - Rm. 129
� � Scale: 3/8" = I' -0 "
Elevation: Toilet Room
'
Scale: 3/8 I -0
V4' PLATE GLASS MIRROR
IN STAINLESS STEEL FRAME
PLASTIC LAMINA
METAL ANGLE SU
LOCATIONS
NOLO DRAIN LINE AS 14IGI4 AS POSSIBLE
*Section
(i)Elevation: T olio Room
-vi 54414 3/8 • -0'"
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Elevation: Toilet Room
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RESTROOM ACCESSORIES LEGEND
MA&UFACTUI : BOBRICK C01'4TURA
411
42
43
A4
A5
46
SUIFACE MOUNTED SEAT COVER DISPENSER
MIRROR W/ MAPLE FRAME
36" GRAB BAR
42" GRAB BAR
TOILET PAPER HOLDER
RECESSED PAPER TOWEL DISPENSER
AVID WASTE RECEPTACLE
SOAP DISPENSER- DECK MOUNTED
TRIEBRC WASTE AND 140T WATER PIPE INSULATION KIT
AS TOILET PAPER HOLDER- PARTITION MOUNTED
CONTRACTOR )":!E AND INSTALL - TYPICAL.
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I. ALL FIXTURES. ACCESSORIES AND HARDWARE MUST
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2 2. REFER TO F545H SCHEDULE FOR FINIS-4 CODES.
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NOT FOR CONSTRUCTION
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B /54
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F5 5
F8 0
WIDE GRA X 2' -0' DEEP
D E BEAM
6
P5 ▪ 6 , ,
2O 2.1 2.9 O3 3 4
8•-6"
10 - FRAME '8'
(588 DETAIL 8/55)
F4.0
F5.0 F4,0
5
/5
F45
N�5
F7 5
D/54
F8.0
F7.5
F8.0
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FRAME 'D'
1582 DETAIL B /S5 O PP)
F8.0
120' -0"
1 \6 m
� N
s
F8.0
B /54
SEE DETAIL ',5/64
iFOR TYPICAL SLAB
JOINT DETAILS
B /54
(
F60
P7.5
CONSTRUCTION JOINT (C.J.1
0 25'o.c. MAX.
4" SLAB ON GRADE W/
6 X 6 W1.4 X W14 WWF
0 Q OF SLAB
0 FOUNDATION PLAN
F7.5
�5y
0
Dclq 0 a50
F5.0
F /54
F4.0
F4.0
54.5
3' -6" W X 2' -0" DEEP
GRAD E BEAM
CANCELLED
F9.0
iJ
F40 _.'.? F4.0
HIS4 �'
ow
a i
F5.0
B /S4
55.0
G /54
\I
1 \6
REVIEWED
This plan was reviewed for general conformance with the following:
Structural Provisions of the Uniform Buildin Code
❑ f:on- scntecu.A Provisions of the Uniform Building Code
❑ Washington State Barrier -Free Regulations (Chapter 51-30 WAC)
❑ Washington State Energy Code (Chapter 51 -11 WAC)
The project applicant is responsible for conformance with all applicable codas, conditions of approval,
and permit requirements subject to the nmuiremenis and interpretations of the governing authority. This
rcvtew does not relieve the Architect and Engineer of Rewrd of the resputi;ib: fora complete design
axordmce with We laws of the eovemi jurisdicti�.m and the state of Wahingtnn.
Jurisdiction ciTse OF _, u IG w I LA.
By �� _ — z, __ Date f'M /99
RE. MIDDLETON, NC.
Code Review Consultant
D99 -aaso
t " LS lJ tS U ■'/ E
tr - 9 1999
REID MIDDLETON
- 0
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ROOF DIAPHRAGM NAILING SCHEDULE
ZONE
CAPACITY
ipIf)
CONTINUOUS
PLYWD EDGES
DISCONTINUOUS
PLYWD EDGES
INTERMEDIATE
SUPPORTS
BLKG REVD 0
PNL JOINTS
I
285/215
10d 0 6 "o.c.
10d 0 6 "o.c.
10d 0 12'o.c.
YES
',./.'.
425
10d ® 4 "c.cf
?Od ® 6 "o.c.
10d S 12 "o.c.
