05-105180 (2)t
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RETAINING WALL PLAN V N
SCALE: 1 "=20'-O" _
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v_ —_—_—__—.—_—_ --- ----_—_—--- —__----_.__--
DISCLAIMER: BASE DRAWINGS CONTAINING
SURVEY INFORMATION USED IN THE WALL
LAYOUT WAS PROVIDED BY OTHERS.
ANDERSON-PEYTON DOES NOT GUARANTEE
OR ASSUME LIABILITY FOR THE ACCURACY
OF SAID SURVEY INFORMATION.
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310.00'
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310.00'
305.00'
305.00'
300.00
_ _ _. —_ ._ _
EXPANSION JOINT TYP,
-__ _ _ - .. SEE. DETAIL ON-S1.0.
CONTROL JOINT_TYP, _._ . _.- _ _-
1 &4
_ _.- _ _._ _. _- _. _ _.. _ __ __.__ _ _ _ _ _ _ _ _ — _ _ _ _ _-_
CONTROL JOINT TYP
300.00
295.00'
SEE DETAIL ON S1.0.
S1.0 _.�_
NEW FINISH GRADE BEYOND
_ _-__ _ ._ ___ _ . ___ _ ___ _ .__.._. SEE DETAIL ON S1.O. ._ _
. _
_ _ _ _ ._ _ _ _ __. - _
295.00'
19'-5
- - 19 _z 1/2..-- 19•-2 1�2,"__ _ 18'-7;; _. _..18'-7"_ 18 �;; -
18'-7" 18'-7" 18'-7"
18'-7" 17 7"
1T-8" 1T-8" _ 1T-8" I�,-8;- 1T-8"
1T-8" 18'-3" 18'-3" 18'-3" 18'-3"
_
290.00'
___ _ _ - _.__
_ _._ - ._ _
290.00'
-------------
------------ -----
285.00
-----------------
FINISH GRADE
----------------------- ---
------------------------------------------
--------------
-------------
_- .
ELEV. = VARIES
285.00
__
BOTTOM OF FTC_-
280.00'
10' KEY
_
280.
275.00'
1'-6
KEY
_STEP FTG PER.,DETAIL _ _ _ .
1' 6" KEY EXPANSION JOINT TYP,10"
_ _. _.._ _ _ _ _. _. _ SEE DETAIL ON__S1 0.
_
KEY
275.00'
270.00'
2'-4"
KEY--3'-2"
KEY 18" MIN
2'-4" KEY
2/S1.0 TYP
FINISH GRADE AT FACE OF WALL PER gVIL
270.00'
10' WALL HEIGHT, 67't
8' WALL HEIGHT, 31't
6' WALL HEIGHT, 258.5't
4' WALL HEIGHT, 7.5'tJ
6' WALL HEIGHT, 6'f
L
8' WALL HEIGHT, 6't
4' WALL HEIGHT, 9't
RETAINING WALL 2 - ELEVATION
SCALE: 1"=20'-O" INSIDE LOOKING OUT
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NOTE: AT CONTRACTORS OPTION,
SHORTER WALL HEIGHTS MAY BE BUILT
TO TALLER WALL HEIGHT STANDARDS AS
SHOWN IN THE "RETAINING WALL AND
REINFORCEMENT SCHEDULE".
STEPS NOT DIMENSIONED,
VARY PER SITE CONDITIONS,
WALL SHALL NOT BE TALLERTHAN
y&4
SHOWN, TYP-,
_.. _ _ _ _ .. _ __ _-...... _ _ --- _ — - - --- - — - — --
EXPANSION JOINT .2 — - - �- - — _ -._ _ ___ _. -_
I
.
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- - -'
305.00'
CONTROL JOINT TYP EXPANSION JOINT TYP,
SEE DETAIL_ ON, S1.0. SEE DETAIL ON S1.0.
NEW FINISH GRADE BEYOND
.__ _ -_ _ -_ _ _
SEE DETAIL ON SIA
_ _ _ _...___ - _ _ . ---_ _ _ _ _ .__._
_. _ _ __
_ __ -.
