HomeMy WebLinkAboutPermit 4047 - Management Investors - Goodman Management Group - AdditionJob Address
15668 West Valley Highway
Tenant /Owner
Goodman Management Group
Insp.
Data Dats,of Issuance
1- 2 ( 41
Description of Work
2nd story addition (office)
Legal Description ,
�5 -� - q(' < S
Attached
Prope Owner
Management Investors, Inc.
Address 15668 West Valley Highway
Tukwila, WA 98188
Phone
235 -1171
Engineer /Architect
Don Styer, P.E.
Address 10442 Savannah
Frontenac, Missouri
63131
Phone 994 -1950 hm
(314) 391 -4661 wk
Contractor
J.R. Keyes Co., Inc.
Address PO Box 88354
Tukwila, WA 98188
12
Phone
226 -0535
Authorized Agent
Brian Willcut
License No.
JR- KE- Y * *282DL
Value of Work
220,000
- Fire Protection
Use Zone
M -1
Type of
Construction V -N
rame
.A l: -Aec b
Issued By : „ -b\
so Sprinklers mu Detectors
INSPECTION RECORD - 433 -1845
Type
Insp.
Date
Notes
Setback
Date
Rec. 0
- 1st Fl. 4222
Rebar
Footing
733.00
.2 L
1- f
12
Fdtn.
lab
rame
Bond
. Wall
Bd.
Total 9014
_ Tot.
Tot.
_ Total
12(lR.(lfl
Dept. Approvals
Req'd
Insp.
Date
Planning 'Div.
Health Dept.
Public Works Dept.
Plumbing
Electrical
Cert. of Occupancy
_ r_._.__.____
1
Size of Unit r Building
Uses Sq.Ft.
Occ.
Occ. Load
Fees
Amt.
Date
Rec. 0
- 1st Fl. 4222
2nd (
2 nd Fl. nPw ) 4792
Bldg.
733.00
.2 L
1- f
12
Demo.
Bond
Total 9014
_ Tot.
Tot.
_ Total
12(lR.(lfl
BUILDING PERMIT TUKWIILA
THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING
Special Conditions
1) Iandsrapa plan to hP provided and
accomplished prior to C.O. issuance
2) special inspPrtinn for foundation concrete
required
3) Welder certification required
Approved for Issuance B_-7) (I
Si. at re of Contracto
Da'e r 7'Zc)FSS
NOTICE
THIS PERMIT BECOMES NULLAND VOID IF WORKORCONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
uthorized Agent.
PERMIT NUMBER WOO
O 7
Control Number R5 - 165
FI APPROVALS:
Fire Dept. Date Bldg. Official Date
THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED.
CPS No. I
Job Address
15668 West Val 1 y Highway
Tenant /Owner
Goocman Management Group
Date o£ Issuance
/ - ,1 ( ( - F `)
Description o "or
2nd story addition (office)
Legal Descript on ED Attaches
Property Owner
Management Investors, Inc.
Address IhuO3 rest Val ley highway
Tukwila, WA 98188
Phone
235 - 1171
ngineer 'rchitect
Don Styer, F.E.
Rebar
Address 04 .avanna
Frontenac, Missouri 63131
Phone ` —1 Vol Ior
(314) 391 - 4661 wk
Contractor
J.R. Keyes Co., Inc.
Address PO uox u8ib4
Tukwila, WA 98188
Phone
226
Authorized Agent
isrian Willcut
2nd Fl. (new) 4792.
License No.
JR KE_Y * *282DL
Value of Work
220,000
Fire Protection
III Detectors
Use Zone
M-1
Type of
Constru tion V -
App -l- -•Accept•ed° By
Issued By::
mo S•rinklers
INSPECTION RECORD - 433 -1845
Type
Insp.
Date
Notes
Setback
Date
Rec.
1st Fl. 4222
Rebar
P.C.
Footing
6 -13
' / ..:tr/
8541
C./cf/ `.)
2nd Fl. (new) 4792.
dtn.
B dg.
lab
rame
Demo.