YES
_
I
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\ • ,
\
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\
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w �
1k
— y I 14/S7
B /57
D /S7
ROOF DIAPHRAGM NAILING PLAN
1/16•• = 1' -0"
24'
O
33'•2"
W18 X 60
W18 X 76
W18 X 76
F /S7
815 Ibe
815 Ibe
W24 X 68
O
i I
J /57'
E /57
■
HVAC UNIT
2500 Ibe
—5/8" AP A RATED
PLYWOOD
F AME 'B' J
(SEE ETAIL B /55)
815 be
15 be
F /S5
'D'
(SEE DETAIL PRAMS B /S5 OPP)
K /S7
120'•0°
T
W24 X 6&
24 X 68
A /S7 C /S7
W18 X5
W18 X 50
A /S7
E /S7
C /57
N ROOF FRAMING PLAN
1/8' = 1' -0'•
NOTES
1. USE 10d COMMON NAILS TYPICAL (1484 X 1 5/8" MINIMUM PENETRATION).
2 NAIL DIAPHRAGM BOUNDARY WITH (2) ROWS 10d 6 3 "o.c. STAGGERED
UNLESS NOTED OTHERWISE BY DIAPHRAGM ZONE.
3. MINIMUM NAIL SPACING IN A ROW IN TOP CHORD OP TJL JOISTS SHALL BE 6"o.c.
PROVIDE MULTIPLE ROWS OF FASTENERS WHERE NAILS ARE SPACED.4 "o.c. OR LESS
I W18 X 76
(SEE DETAIL A /S3)
42' -0'
W18 X 86
I W24 X 68
W8X86
I --
8 "o.c.
TYP EA ROW
2 1/2° 1 2 1/2"
7 L /2 "o.c.
TYPEA ROW.
B /57
D/S7
— Im
Ua
� N
q5o
DETAIL A /S3
1/8' = 1. -0"
— PROVIDE (21 ROWS OF FASTENERS
WHERE NAILS ARE SPACED ■ 4 "o. c.
.— TOP CHORD OF TJL
CANCELLED
PROVIDE 13) ROWS OF FASTENERS
WHERE NAILS ARE SPACED ■ 2 1 /2 "o.c.
ind NOV 1 2 1999
REID MIDDLETON, INC.
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
F4
4' -0" X 4' -0" X 1' -0" DEEP
(6) #5 EA WAY BOTTOM
F4.5
4' -6" X 4' -6" X 1' -0" DEEP
(7) #5 EA WAY BOTTOM
F5.0
5' -0" X 5'-0" X T -O" DEEP
IQ) #5 EA WAY BOTTOM
F5.5
5' -8? X 5'-6" X. 1'-0" DEEP
(7) #6 EA WAY BOTTOM
F6.0
6' -0" X 6' -0" X ' -2" DEEP
19) #6 EA WAY BOTTOM
F7.5
7' -6" X 7' -6" X 1' -4" DEEP
(10) #7 EA WAY BOTTOM
F8.0
8' -0" X 8' -0" X 2' -6" DEEP
(12) #7 EA WAY BOTTOM
#5 ti 12 "o:c.EA WAY TOP
— (14) #7 EA WAY BOTTOM
15; 0 12'0.0. EA WAY TOP
F9.0
9' -0" X 9' -0" X 2' -6" DEEP
i
O . -0 ..
E
S4
MAXIMUM SPAC ING S
LOCATION PER F=ON PLAN
6 X 6 W14 X W14
W .F CENTER IN SLAB
4AXIMUM SPACING S
OCATION PER PDN PLAN
S X 6 W14 X W14
A' WE CENTER IN SLAB
o.c
SLAB ON GRADE - --
PER PLAN
DOWELS TO MATCH
A
VERT REIN'
IL
S C.:.P WALL
0
13 32 c
SLAB CN GRADE
PER ALAN
0 CDNT
CONSTRUCTION JOINT IC.J.}
SHRINKAGE JOINT (S.J.)
SECTION
SECTION
CANCELLED
3/4"
KEY
S C P WALL
SECTION
3/4
CLR
1 /2C X 3' -0" FLAW
BAR 0 24 c CUT
ONE END W/0 FLARE
.S GREASE SAME END
1 X 1 /2" SAWN JOINT
/r.
3/4° • 1' -0•
CONT. C 4 X 4 X 3/8" W/
1/21 A.BOLTS • 24"o.c.