---------
--
_
19 -0 19 0 19 -0 19 -0 19 -0
18 -7 18 -7
18 -7 18 -7 18'-7" 18 -7 TW 18 -7
t fi =3 172" ' 16 -9 1 2" 16,_9 ..1/2» .
16 -91 /2"
16'=9 1 /2
300 00,
_ — _ _
300.00,
295.00'
_ .. _ _
_. _.�_.. _ _ _ _ _
- - -
---
STEP TOP OF
T 1 INCREM
ALL
NT
295.00
290.00' ----
------------
-- ---- --
�
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....
._._ -
_ _
� - ------ ;--
(TYP),ELEV.
290. oo,
288 QQ
'
285.00FINISH GRADE
286.50'
285.00'
280.00'
10' KEY
280.00'
_._ -_- _
275.00' _ � _ — _ _ —
_
_ ._ �. _ ._- _ _._._ _ ---•- -- _-_ ._
KEY
3'-2"_KEY..:_ _ _ _ _. _ _ _ _ _ .__ - — _ -_ _ .. _ .. _ _ __..._ - _
3'-9" KEY FlNiSH GRADE AT FACE
OF WALL.. PER _CIVIL__- -- _
_F _ _
3
.
2" KEY
1'-6"
KEY
275.00'
.._.___ _
270.00'
2'-4" KEY
270.00'
10' WALL HEIGHT, 228't
12' WALL HEIGHT, 74't
RETAINING WALL 1 - ELEVATION
SCALE: 1"=20'-O" INSIDE LOOKING OUT
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10' WALL HEIGHT, 13't -1
8' WALL HEIGHT, 13't
4' WALL HEIGHT, 6.5't
6' WALL HEIGHT, 13.5'f
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SUBMITTAL SET ONLY
NOT FOR CONSTRUCTION S UCTION
THESE DRAWINGS ARE SUBJECT TO
REVISIONS PENDING LOCAL JURISDICTIONAL
..j
REVIEW.
NOV': 0 6 2007
CITY OF FEDERAL WAY
BUILDING DEPT.
S260
ON
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FENCE/GUARDRAIL AS REQ'D
PER CODE, BY CIVIL.
HORIZ. WALL REINF
THICKNESS
REINF.
8"
#5 @ 18" O.C.
10"
#5 @ 15" O.C.
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HORIZ.
FOOTING REINF
THICKNESS
REINF.
1'-2"
#5
@ 10" O.C.
1'-0"
#5
@ 12" O.C.
10"
#5
@ 15" 0. C.
TW = TOP OF WALL
TF = TOP OF FOOTING
#5 @ 15" U.C., MIN (2)
HORIZ BARS IN KEY.
C ' 1
TW
TOP OF WALL MAY BE CHAMFERED PER OWNER
3:1 MAX/
FINISH GRADE
NOTE: AT CONTRACTORS OPTION FULL
HT. TYPE "A" BARS MAY BE USED
AND #5 VERTS. MAY BE ELIMATED
1-1/2" CLR
FULL HT. #5 BAR TO LAP W/ BAR "A". 0 THE 10'
WALL THIS BAR MAY BE SPACED 0 10" O.C., @ THE
12' WALL THIS BAR MAY BE SPACED @ 6" O.C.
D
*BACKFILL & COMPACTION
PER SOILS ENGINEER &
GENERAL NOTES
BAR "A„
CONSTRUCTION JT. W/
ROUGHENED SURFACE
DRAIN ROCK
4"4 PERF PIPE, DRAIN
TO DAYLIGHT
�o
FILTER FABRIC
2" CLR
P
3" CLR HORIZ. FTG REINF. SEE TABLE
BAR "B" x8"r-
2" CLR w �� NATIVE UNDISTURBED SOIL OR
COMPACTED FILL, GEOTECHNICA
ENGINEER TO VERIFY.