.
•
Wall Bd.
Total 9u14
Tot.
Tot.
Total
1208.00
Dept. Approvals
Req'd
Insp.
Date
Planning 'Div.
Health Dept.
Public Works Dept.
Plumbing
Electrical
1
Cert. of Occupancy
— I
Size of Unit or Building
Uses Sq.Ft.
Occ.
Occ. Load
Fees
Amt.
Date
Rec.
1st Fl. 4222
P.C.
475.00
6 -13
' / ..:tr/
8541
C./cf/ `.)
2nd Fl. (new) 4792.
B dg.
733.00
Demo.
Bond
Total 9u14
Tot.
Tot.
Total
1208.00
: BUILD!
THIS rERMIT MUST BE
A .. 5
CITY OF
PERMIT TUKWILA
STED CONSPICUOUSLY ON BUILDING
Special Conditions
1) Landscape Ilan to be provided and
accomplished prior to C .O. issuance
.2) Special inspection for foundation concret
required
1) Weld r certification requ fi red
Approved for Issuance B
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC•
TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Signature of.ContractorAr Authorized Agent.
Datet.. `. i `i f r
FINAL APPROVALS:
PERMIT NUMBER ( 1t0 7 1
Control Number 35 -J65
Fire Dept.. Date Bldg. Official___ Date
THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED.
CPS No. I
GOODMAN A Division of
MANAGEMENT F N C I AL
GROUP SERVICES,
INC.
November 21, 1986
Becky L. Kent
City of Tukwila
6200 Southcenter Blvd.
Tukwila, WA 98188
RE: Building Permit #4047; 15668 W. Valley Highway
Dear Ms. Kent:
Sincerely yours,
Please be advised that the above referenced building permit
number is being abandoned and plans for proceeding with that
improvement have been abandoned.
Should you have any questions regarding this matter, please do
not hesitate to contact me.
GOOD MANAGEMF r GROUP
Harrel
Vic Y Presid
cc: David Ray,
City of Tukwila Fire Department
Professional 15668 West Valley Highway
Property Renton, WA 98055
Management (206) 235.1171
and
Investment
Consulting
RECEIVED
CITY OF TUKWILA
VIOV 1986
BUILDING DEPT.
P.O. Box 58666
Seattle, WA 98188
4520 S.E. Belmont, Suite. 300
Portland, OR 97215
(503) 234.4141
,
n,=o""m.
City of Tukwila ~"U�� —^` '~--~''
»��K��� «w�U K �.��»��UU~�m ~~'~
Fi � � K~�~�
re ��������rt��������� HubodH.C�w|ay
" p/vncxi* �
� ��
RECH !,1)
z.,z,
Buildins Official
BuildihS Department
,:Tukwila City Hall
Control #85~165
VEN
June 17v 1985
Re: Goodman Manasement -.15668 W. Valley HWY.
Dear Sir:
' '�
The attached set of buildinS Plans have been reviewed by The
Fire Prevention Bureau and are acceptable with the followinS
concerns:
1^ The total number of fire e%tinSuisheps reouiped for
woUr establishment is calculated at one eXtiDSUisher for
each 3000 Sm^ ft^ of area. The extinsUisher(s) should be of
the "All PuppOsg" (2A/ 10 B:C) dpy chemical type. Travel
d1$tance to any fire extinduishep must be 75/ or less.
� (NFPA 10, 3~1^1 and UFC 10,301b)
Extinguishers shall be located so as to be in plain
View (if at all possib1e)v or if not in plain wieWv
thew shall be identified with a.siOn statinSv 'Tire
ExtinSuisher«, with an arrow pOintinS to the unit.
(NFPA 10v 1~6^3)
2^ Exit hardware and markinS must meet the rgmuirements of
Uniform Fire Code Sections 12.104 & 12^114°
3^ An approved fire alarm systgm is Pemuired Pep City
Ordinance #1337^ An approVgd automatic sprinkler system Nay
be installed in lieu of a fire alarm swstgm^ (Plans must be
submitted to the Fire Prevention Bureau for mpppmoal Prior
to installation.)
