HomeMy WebLinkAboutPermit D99-0437 - Public Storage - Rot Repair and VentPublic Storage
City of Tukwila L
Parcel No: 004300 -0075
Address: 15244 TUKWILA INTERNATIONAL BL
Suite No:
Location:
Category: AWSE
Type: DEVPERM
Zoning:
Const Type:
Gas /Elec.:
Units: 001
Setbacks: North:
Water: 125
Wetlands:
Contractor License No: MCBRICR099JZ
OCCUPANT
OWNER
CONTACT
CONTRACTOR
Permit Center Authorized Signature:
Signature:
Print Name:
DEVELOPMENT PERMIT
.0 South: .0.. East: .0 West:
Sewer: VAL VUE
Slopes: Y Streams:
PUBLIC STORAGE
15244 TUKWILA INT'L BL, TUKWILA WA 98188
KURT JONES
901 RAINIER AV N, RENTON WA 98055
CHARLES SHARPE
224 NICKERSON, SEATTLE WA 98109
MCBRIDE CONST RESOURCES..INC
e- �- /
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Fire Protection:
D99 -0437
ISSUED
01/13/2000
07/11/2000
WAREHOUSE
1997
NONE
.0
Phone:
Phone: 206- 399 -7671
Phone: 206 - 283 -7121
224 NICKERSON ST, SEATTLE WA 98109
*************************** * * * **** ** * * *•k * * * ** * **** **** * ** k********•k* *•k k•k* k* * * * ** k*•k*
Permit Description:
REPAIR ROT AND ADD VENTING
k**********************• k*• k**** k*********** k*************• k * **** * *** * * *** *•kk ** * * * * *k•k * ..
Construction Valuation: $ .20,000.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut/Access/Sidewalk/CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving, Oversized. Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
*** ** **•k * * *•k * * * *•k * *•k ** * * ** k************************ * * ** *•k* *•k** * ****** * * * ** ** k k*
TOTAL DEVELOPMENT PERMIT FEES: $ 534.56
k* kk*** k****** k* k* k*** k• k************ k*****************k* k** ** *** *•k * ***k** *•k * *** *** * *'
Q.0 Date
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
Date: _ __L 4.5 -- '
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
Address: 15244 TUKWILA ""INTERNATIONAL BL Permi t No: D99-- 0437
,S u i t e
Tenant: Status: ISSUED
T, vpe: DEVPERM Applied: 1
Parcel #: 004300-0075
. Issued: 01/13f2000
•k * " * A * *'k ** k * ** * * ** * * * * ***** k * * * *•k * ** k * * *'k * * * * * * * * * * *** k ** A •k * * •k **•k k * * * *•k k*
Permit Conditions
1 No :changes will ' be made to the plans unless approved by the
Engineer: and the Tukwi;la Building D.ivision
2 All permits, inspect i on records, . and approved plans shall be
available at .the job s'ite prior to the start, of any con -
`rstruction These ;documents'; are torbe..mai,ntained, and avail -
ableuntil final inspection approval is granted
3 'Electrical, permits . sira l 1 be obta i ned, throuW'the Wa
;S tate D i vi s of ,Labor and. Industries and ectr i ca
work : will `be Anspe,cted :;by that agency ` "(248 6'630) .;
4` P1 umb i ng : shall be obtained through the Seattle King:
County Department of Public . Neel th. Plumbing will be
inspected by that agenc`y, including .al l _ gas piping
CITY C)F 1 UKWTI A' .
(.296 4722),,
5 ; Al 1 ,,mechan ca 1 ' work shall be under separate permi t i sued
the City of Tukwi l a
6. Al 1 iconstruct: ion to be done in conformance with approved
plans. and r equirements ; ; of the'; Uniform Building Code (1997,
Edition) as amended, Uniform Mechanical Code (1997';Editi on)
,'
a nd $Washingtcin',State Energy l . Code (1997.Edition) .