TOE I STEM I HEEL
TOTAL FOOTING
DESIGN PARAMETERS
CAMPUS CREST
1. SOIL BRG. = 3000 PSF
2. ACTIVE FLUID PRESSURE = 45.5 PCF
3. PASSIVE FLUID PRESSURE = 350 PCF
4. SOIL FRICTION COEF. = 0.45
5. SOIL UNIT WEIGHT = 120 PCF
6. SEISMIC = 39.5 PSF/FT @ 0.61H
NOTES:
1. PROVIDE CORNER STEEL @ FTG.
CORNERS & INTERSECTIONS. USE
#5x24"x24" ELBOW STEEL TO
LAP HORIZ. REINF.
2. CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND HEIGHTS PRIOR
TO CONSTRUCTION. NOTIFY
ENGR./ARCH OF ANY DISCREPANCIES.
3. RETAINING WALL FOOTINGS TO BE STEPPED
AS SHOWN, SEE DETAIL 2/S1.0.
4. REINFORCEMENT SHALL BE
GRADE 60 FOR ALL BARS.
5. CONCRETE STRENGTH SHALL BE A
MIN. OF 3000 PSI @ 28 DAYS. XP E OSED
CONCRETE SHALL HAVE 5% AIR ENTRAINMENT.
6. PROVIDE FREE DRAINING BACKFILL
BEHIND WALL PER DIRECTION
OF SOILS ENGINEER.
7. TENSION SPLICES TYPE "B" FOR ALL
LAP CONNECTIONS ETWN. BAR "A" &
FULL HT. BAR.
WALL
HEIGHT
FOOTING DIMENSIONS
KEY DEPTH
BAR "A"
BAR "B"
BAR "D$$
TOE
STEM
HEEL
TOTAL
»T»
THKNS
"H"
HORIZ.
"V"
VERT.
SIZE & SPACING
SIZE & SPACING
"H"
HORIZ.
'IV,.
VERT.
SIZE & SPACING
12'-0"
2'-0"
10"
7'-2"
10'-0"
1'-2"
3'-9"
2'-7"
4'-7"
#5 @ 3" O.C.
#5 @ 3" O.C.
6"
6'-8"
#5 @ 15" O.C.
10'-0"
1'-6"
10"
4'-11"
7'-3"
1'-0"
3'-2"
2'-1"
4'-5"
#5 @ 5" O.C.
#5 @ 5" O.C.
4"
5-11"
#5 @ 15" O.C.
8'-0"
1'-3"
8"
4'-1"
6'-0"
1'-0"
2'-4"
1'-8"
2'-10"
#5 @ 8" O.C.
#5 @ 8" O.C.
4"
5-1"
#5 @ 16" O.C.
6'-0"
1'-3"
8"
2'-10"
4'-9"
1'-0"
1'-6"
1'-8"
2'-10"
#5 @ 16" O.C.
#5 @ 16" O.C.
4"
4'-3"
#5 @ 16" O.C.
4'-0"
1'-3"
8"
1'-3"
3'-2"
10"
10"
1'-8"
FULL HT
#5 @ 18" O.C.
#5 @ 18" O.C.
4"
3'-5"
#5 @ 18" O.C.
r ) 1 RETAINING WALL AND REINFORCEMENT SCHEDULE
VERTICAL EXPANSION -
JOINT (LOCATE AS
SHOWN ON ELEVATION)
a
STOP REINF.
@ JOINT
EXPANSION JOINT
CONTROL JOINT -
(LOCATE AS SHOWN
ON ELEVATION)
1/2" DEEP CHAMFER
90# FELT BETWEEN
WIDTH OF WALL
1/2" DEEP CHAMFER
STOP EVERY OTHER WIDTH OF WALL
HORIZ BAR @ JOINT
CONTROL JOINT
CONTROL & EXPANSION JOINT
STEMWALL W/ VERT REINF PER DETAILS
(NOT SHOWN FOR CLARITY)
24* LAP
TYP @ STEP
0
4'-0* MIN
TOP OF FOOTING
\r
�- FIRM
UNDISTURBED
SOIL
\� FOOTING
2 THICKNESS
V�� 1 TYP LONGITUDINAL FTG
REINFORCEMENT
A
3" CLR
Z REINFORCED STEPPED FOUNDATION
TYPICAL NOTES:
1. PROJECT LOCATED IN FEDERAL WAY, WA. SOUTHWEST OF THE INTERSECTION OF 9TH AVE SW & SW CAMPUS DRIVE.
2. SEE PLANS BY JAEGER ENGINEERING FOR ADDITIONAL INFORMATION.
RETAINING WALL NOTES
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS,
ANY DISCREPANCY FOUND AMONG THE DRAWINGS,
SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS
SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT
SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE
DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL
VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS
PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE
CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING
DURING CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO
THE REQUIREMENTS OF THE CITY OF FEDERAL WAY AND: THE
2003 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND
ADOPTED BY THE CITY OF FEDERAL WAY AND THE STATE OF
WASHINGTON; A.C.I. 318-02; A.I.S.C. 13TH EDITION; AWS;
A.I.T.C. 2ND EDITION; AND A.I.S.I 1996 EDITION.
1.2 SHOP DRAVANGS
SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO
ARCHITECT/ENGINEER FOR THE FOLLOWING:
1. REINFORCING STEEL
2. CONCRETE MIX DESIGNS
DO NOT FABRICATE PRIOR TO ARCHITECT'S/ENGINEER'S
APPROVAL. ALL SHOP DRAWINGS SUBMITTED TO THE ENGINEER
SHALL BEAR THE STAMPED APPROVAL OF THE CONTRACTOR. SHOP
DRAWING APPROVAL BY ANDERSON-PEYTON STRUCTURAL ENGINEERS
SHALL NOT IMPLY THAT THE PROJECT MAY BE BUILT FROM THE
SHOP DRAWINGS. RATHER, THE PROJECT PLANS SHALL BE USED
FOR CONSTRUCTION. ALL PERMANENT BRACING FOR TRUSSES
SHALL BE DETAILED AND DESIGNED BY THE TRUSS SUPPLIER.
CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND STAMP
INDICATING THIS PRIOR TO REVIEW BY ENGINEER OF RECORD.
2.0 SITE YU=
2.1 SOIL DATA (PER GEOTECHNICAL REPORT f200707 DATED
03/05/07 PREPARED BY BERGWIST ENGNEEROiG)
FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING @ CONT.
SPREAD FOOTINGS = 3000 PSF. ACTIVE AND PASSIVE PRESSURES
ARE (32.5-45.5) PSF AND 350 PSF RESPECTIVELY.
Z2 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR
TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL
BE BACKFILLED WITH LEAN CONCRETE (f'c = 750 PSI), OR
BE STRUCTURALLY FILLED PER SECTION 2.3 AND SHALL BE AT
THE CONTRACTOR'S EXPENSE.
7-3 BACKFILL AND COMPACTION
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF
ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL
SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS
APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS,
MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH
LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO COMPACTION TEST,
PROCEDURE T-180 (OR PER GEOTECHNICAL ENGINEER). THE FILL
SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL.
&0 CONCRETE
3.1 GENERAL
NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI
301-96 ESTABLISH PROPORTIONS OF CEMENT, COARSE AND FINE
AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE
PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI-
301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL
BATCHES. USE ADMIXTURES IN ACCORDANCE WITH THE
MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER -
REDUCING ADMIXTURE THAT WILL PERMIT PLACING WITHOUT
SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUMPS
SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF
PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL
VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER -
VIBRATE. DO NOT MOVE THE CONCRETE HORIZONTALLY USING THE
VIBRATOR. CONCRETE SHALL BE POURED MONOLITHICALLY
BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL
FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER
POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR
CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS
AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT TIE WIRES
AND FORM ANCHORS SHALL BE CUT OFF FLUSH WITH THE
SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND
FREE FROM IRREGULARITIES.
3.2 STRENGTH
CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3000PSI @ 28 DAYS.
PER SECTION 1904, CONCRETE EXPOSED TO WEATHER SHALL HAVE
5% AIR ENTRAINMENT.
&3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301
A. CEMENT MUST CONFORM TO ASTM C-150, TYPE I OR TYPE
II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE
III CEMENT.