All electrical • wirins is to be inspected, bg the ,State
Electrical Inspectory WashinSton State Dpartme.t of^ •
Labor & Industries.
---. - ----'�---.
�uildin� Dept. Note; D��� ��V�re foot vs° occVP�Dt l�ad
necessitate corridor reMuiremePt (Partial h.i*�ht m�v8ble
walls)
oo: TFD FHe
I City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575~4404
ATTACHMENT
APPLICATION FOR BLDG. PERMIT
J. R.:. KEYES CO,, INC.
JUNE 11, 1985
LEGAL' DESCRIPTION
THAT PORTION OF HENRY MEADER DONATION .CLAIM #46 IN SECTION 24
TOWNSHIP 23`N., RANGE 4 E., W. M. IN KING COUNTY, WASHINGTON:
DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH
MARGIN OF S. 158TH ST. AS IT NOW EXISTS, WITH THE EASTERLY MARGIN
OF SECONDARY STATE HWY. 02 (WEST VALLEY RD. S.) AS IT NOW EXISTS;
THENCE ALONG SAID NORTH MARGIN N. 87 07'. 22 EAST 150.0'; THENCE
N. 2° 52' 38 ". W.:.'100.0', THENCE SO. 87 7' 22" W. 153.42' TO THE
SAID HIGHWAY; THENCE S. 07 41' 30" E. A00.35' TO, THE POINT OF
THE BEGINNING.
CITY OF TUKWILA PERMIT NUMBER
CENTRAL PERMIT SYSTEM - ROUTING FORM
TO: [[ BLDG. PLNG. P.W.
ADDRESS f, S; g
DATE TRANSMITTED
C.P.S. STAFF COORDINATOR
❑
❑
[l FIRE [] POLICE 0 P. & R.
RESPONSE REQUESTED BY
RESPONSE RECEIVED
PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE
SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH
THAT C'IJ ERN S NOTED:
CONTROL NUMBER g5
❑
V '
D.R.C. REVIEW REQUESTED (] PLAN CHECK DATE
PLAN SUBMITTAL REQUESTED COMMENTS PREPARED
PLAN APPROVED L U. t \L) 4) ,
r b C CADM 0
8 27
17 74
27 4h 2 �
74? 4 I
�8
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'CRY OF TUKWIL*
J.UN . 13.18.85 _
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BY
/4._.y• 7 44 are . /VI:G rRF
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L
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SEaO = 70J = 3 .G
RECEIVED
CITY -OF 'Tint aik
JUN 131985
BMWS OEM
2
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2.•r
/ F.
et? of 7
B 00-
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7..f 4r- 6 s- 1 • 2
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_
rARP:y Area = 20- '6,4) = Sb7Z
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D-217
4.4 ( 7) iL
i-r-4
04/ -14
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_RECEIVED
CITY OF TUKwiL
JUN 1 3 1985
sultana Dam
7o,or
• 3f-34% tvr:- . off .112:=7) = 413e
tz
47(o.a.Y.a00) =
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thrfir) - 31:C2- (*e. (or) ( 7.0o ...7 4 1 e4r.V 4/4
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RECEIVED
cnY TUKWILA • -
AMTS. I985
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7-
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9 os RECEIVED ---
40.7/2-(1t- MY OP TUKWILA
JUN 13 1985
7.C* 0444" bULDING pet
• _ Z 4 4,1 7e 2 9. o
CT
f = Lf . 7/
7 /keo = Alf . 7 / *0- 4
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340
RECEIVED_
- an OF TUICW1Uh
JUN 1 - 3 1985
BUILDIM3 or"
2.tr-fc
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IECEIVED
e. OF TUKWHA
JUN 1 3 1985
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RECEIVED
ctnr OF T U K W I L A -
JUN 131985
SUILIXNG car.