7 'Val idity of Permit. The issuance of a"permit or approval of
plans,, 'specifi cat tons and computat shall not be con
strued to be -a permit for, ork.,;an approval Pi'. ' any violation
of'. of the provisions of the building code or of any
other: ordinance of the ;:jurisdiction. No permit presuming_ t o
give authori t_y'to violate or cancel . the provisions of this
code shall,.c.be val id.
Project Name/Ten t:
--41.01-4_ =`= C��-
ti
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other roaidta• h¢c !G-/'T`-7
V ue of Construction:
00 000 • OCR
Site Address: City State /Zip:
L52 921c-/P - tf/6ita 73 -rz .w1G4
■
ax Parcel Number:
RAJ Pj4t/- uo42w--colc
Phone:
Zc, -- 39`1 7(7/
Property Owner:
KO f ` }c - ,n1 ES
Existing fire protection features: in sprinklers ❑ automatic fire alarm none ❑ other (specify)
Street Address: City State /Zip:
Rot Aockiga, ,4 j A) : Z,(iv cl 55
Area of Construction: (sq. ft.)
Fax #:
Con ractor:
Ma: (1)E. Cel tJ5f - gE WRceS /IOC
Phone:
OeXo Za3 3- 7 /Zj
Street Address: City State /Zip:
g.Z4 i tC-0 064r71.--6. .4)4 97 /01
Fax #:
7-r_DC.. ° - A 6, 7c
Architect:
- , AJEE )c.
Phone:
Z - 243 ( - 7,Sr9c)
Street Address: Cibt State /Zip:
i 3 ,..,C x Ai Ai 6k4 q /C
Fax #:
zc'Yo - 2t -- 4 if
Engineer:
Phone:
Street Address: City State /Zip:
Fax #:
Contact Person:
Phone:
Street Address: City State /Zip:
2-24✓ A) (c4 rtj-/ -- 900?
Fax #:
zoc, - 234 - Cs c.7l)
Description of work to be done: I
4/,-- Arr � Y D air IA) v
ti
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other roaidta• h¢c !G-/'T`-7
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital
PO 41 ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University -- in Other
If yes,
Will there be a change of use? ❑ yes 1.� ty� n
extent of change: (Attach additional sheet if necessary)
�o
Will there be rack storage? in yes LJ no
Existing fire protection features: in sprinklers ❑ automatic fire alarm none ❑ other (specify)
Building Square Feet: existing
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF Tl 'WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
in Channelization /Striping ❑ Curb cut /Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage El Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
in Water Meter Temp It Size(s): Est. quantity:
❑ Miscellaneous
CTPERMIT,DOC 1/29/97
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANTREQUEST,FOR PUBLIC WORKSSITE/CIVIL. REVIEW OF THE.FOLLOWING ,
(Additlonal:reviews maybe determinedby.thePublic Works Department) :` •
El Flood Control Zone ❑ Hauling
cubic yds. ❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
.
gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Dailiv 99
Date llcatio II Tres: 2000
�
Appfltg pals)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OW ,- R O; AUTHOR 'D AGENT:
Signature: p / yr) d, , �`
Date:
Print na . • `,, `'<�1ig of - - �.
Phone
7�z •
City /State /Zip
Fa x # 2 Cj'G - ` 5C
4;i7rZ`1 /02_
Address , /C.� /� �
ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /AL 4 TION PERMIT APPLICATIONS
MUS BE SUBMITTED WITH THE FOLL • ING:
'»'
N DRAWINGS.TOtE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
: ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMIT ED
❑ Complete Legal Description
❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
Cl ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
,�/ 9).
❑ /U Floor plan: show location of tenant space with proposed use of each room labeled
, El ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
y any hazardous materials; dimensions of proposed tenant space.
71 U Vicinity Map showing location of site
7 ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
r_7( rack. Structural calculations are required for rack storage eight feet and over.
❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ Er Construction details
Er El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
Cr ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
Tr ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
E ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
blic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT. 1/29/97
AT' • . '
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000!3:45'.:830 : 1!L, AN CHECK - . .Itf=a 2018
000l386.:904 .' STALE " '11211:1.01H6 SURCHARGE .;. ;4..50.