• ELEA DOOR
4 • 12 "c. c. EA. WAY
#4 • 12"o.c. EA WAY
TOP d BOTTOM
099- 0A5 0
3/4° • 1' -0'
#4 0 12 PA NAY'
314 C' OWELS TO MATCH
CLR VERT RE1NF
021 #5 CONT
F
121 # CONT. -
S4
HSS COLUMN PER -
ELEVS A /55 d 8/55
NOTE: SEE ARCH. FOR
RIGID PERIMETER INSULATION
HUM COL PER PLAN -
BASE PLATE PER
DETAIL D /S4
8 X 1 X 1' -9" PLATE W/ -
3/4" X 0' -8` PLATE
WELDED S (41 06 r
WELDED W/ 03 TIES
0 4' - o .c VERT & M6
(BENT} X 3' -6" EA SIDE
OF PLATE
PER PLAN
SECTION
SIZE PER PLAN
REINFORCING PER SCHEDULE
SECTION
FOOTING PER PLAN
REINFORCING PBR SCHEDULE -
2 X 6 STUDS PER PLAN
— 2 X 6 P.T. PLATE W/ 1/2'Y
A.BOLTS • 4'- 0 "0.0-
- -SLAB ON GRADE PER PLAN
#4 I 0 48 "o.c.
-- INSUL PER ARCH
- - -6" STEM WALL W/
#4 • 16 "o.c. EA WAY
` - 12) t4 CONT.
1/4,, 6
- - - -6" CMU W/ I21 t4 IN
BOND BEAMS 0 4B "o.c.
S It) #4V 0 24 "o.c.
(SOLID GROUTED)
-- #4 _ 0 12 "o.c.
ALL AROUND
- 3/4" KERF PLATE WELDED
TO EMBEDDED BASE PLATE
H5S DIAGONAL -
BRACE PER ELEV
A /S5 6 B /S5
3/8 ~'18`
3/4' . i' -O•
3/4° . 1' -0'
1
3/4° . T -0';
CONT. FTG. BEYOND --
S4
S4
FIN. GRADE - --
#4 0 12 "o c. - --
EA WAY
HSS COLUMN PER - -
BLESS A /55 6 B /S5
8 X 1 X 1' -9" PLATE W / -- -I
3/4" X 0' -8" PLATE
WELDED S 14) #6 r-o
WELDED W/ #3 TIES J
0 4 "o.c. VERT S (II 06
(BENT) X 3' -6" EA SIDE
OF PLATE
L A K
- -3/4" NON- SHRINK
GROUT
1/4' 7"
SECTION
SECTION
C)
CL COL
1/2" S FTG
CLR
SIZE PER PLAN
REINFORCING PER SCHEDULE
10"
i —i
FOOTING PER PLAN
REINFORCING PBS
SECTION
BASE PLATE DETAIL
-- 3/4" BRG. PLATE WI
{4} 3/41 PARABOLTS
IEMBED 71
-- LEVEL W/ GROUT AFTER
COLUMN IS ERECTED
-- 2 X 6 0 16 "o. C.
PROOVIDE 4 X 6 POST
0 PARALLAMS
- - -- 2 X 6 P . PLATE W/
1/21 X 10" A.BOLTS • 48 "o.s.
- 121 #4 COST
-8" C.I.P. WALL
r� 0 12 "o.c.
-- #4 I • 48 "o.c.
-3/4 KERF PLATE WELDED
TO EMBEDDED BASE PLATE
- -ID) #5 CONT
1/4 -'10"
1/2"
aI
3/4° • 1' -0
3/4` . 1' -0'
3/4° • T -0"
S4
S4
S4
K
S4
HSS COL. PER PLAN ---
-SLAB ON GRADE
n' rc
P.C- PANEL
141 #5
r-r
SECTION
SECTION
NON - SHRINK GROUT
I
SIZE PER PLAN
REINFORCING PER SCHEDULE
k 1.5Hj
STEP FOOTING
SECTION
SECTION
3" , 11/2"
COL. S FTG. TYP. ' 1 1 TYP.
BASE PLATE DETAIL
r 3/4" BRG PLATE W/
/ 141 3/4 "• PARABOLTS
IEMBED 7 ")
LEVEL W/ GROUT AFTER
COLUMN IS ERECTED
I21 #5 CONT TOP 5
BOTTOM. RUN 3
INTO F4.0 FTGS
3/4' • T -0
3/4•.. T -0
--P.C. PANEL
2" CLR.
3' CLR
-- - CONT. FTG.