S = /3 €w /ti< ► /G'o; 3 ; /Z
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_ RECEIVED
CITY OF 'TUKWILA
JUN 13 1985
41 / x .e. „ /S' BLLA43DEP
fofr
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RECEIVED
CITY QF W%(W!LA
JUN 131985
WAD1143 DM.
5-, 7e — r 2 ' • 7;%itz le 4 •feK fi rs'
/04 /20, fae.eag-r-404- -f- e' t97
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r.° ALL
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ltECEIVED
C1TY OF Tutannui
'JUN 1 3 1985
BUILDIN3 DEM
3 rare
VI
rc-ie
_ .
45 ri■14-
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3%3 fa •
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RECEIVED
CRY OF TUKWILA
JUN 131985
ex' L1114
Pv4i 2 0
WI f X 60
pAri?^1 6iti.
4 /j
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RECEIVED
CITY OF TuKwIa *
A n i l 3 1985
BUIDUd3 DEPT,
JOg ARES?S .. V /11 �..: , ,. Y i. T,UKVI{ILA FIRE PREVENT(
>pE;t�t ;
TUKWILA. WA ;: :,188
)' A.
(Oui.,? AN MANAGEMENT CPQUP 'DATE
OF APPL.
(7 3 /
DESCRIPTION OF USE
PROPERTY MANAGEMENT GFFI Ct:
LEGAL DESCRIPTION ATTACHED E)X
PROPERTY OWNER
MANAGEMENT I NVL:5 T .RS INC.
ADDRESS
1',,) tr. e 1 VALLEY HWY.
T±tKW I L.A. WA 21.88
PHONE
2 35-11 71
ENGINEER /ARCHITECT
-�
D ST .. , 1•.., t . L.
ADDRESS
1010442 ; A't.:,; ; ',II
FRONTFNFo ' `'' SOURT 6)1'51
P ONE
_ 1 I /� -10 H
314/391-4661 WK
CONTRACTOR
J, R. KEYFS CC), INC .
ADDRESS ,
t u ..U,. WA c
TUKW11... / \, 1":A )81t�8
PHONE
2.2C,- '';535
AUTHORIZED AGENT
1t'!' AN WI I_LC.'.JT
LICENSE NO.
JR KE - •Y 11 282 DL
VALUE OF WORK
; Y: ?.0,000.:0
FIRE PROTECTION SYSTEM
SPRINKLER DETECTOR X X
USE ZONE
l_? I !'! DUS TR.
TYPE OF CONST
J
V' N
ADJUSTED VALUE
1.----
DATE
GRADING CUBIC YARDS
CUT -- 0 "' FILL -- fl --
SIZE OF BUILDING
SIZE OF UNIT
WORK TO BE DONE:
I i REmovi`, v ocATE 8 INSTA "al_I.. '.1":..LLS
mN F" I' 11 ,. I'.1T Fl MttR
1ST FL. F k . I c; T "1 7 -
2ND FL. (Nb2,
'i79Z , F
2) ADD '?r.!l, I .. I.rY TO ACCUMOD L C :P'4+'IY
IT P t1t lOt .
TOTALS n 5 1. rl <, F
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA-
TION AND KNOW THE SAME TO BE TRUE AND CORRECT.
FEES
AMT.
DATE
REC. NO
REC. BY
P.C.
'
' r /
,
ADJ.
; :
SIGNATURE t , . • U!.: N T ,
.. . L= .. r; 'i . I NC.
733 4"
DEMO.
COMPANY
DATE Gil t ! -' PHONE ' 26— U 5 3 5
TOTAL
SPECIAL CONDITIONS
�A�' 5e_P e pvt- to �Q i`umiifrl) Prkghe :v.1)1�44a-
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ABBREVIATIONS
AL ALUMINUM
�IC�I IIr I o f E1+s
ECf SSE:
SUmmm:ACEW . -or PENDANT FLUORESCENT T
RECESSED' FLUORESCENT
NDANT MOUNTED
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1H€.IJ. a "I. 2°' SZ' 38" iv. 1 /�/a.e?' , TNE�IGE S� 807 \V. 153.4z' Tr' THE SAID EAf.TE¢LY M4IZ4 t4 .9F
THE. SAID h41EN %VAy, TNE.ycE. 5, 07 °41 30" E v)" 5' T•7 TNT p - r .e THE 0641h1wwy4
E.x $ST'4
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1. ALL METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING
CODE (1982 E D I T IOI) AND REQUIREMENTS OF CITY Of TUKWI F._A CODES.