4.4n4lcA *A Ar * *1A.Ak4kt'.*A*h+t *A:ktil A .'c -It 4 r* ** * *4A *A A. *AI A.AAAh *h t + t1A1
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Nut. t)99;•043 ?: `fup(n: Of,.VPFI ;2•t. 1)CVL1 1 ;
`ite $.5244 .PACIFIC. hit' S
9666 12/17 t17. 6 TOTAL. 534.56
oiect:
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a of Inspection:
1 nal
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Date ca le
5
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Special instructions:
Date wanted:
2 CO
a.m�
— DO p.m.
Re uestgr:,�
Phone:
Approved per applicable codes.
•
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILABUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
COMMENTS:
Corrections required prior to approval.
...1/ ,1441/t
0 $47.00 REINSPECT!! N FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
lect :
Kt.) /7) IC S+n q�
T e of Inspection:
+e.rlOr 1.
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Address:
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Special instructions:
Da , �yalnt d: I�
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Phone: q
INSPECTION. RECORD
Retain a copy with permit
INSPECTION. NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
v
j $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
,roject:
I u\X11C....
c._
VosCfit �ect
Type of I spection:
Nck11 kcmci
Address:
Date called:
Special instructions:
'Date wanted:
c= l - 00
a.m.
p.m.
Requester:
Phone: .
INSPECTION. NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431 -3670
COMMENTS:
Inspector:
Corrections required prior to approval.
1444 Date &,, /
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
mic 9Vt l l`r
TY N IV1-1 (
Address:
Date c Iled:
Special instructions:
Date wa ed: a.m.
144 7 /OD P.m.
Reques r:
Phone
k;
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
- x'
Cam/ e., . -,
El Approved per applicable codes.
E] $47.00 REINSPECTIO
at 6300 Southcenter Blvd.
Receipt No:
INSPECTION RECORD
Retain a copy with permit
, Suite 100. Call to schedule reinspection.
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
E REQUIRED. Prior to inspection, fee must be paid
Date:
..l,'..4 ..a.. r.
COMMENTS:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
LI Approved per applicable codes.
L
INSPECTION NO.
Inspector: /
INSPECTION RECORD
Retain a copy with permit
Corrections required prior to approval.
77
PERMIT NO.
(206)431-3670
$47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date: 7,-2. 2.
Receipt No:
Date:
44,
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INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
proved per applicable codes.
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
4
_ . -
1 a ;/)///7%2
$47 .0REINSPECTION I E REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
•
COMMENTS:
S
I) X5( ,1(41F ' A
T f Inspection:
/2
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431 -3670
,.. Corrections required prior to approval.
Inspector:
411-4 J1dItlR
Date:
0 $47.0 i -R INSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
r e t:
� p
Typ o Inspection:
CXm1 n9
Ad ess
a� `�h��rl P����
Date called:
I - 1 - 00d
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Phone:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
De 0137
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS: /1 �� / p � (4 I ,l/' I1.-j !/ &( / //
OIL, 749 i> c/-11
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E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No:
Date:
Consulting Sen'iczs
Since 1960
Joseph M. Bozick, PE, SE
President .
J. A. Bredal, AIA
Gordon D. Hjolm, PE, SE
Mark A. Schaefer, PE, SE
Arthur B. Schroeder, PE. SE
Associates
January 27, 2000
Mr. Dave Surson
CITY OF TUKWILA BUILDING DEPARTMENT
6300 South Center Blvd., #100
Tukwila, Washington 98188
Subject:
Dear Mr. Surson:
Sincerely,
99 -c5 1 /37
Special Inspection of Epoxy Anchor Bolts
Public Storage, Inc.