3/4' .'T -0°
3/4° T -0'
FOOTING SCHEDULE
GENERAL NOTE
CODE: UNIFORM BUILDING CODE -- 1997 EDITION
ALL ASTM's CALLED OUT ARE TO BE THE LATEST EDITION
LIVE LOADS
ROOF 25 PSF
FLOOR 50 PSF + 20 PSF PARTITION
WIND 80 MPH, EXPOSURE '8"
SEISMIC ZONE 3
GENERAL NOTES
( Z
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0 5E
UU
53W
FOSIBATION
FOUNDATION DESIGN WAS BASED UPON SOILS REPORT NO. 0291- 012 -00
BY GEOENGINEERS DATED DECEMBER 9, 1998.
THE FOLLOWING VALUES WERE USED:
FOOTING BEARING PRESSURE: . .2500 PSF ON DENSE NATIVE MATERIAL
OR COMPACTED STRUCTURAL FILL
(33% INCREASE FOR WIND OR SEISMIC)
LATERAL EARTH PRESSURE: . 400 PCF EQUIVALENT FLUID PRESSURE
(PASSIVE)
COEFFICIENT OF FRICTION:... 0.50 ALL EXTERISM FOOTINGS SHALL BE A MINIMUM OF 1' -6 BELOW FINISH GRADE. SLABS AND
FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM
DRY DENSITY PER ASTM 0-1557 AS RECOMMENDED IN SOILS REPORT. CONTRACTOR SHALL
PR.'VIDE PERMANENT POSITIVE DRAINACE OP BUILDING PERIMETER. ALL SITE PREPARATION AND
GR&UING SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT,
CONCRETE
Pc = 2500 psi FOR RETAINING WALLS, FOOTINGS & SLABS ON GRADE (INSPECTED)
ULTIMATE STRENGTH DESIGN METHOD USED. IDLCIO AND PLACING OF ALL CONCRETE AND
SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318.
PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE
MIX WITH 5' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE
SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES.
UNLESS INDICATED OTHERWISE ON ARCHITECTURAL. DRAWINGS. WAR CURING SHALL BE USED.
AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME.
REINFORCING STEG-
ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000
psi) EXCEPT ALL B4 SLAB DOWELS SHALL BE GRADE 40 (fy= 40,000 psi). LAP CONTINUOUS
REINFORCING BARS 30 BAR DIAMETERS, 1' -7 MINIMUM UNLESS NOTED OTHERWISE. CENNER
BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN
ACCORDANCE WITH 'ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE
STRUCTURES". WELDED WIRE FABRIC OW) TO CONFORM WITH ASTM A185. REINFORCING HOOKS
TO COMPLY WITH STANDARD ACI HOOKS.
UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE
BOTTOM OF FOOTINGS . ! 3 INCHES
FORMED SURFACES . . WEATHERS EARTH FACE ... 1 1/2 INCHES
INTERIOR FACE :'. 3/4 INC'H'ES
REINFORCING STEEL. BODING
ALL WELDED REINFORCING STEEL TO GRADE E0'.(ASTM A706) OR GRADE 40 ,(ASTM A615) AND
WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE REINFORCING STEEL ALL GRADE
60 WELDED. REINFORCING BARS SHALL BE REJECTED UNLESS A MILL CERTIFICATE IS SUBMITTED
TO THE ENGINEER OF RECORD AND INDICATES. COMPLIANCE WITH ASTM A706. ALL REINFORCING
STEEL WEDING SHALL BE BY WABO CERTIFIED' WELDERS. USE ONLY FRESH E70XX ELECTRODES
(AWS A51 OR A5.5). BENDED IN WELDED REINFORCING STEEL SHALL COMPLY WITH ACI
STANDARDS. TENDS MUST NOT OCCUR WITHIN 3" OF ANY WELD. PROVIDE SPECIAL INSPECTION
PER. ABC 1701.5(5.3).
MISCELLANEOUS STEEL
MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fy= 36,000 PSI). WELDS NOT SPECIFIED
SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS --
USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.B.O. APPROVED
EQUAL. NAIL ALL HOLES 'WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED OTHERWISE
ON DRAWINGS. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL HAVE
MINIMUM EMBEDMENT PER UBC TABLE 19 -D.
STRUCTURAL STEEL
ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF OORACTJRGL STEEL FOR BUILDINGS', AND THE "CODE OF STANDARD PRACTICE ° .