2, DESIGN DATA:
3. FOUNDATION: ALI_ FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH, 1' -6"
MINIMUM BELOW FINAL SUBGRADE. BACKFILL TO BE THOROUGHLY COMPACTED.
PROVIDE (2) *4 REBAR CONTINUOUSLY .4T BOTTOM OF ALL WALLS I; ONE (1)
$4 REBAR AT TOP OF WALL.
CONCRETE: ALL CONCRETE FOR FOUNDATION FOOTINGS SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 2500 PSI. UNSUPERVISED CONCRETE FOR
ALL FLOOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
2500 PSI.
REINFORCING: ALL REINFORCING TO BE INTERMEDIATE GRADE
ASTM 615 GRADE 40.
CONCRETE COVER OF REINFORCING::
FOUNDATION 3"
PILASTERS 1 -1/2"
LAP ALL REINFORCING 24 DIAMETERS
6'. PROJECT ALL ANCHOR BOLTS 2" ABOVE CONCRETE.
'7. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS (WAE30)
8. F5-MISCEELANEOUS STEEL= :4,000 PSI UNSUPERVISED,
. FRAMING LUMBER SHALL_ BE *2 HEM FIR OR AS SHOWN ON THE DRAWINGS. ALL 2"
LUMBER SHALL_ BE KILN DRIED (KO). EACH PIECE OF LUMBER SHALL_ BEAR STAMP
OF WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED
EQUAL.
10. EACH SHEET OF PLYWOOD SHALE_ BEAR THE TRADEMARK. OF THE AMERICAN PLYWOOD
ASSOCIATION; ALL GRADING SHAL.I. CONFORM TO PS 1-74. THICKNESS AND LAY -
UP ARE AS SHOWN ON DRAWINGS. ALL PLYWOOD SHALL, BE C -D INTERIOR WITH
EXTERIOR GLUE OR AS NOTED Or THE: DRAWINGS. EXCEPT AS OTHERWISE SHOWN
OR NOTED, PROVIDE THE EOI,LCW'.NG MINIMUM NAILING: PANEL EDGES 10D AT
6" ON CENTER, INTERMEDIATE SUPPORT 1OD AT 12" ON CENTER,
11. FRAMING CONNECTORS SHALL HAVE ICBO APPROVAL AND''BE MANUFACTURED BY
P. H. BOWMAN CO , INC . , SEATTLE, WASHINGTON; SIMPSON CO . , SAN LEANDRO
CALIFORNIA; OR APPROVED EQUAL.
12, WOOD TRUSSES SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER.
TRUSSES SHALL BE DESIGNED TO CARRY THE LOADS 'LISTED IN THE DESIGN
CRITERIA AND ANY ADDITIONAL' LOADS INDICATED ON FRAMING PLANS. SHOP
DRAWINGS FOR THE COMPLETE TRUSS ASSEMBLY INCLUDING ANY REQUIRED
BRIDGING OR BLOCKING AND CONNECTIONS TO BEARING WALLS, BEAMS, ETC.,
SHALL BEAR THE STAMP OF A STRUCTURAL ENGINEER LOCATED TO PRACTICE IN
THE STATE OF WASHINGTON,
TRUS= JOISTS SHALL_ BE MANUFACTURED ONLY IN A TRUS -JOIST CORPORATION "
I
RES I DE�IT AT THE PLANT IN ACCORDANCE C WITH D APPROVED PROFESSIONAL
N
PLANT , ND ;'R THE DIRECTION' OF THE SHOP ENGINEER
DRAWINGS- .; THE
ENTIRE TR1S ASSEMBLY, 'INCLUDING BEARIN CLIP ANCHORING NAILS OR
LAGS,* AND 'B I DGING COPS SHALL_ BE AS APPROVED *BY CURRENT I CBO "REPORT
TRU-J,ISTS SHALL , BE DESIGNED TO CARRY THE +`LOADS LISTED IN - DESIGN'
CRI ERIA AND ANY ADDITIONAL " LOADS INDICATED bN THE FRAMING PLAN. PRO
VIDE 5H, I' AND INSTALLATION DRAWINGS PRO ,UNDER THE SUPERVISION :OF
'AND BEARING'THE STAMP OF A STRUCTURAL EN REGISTERED AS SUCH IN
THE STATE OF WASHINGTON. DETAIL DRAWING TO INDICATE TYPES, SIZE,
i,PAC GRID CONNECTIONS, ANC ORIN BEARING PLATE AND OTHER
rPER NENTM`r" LNG,; 0.444. ��
L S .