15244 Pacific Highway South
SeaTac, Washington
The site superintendent for the above referenced project, Mr. Jeff Moore of McBride
Construction, indicated to us that you questioned the installation of the subject anchor
bolts that were installed along the north wall in accordance with our detail dated January
18, 2000, due to the lack of special inspection reports. We have reviewed ICBO Report
No. ER -4945 that states that special inspection is required to obtain 100% of the bolt
loads listed in the report. Subsequently, we reviewed our calculations which indicate that
the design loads are approximately 50% of the bolt values listed in the ICBO report.
Based on the following factors; the reduced design loads, a repaired wall length section of
approximately 50' which is a portion of the 125' long wall and no tension loads applied to
the bolts, it is our opinion that the requested special inspection is not necessary in this
application.
Please feel free to call should you have any questions or require additional information on
this matter.
PACIFIC ENGINEERING TECHNOLOGIES, INC.
witj iMillar1111118mismir ••
Tom Bennett, P.E.
Project Engineer
cc: Mr. Curt Jones, Public Storage, Inc.
99047 It special inspection.doc 1/27/00
1
Pacific
Engineering
Technologies
4 1:0'
RECEIVED
FEB 12000
DEVELOPMENT
EXPIRES 23 DEC " Z "" n •
1300 Dexter Ave. North - Suite 100 o Seattle, Washington 98109
Tel: [206] 281-7500 o Fax: 12061 281.4611
18001621.7300
DEPARTMENTS:
Building Division
A10(.1
Public Wor s
N` IZ ^'
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
7': nldi +. { ^7•, "G�r1;'dt?tCd R. ,;rt.
�0
Fire Prevention
1a- -
Structural
Incomplete n
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
UMBER: D99 -0437
PROJECT NAME: PUBLIC STORAGE
Response to Incomplete Letter #
XX O`riginal Plan Submittal
Response to Correction Letter # Revision # _.After Permit Is Issued
Planning Division
'V ( 2'zi' -R�i
Permit Coordinator
TUES /THURS ROUTI G:
Please Route Structural Review Required ❑ No further Review Required
Not Approved (attach comments)
CORRECTION DETERMINATION: DUE DATE
Approved Approved with Conditions Not Approved (attach comments)
•
■
DUE DATE: 12 -21 -1999
Not Applicable C
Comments:
REVIEWER'S INITIALS: DATE:
DUE DATE 1- 18-2000
REVIEWER'S INITIALS: DATE:
REVIEWER'S INITIALS: DATE:
V'RROUTE.DOC
5/99
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8.gni!.ture —
• - - . • - •
r . Tlisiiiid by PAirrtviENt.ORLABOk ) INDUTiiiiij:
. .
•
OPP.
HAND
SUM.
DECAYED WALL
FRAMING TO BE
REPAIRED,
514OWN SHADED
GRACE ICE WATER SHIELD
OVER TOP OF GUARDRAIL
FRAMING. LAP OVER
GUARD WALL BUILDING
PAPER 4" MIN.
2x CEDAR CAP
W/ DRIP CONT.
SHEET METAL
CAP FLASHING
PHASE IREPAIR
REPLACE. EXIST. EXTERIOR
WALL PANELS W/ TI -II
SIDING OVER SHINGLED
BUILDING PAPER OVER
in" GYPSUM SHEATHING
BOARD, TYP. NORTH WALL
REMOVE EXIST.
GYPSUM SHEATHING
BOARD 4 EXTERIOR
SIDNG
REMOVE EXIST.
DECAYED SINGLE TOP
PLATE 4 REPLACE W/
NEW 2xI2 RIM JOIST
NEW DOUBLE TOP
PLATES
REPLACE ALL
DECAYED 2x6 STUDS
Pride rst rid that the Plan Check aIVrov
;;ahlectt, erlors and oln t ' n �apnr tinq
I ns Ie s n I it e.
>t+ll ..rid a gain +nt I ecotIW of
plans acknowledged,
copy ut ,+I n..,
;tiri No
E.195011. n/9904181 041
EXISTING
PARAPET WALL EAST
OF GRID ,-
5
APARTMENT
TYP. AT
WEST WALL
2nd FLOOR PLAN
SCALE': : I/8 "•I' -0"
wf
NEW METAL FLASHING AT
DECK GUARDRAIL/WALL
INTERFACE REF. .SEC.