STRUCTURAL STEEL CONFORMS WITH ASTM A -36 (Fy =36,000 PSI) • -
HSS COLUMNS CONFORM. WITH ASTM A-500 GRADE B- (Fy=50,000 PSI)
WELDHEAD STUDS CONFORM WITH ASTM A -108 (F5=46,000 PSI) - -.
BOLTS (WOOD TO STEEL) CONFORM WITH ASTM A -307
BOLTS (STEEL TO' CONFORM WITH ASTM A -325N
PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 21 -E FOR MASONRY AND UBC
TABLE 19 -D FOR CONCRETE. ENGINEER APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF
ANCHOR BOLTS IN CONCRETE. CONFORM WITH.ICBO APPROVAL FOR EXPANSION ANCHORS USED.
ALL WELDING TO CONFORM WITH AWS D1.1 'CODE FOR WELDING IN BUILDING CONSTRUCTION".
WELDS NOT SPECIFIED SHALL BE 1/4° CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO
RTIFIFO WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE
GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELDHEAD STUDS.
0
•9W
TIMBER
2X MEMBERS H.F.#2 (Fb =1000psi REP.)
4X MEMBERS D.F.#2 (Fb= 875psi) -
LUMBER NOT NOTED TO BE D.F.#2
ALL GRADES SHALL CONFORM TO "WA GRADING RULES FOR WESTERN LUMBER - -- LATEST EDITION".
BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT
WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER
SPECIES FOR DOUGLAS FIR ALLOWED.
GW- LAMINATED WOOD MI]ABERS
GLU- LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION, KILN DRIED, AITC COMBINATION
24F -V4 (OF/DF) (Fb =2400 PSI) FOR SIMPLE SPAN MEMBER" AND COMBINATION 24F -V8 (OF/DF)
(Fb=2400
THAN ) 1 /2 R. PROVIDE C STAMP M ON EACH MEMBER AND UNSOUND PROVIDE KNOTS
CETTI`:"KTE TO ARCHITECT. MATERIALS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL
OW -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING
AS INDICATED ON DRAWINGS. ALL BEAMS SHALL BE CAMBERED WITH 2000 FOOT RADIUS UNLESS
NOTED OTHERWISE ON DRAWINGS.
Td. JOISTS
TJL JOISTS SHALL BE MANUFACTURED BY THUS JOIST MACMILLAN. JOISTS SHALL HAVE LOAD
CARRYING CAPACITIES IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED LOAD TABLES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
ROOF R FLOOR SHEATHING
ROOF SHEATHING SHALL BE 5/8" (NOMINAL) A °A RATED SHEATHING 24/0, EXPOSURE 1, SIZED
FOR SPACING. INSTALL PANELS WITH /8 SPACING AT END JOINTS AND 1/4" SPACING AT EDGE
JOINTS. NAILING SHALL BE 10d (COMMON) AT 6" c.c. AT PANEL EDGES AND 12' o.c. AT
INRMEDIATE SUPPORTS.
FLOOR SHEATHING SHALL BE 1 1/8" (NOMINAL) APA RATED TO STURD -I -FLOOR 4-8/24, EXPOSURE
1, SIZED FOR SPACING. INSTALL WITH 1/8' SPACING BETWEEN EDGE AND END JOINTS. GLUE AND
NAIL ALL SUPPORTS AND BLOCKING. NAILING SHALL BE 10d (COMMON) AT 6 o.„. AT PANEL
EDGES AND 10 o.c. AT INTERMEDIATE SUPPORTS.
SHOP DRAWINGS
SUBMIT THREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING
DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR:
REINFORCING STEEL, STRUCTURAL & MISC. STEEL & GLULAMINATED WOOD MEMBERS.
INSPECTIONS
INSPECTIONS. ARE TO BE PER DEC SECTIONS 1D8 AND 1701 AND ARE TO SE BY AN INDEPENDENT LA J
TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE ARCHITECT ' C_J
FOUNDATION: INSPECT FOOTINGS AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT
TO INSURE MATERIAL IS DRY AND DENSE.
CONCRETE: TAKE CONCRETE CYLINDERS PER UBC SECTION 1701. VERIFY SLUMP.
REINFORCING:. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS.
CHECK FOR REQUIRED COVER, SIZE AND GRADE.
FLOOR & ROOF NOTIFY BUILDING DEPARTMENT AND ENGINEER OF RECORD FOR INSPECTION
DIAPHRAGM: 48 HOURS PRIOR TO COVERING.
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