.
ROOF L I V E LOAD
WIND LOAD
UPPER LEVEL LIVE LOAD
OCCUPANCY GROUP
14. EXTEND EXISTING CENTRAL - MONITORING: FIRE ALARM AND SECURITY SYSTEM ,
TO MEW ADDITION.
PARKING REQUIREMENTS
GROSS BUILDING AREA
REt U1 RE7 PARKING
PARKING SHOWN
SEISMIC ZONE 3
ALLOW SOIL BLARING 2000 PSF
ZONING M -1 _
TYPE OF CONSTRUCTION V -N
9022 SF.
1 /400 S.F. = 22, 5
'147 FULL 61ZZ
!o
444
r ��
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DEFORMED BARS
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�'HEN�G� N �' '� ` %V. 1,10.0'; 2Ci � . 87 O'7 2Z EAST 150„o';
THE Z � 3 � , TyEw�E.. ��> 67 1V.. E53.42 Ti> vie 5A117 MA.Ix4 t
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E N E R° A L N O T E S
METHODS . AND" MA
ALL MATERIALS SHALL BE IN ACCORDANCE WITH UNIFORM
CODE (1982 EDIT1Or1 ... BUILDING
C
O ? AND REQUIREMENTS OF GI TY OF TUKWILA CODES'.
2 . DES I GN DATA:
ROOF L I V E LOAD
WIND LOAD
UPPER LEVEL LIV
OCCUPANCY GROUP
• FOUNDATION: AI-L, FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH, 11-6"
MINIMUM BELOW FINAL. SUBGRADE. BACKFILL TO BE THOROUGHLY COMPACTED.
PROVIDE (2) 44 REBAR CONTINUOUSLY AT BOTTOM OF ALL WALLS;, & ONE (1)
#4 REBAR AT TOP OF WALL.
• CO
CONCRETE' ALL
COMPRESSIVE STRENGTH OF 2500 PSI. UNS UP R HAVE R MINIORM
OTI ALL ACONCRETE FOR SUPER 1l1 S►1~D CONCRETE FOR
ou o
ATION FO
ALL FLOOR SLABS ON GRADE SHALL' HAVE A MINIMUM COMPRESSIVE STRENGTH OF
250O PSI
5. REINFORCING: ALL REINFORCING' TO BE INTERMEDIATE GRADE DEFORMED BARS
AS TM 615 GRADE 40
CONCRETE COVER OF REINFORCING
FOUNDATION 3"
PILASTERS 1 -1/2a"
L.AP, ALL REINFORCING 24 'DIAMETERS.
L,. PR t ,JEC:T All ANCHOR BOLTS 2 ABOVE CONCRETE.
7. AI.1. WEt1)1 1G TO SE Pf"RFORME.D BY CERTIFIED WELDERS (IAA Bo
I3. I "S -MI SCSI LANEOUS ;STFEI.. ,,:,,.00 P' I '. NSUPERVI SET D.