PROVIDE 2 "0 SCREENED VENT
AT BOTTOM 4 TOP OF WALL AT
EACH WALL CAVITY
TI -II SIDING OVER
EUIILDING
EXISTING ROLL ON
DECK COATING TO
REMAIN
SHORE FLOOR AS
REQ'D
REPLACE WALL 4
CEILING FINISHES
AS REQ'D
REPLACE 4' -0" MIN.
WIDTH OF PLYWOOD
FLOOR IF DAMAGED
t SHORE FLOOR AS
REQ'D
EXISTING 2x SILL
PLATE BOLTED TO
FND WALL
i—I EXIST. FOUNDATION
1 I I-1 I I'1 1 1 1 1
it
2
— 2nd FLOOR
P1-ASE_I REPAIR
REPLACE EXIST. EXTERIOR
EXIST. FLOOR WALL PANELS 41/ TI -1I
JOIST, TYP. SIDING OVER SHINGLED
BUILDING PAPER OVER
1/2" GYPSUM SHEATHING
BOARD
let FLOOR
EXIST. FLOOR
JOIST, TYP.
R QUIT J +
MC ,
C •
C1 c: F:,-I:•a
BUILDING DIVISION
EXIST. 2x10
JOISTS AT
16" O.G.
PROVIDE 16 "x4"
NOMINAL SCREENED
FOUNDATION VENTS
AT S' -0" OL,
LOCATE VENTS
WITHIN 12" OF ENDS
OF WALL
DECAYED WALL
FRAMING TO BE
REPAIRED,
SHOWN SHADED
PROVIDE (2) 16 "x4"
NOMINAL ,FOUNDATION
VENTS
EXIST. GABLE ROOF
ASSEMBLY TO REMAN
EXISTING VENTED.
BLOCKING
REMOVE GYPSUM BOARD
AND EXTERIOR SIDING
AS RECD
REMOVE EXIST.
DECAYED SINGLE TOP
PLATE 4 REPLACE IU/
NEW 2xI2 RIM JOIST
NEW DOUBLE
TOP PLATES
REPLACE
ALL EXIST.
DECAYED
WAS STUDS
I I I I �.II I I' 1
10' -0'
CRAWL SPACE PLAN PLAN
SCALE 1/5 "•1 -0 "'
SECTION FYI
SCALE : 3/4" • I' -0"
CRAWL SPACE
CONCRETE WALL
EXISTNG
5 U8x22 I/1t3LA11
TYP. 3 PLACES
CRAWL SPACE
19' -0"
EXISTING,
4' -0" MIN. WIDTH
OF PLYWOOD FLOOR
REPLACEMENT, IF REQUIRED
SHORE FLOOR AS
REQ'D
REPLACE 4' -0" MIN.
WIDTH OF PLYWOOD
FLOOR IF DAMAGED
,__IIIIII SHORE FLOOR AS
REQ'D
I I II III II I III I
EXIST. FOUNDATION
WOOD FRAMED
STUD WALL
— 2nd FLOOR
EXIST. FLOOR
JOIST, TYP.
REPLACED DISTURBED OR
DAMAGED THERMAL
INSULATION
— let FLOOR
EXIST. FLOOR
JOIST, TYP.
I STORAGE
UNITS
CONCRETE
WALL
.11011111
STORAGE BLDG
STORAGE SLOG
PHASE I
REPAIR AREA
I/2" GYPSUM
SHEATHING
BOARD
EXIST. 2x
STUD WALL
MANAGERS ROOF I AREA OVER
APARTMENT STORAGE UNITS
SECTION
SCALE , 3/4" • I' -0"
TI -II SIDING OVER
SHINGLED BUILDING
PAPER
SHEET METAL
COUNTER '
FLASHING
METAL BASE FLASHING
COVER W/ VAPOR
RETARDER
NEW ROOFING
MEMBRANE
MEET 4 MATCH EXISTING
MEMBRANE IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDED PROCEDURES
VICINITY MAP
NO SCALE
PARCEL I ( 4300- ®0'15 -0
LECsAL � C TIN:
LOCK 2 LOT - TRAC IRO ADDDITION. BEGIN SE CORNER CF
LOT 1.