B. WATER TO BE CLEAN AND POTABLE.
C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33.
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOLITH
ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE
USED WITH THE ENGINEER'S APPROVAL AND MUST CONFORM
TO ASTM-C494, POZZOLITH POLYHEED, POZZOLITH 100XR,
OR POZZUTECH 20. POZZOLITH SHALL BE INCORPORATED
INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS. ADMIXTURES AND
DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS
AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM
SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A
MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF
CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM-
C494, MBVR OR MICRO -AIR BY MASTER BUILDER. ENTRAIN
5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE.
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED
UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. NO
ADMIXTURES CONTAINING CHLORIDES ARE PEDY`7D.
15 REINFORCNG STEEL
DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318.
SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR
TIES.
A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET
STEEL, MEETING ASTM STANDARD A-615 GRADE 60 FOR #3
AND LARGER BARS UNLESS NOTED OTHERWISE ON THE
PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY
AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION. GRADE 60 REBAR SHALL NOT BE BENT IN
FIELD AFTER CONCRETE PLACEMENT. ALL BENDS SHALL BE
PER ACI.
B. REINFORCEMENT IN ALL WALLS AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED,
BOTH VERTICAL AND HORIZONTAL.
C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318, CLASS B
(50 DIAMETERS, U.N,O.) AND ALL COMPRESSION SPLICES ARE 30
DIAMETERS FOR f'c GREATER THAN 3000 PSI AND 40 DIAMETERS FOR f'c
LESS THAN 3000 PSI. ALL OTHER LAPS SHALL BE 12" MIN,
D. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED
UNLESS CALLED FOR AND APPROVED BY THE ENGINEER.
E. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT
SHOWN ON THE DRAWINGS, THE "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318)
SHALL BE REFERRED TO FOR PROPER REINFORCEMENT.
F. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR
REINFORCEMENT AS FOLLOWS:
COVER
CONDITION
AGAINST A
1-1/2"
CONCRETE DEPOSITED AGAINST FORMS BUT
EXPOSED TO EARTH
4,0 SPECIAL INSPEC7K*
SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1702 AND
1704 OF THE 2003 IBC AND ARE REQUIRED DURING THE
FOLLOWING:
A. THE EXCAVATION OF FOOTINGS PRIOR TO CONCRETE
PLACEMENT,
B. THE TAKING OF CONCRETE TEST SPECIMENS,
C. THE PLACEMENT OF REINFORCING STEEL OF ALL
STRUCTURAL FOOTINGS, WALLS, AND APPENDAGES.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE
RESPONSIBLE TO COORDINATE A SCHEDULE OF REQUIRED
INSPECTIONS AND SHALL SUBMIT THIS SCHEDULE TO THE
ARCHITECT AND ENGINEER FOR APPROVAL.
"INSPECTION" IS INSPECTION PERFORMED BY THE BUILDING
OFFICIAL AT VARIOUS STAGES OF A PROJECT AS OUTLINED IN
IBC SECTION 109 TO ENSURE COMPLIANCE TO THE BUILDING
CODE.
SPECIAL INSPECTION SHALL BE DONE BY THE OWNER'S
INSPECTOR WHERE IBC CHAPTER 17 (REF SECTION 1704)
REQUIRES SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS.
STRUCTURAL OBSERVATION SHALL BE PERFORMED BY A
REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE
WITH THE APPROVED CONSTRUCTION DOCUMENTS AS DEFINED IN
IBC SECTION 1702. STRUCTURAL OBSERVATION DOES NOT
INCLUDE OR WAIVE THE RESPONSIBILITY FOR INSPECTION AS
REQUIRED BY IBC SECTIONS 109 OR 1704.
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO
PROCEEDING. PROVIDE ERECTION BRACING AS NE SARY N I r 105 1 Q
PERMANENT SUPPORT AND STIFFNESS ARE INS T ED. 6j
RESUBMITTED
N O V` 0 ,6 2007
CITY OF FEDERAL WAY
BUILDING DEPT.
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