0. FRAMING I. UMBER SHALL BE #2 HEM F I R OR AS SHOWN ON Tt1r. E ALL '2"
I.Ut'U FR SHALL. t3E ! II N DRIED (KO). EACH PIECE OF E. UMBER SHALL BEAR STAMP
OF WEST COAST I UMBER INSPECTION BUREAU Shi. GRADE' MARI: UR APPROVED
EQUAI:,
10. EACH SHEET OE PLYWOOD SHALL DEAR THE TRADEMARK OF I AMER ICAN PLYWOOD
ASSOCIATION; ALL ,RAIDING SHAL:I..> CONFORM ro PS 1.74. THICKNESS AND IAY-
ARE S L. 13E, -D IN
L TERIOR WI TH ,
UP ARE AS SHOWN �r ": t�RA�! I r1G., . .�L I PLYWOOD SHALL
EXTERIOR GLUE OR AS NOTED ON THE Df WINGS. EXCEPT AS O 'THE RWISE SHOWN
OR NOTED, PROVIDE THE E'OLI.OW MINIMUM NA I I NG : PANEL_ EDGES 10D AT
G " UN CENTER, INTE~RME DIATE SUPPORT 100 AT 12"" ON CtN TER .
1 I . FRAMING CONNECTORS SHAL1. HAVE ICBO APPROVAL AND BE MANUFACTURED BY
P. H. BOWMAN CO., INC., SEATTLE, WASHINGTON; S I MF'Stat`i, CO. SAN LEANDRO,
CAL I FORN I A; OR APPROVED EQUAL. .
SEISMIC ZONE 3
ALLOW„ SOI L BEARING' 2000 PSF
ZONING Mt -1
TYPE OF .CONSTRUCTION V-:N
12. WOOD' TRUSSES SHAI:I. BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER.
TRUSSES SHALL BE "DES IGNED TO CARRY THE LOADS LISTED IN THE DESIGN
CRITERIA AND ANY ADDITIONAL LOADS INDICATED ON FRAMING PLANS.. SHOP
DRAWINGS FOR THE COMPLETE TRUSS ASSEMBLY INCLUDING ANY REQUIRED
BRIDGINC. OR BLOCKING AND CONNECTIONS TO BEARING WALL S BEAMS,; ETC.'.,
SHALL BEAR THE STAMP OF A STRUCTURAL. ENGINEER LOCATED TO PRACTICE IN
THE STATE OF WASHINGTON.
13. TRUS- JOISTS SHALL _BL MANUFACTURED ONLY IN A TRUS -JOIST CORPORATION
I CENSE° P
RES I DEPT AT THE PLANT IN ACCORDANCE WITH APPROVED 1 SHOP D W I NG R
PLANT UNDER THE 01 RCCT ION OF THE . L. PROFESS ONA DRAW I NGS . THE
ENT 1 RE I AGS, AND I DG'ING I PS SHALL J BE B AS R APPROVED' BY CURRENT CBO1.5 OR
P '
'� `' REPORT .
TRUS-JOI STS SHAL,t. BE DESIGNED TO CARRY THE*'I.OADS I I S TED IN THE DESIGN
CRITERIA AND ANY ADDITIONAL LOADS INDIGATED ON THE FRAMING PLAN PRO
VIDE SHOP AND 'I,NE;TAl.LATION DRAWINGS PRODUCED UNDER THE SUPERVI S ION OF
AND BEARING THE STAMP OF A STRUCTURAL ENGINEER REG!STERED AS SUCH IN
THE STATE OF WASHINGTON, DE TAIL DRAW INGS TO INDI CATE TYPES, S 12E,
.SPACI,NG,' BRIDGING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER
, PERTINENT DETAILS. ... .•,t
- ... ,«ws.._._• +.J.: hwsM.w i/"4wrpv.. Jwy;-ywti,.
14. EXTEND EXISTING ; CENTRAL - MONITORING ,FIRE ALARM AND S SYSTEM
TO NEW ADDITION.
PARK I NG REQUI REMEN T5
GROSS BULLRING AREA 5022 S. F
RtQUI RED PARK I 1 / 400' S . F. t 2 •.,
PARKING SHOWN
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