P J C T NA OFRA TI Y
Ht t CONSISTB REPAIR E DECAYED FRAMING MEMBERS N
THE NORTH WALL BELOW THE MANAGERS UNIT, IDENTIFIED AS PHASE I REPAIRS.
NEW SIDING AND BUILDING PAPER WILL BE INSTALLED TO THE EAST AND WEST
WALLS OF THE MANAGER'S UNIT. AREAS OUTSIDE OF NE HATCHED PHASE I AREA,
ARE NOT ADDRESSED IN THIS SCOPE OF REPAIR
GENERAL NOTES:
cam
THE UNIFORM BUILDING CODE (UBC) 1991 EDITION.
841 LI3t
ALL BOLTS SHALL BE 45TM A 301 UNLESS NOTED OTHERWISE.
ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY SHALL' RECEIVE ONE SHOP COAT OF
AN APPROVED PRIMER PANT.
ALL SAWN LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WI1PA STANDA,
GRADED RULES FOR WESTERN LIMBER USE THE FOLLOWING SPECIES AND MINIMUM
GRADES UNLESS NOTED OTHERWISE ON THE PLANS:
STUDS 4 COLUMNS ' DF: L OR HEM -FIR CONST. GRADE Fo.515 PSI
WALL PLATES 4 SCREEDS DF: L CONST. GRADE 'Fc•625 PSI
JOISTS OF.-L P OR HEM-FIR M 4 BTR Fb•IS00 PSI
BEAMS (4x 4 SMALLER) DF: L R..1000 PSI
BEAMS (6x 4 LARGER) DF.•L "f Fb•IA90 PSI
ALL PLYWOOD SHALL BE APA RATED SHEATHING, EXPOSURE I GRADE WITH A MIN SPAN
RATED OF 42/20 FOR FLOORS AND 16/0 FOR WALLS. ORIENTED STRAND BOARD IS NOT
AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD
ALL LUMBER REPLACEMENT TO BE PRESSURE TREATED (P.T.), SHALL DE PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARD 02 FOR SAWN LUMBER AND AWPA
STANDARD C25 FOR GLUED LAMINATED LUMBER WITH ACTH OR CCA TO 025 PCF
RETENTION BY ASSAY. PAINT ALL SCARS, CUTS AND DRILL HOLES WITH TWO (2) COATS
OF THE SAME TREATMENT CHEMICAL' AS TI-IS TREATED MEMBER.
WAILS
ALL NAILS SHALL SE COWIMON NAILS UNLESS OTHERWISE SPECIFIED. NAILING SHALL
CONFORM TO THE 1991 UBC NAILNG SCHEDULE, TABLE 23.11 -5-I, UNLESS NOTED OTHERWISE
ON THE PLANS.
MISCELLANEOUS
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, PROVIDE
TEMPORARY BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS
AND STIFFENINGS NAVE BEEN INSTALLED.
$PEPSY.t
THE CONTRACTOR SHALL ISE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING,
SNORING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION
WITH THE WORK
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE
CONDITION ON THE JOE SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURNG PERFORMANCE OP TIE WORK THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT DE LIMITED TO NORMAL. WORKING HOURS.
THE REQUIRED AND /OR IMPLIED, DUTY OF THE ENGINEER TO CONDUCT
CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE DOEW NOT, AND IS NOT
INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY
MEASURES, IN ON OR NEAR THE CONSTRUCTION SITE.
I9
cirN,PukwaA '
Ja DEC 1 6 1999
PERMIT CENTER
ALL IP 011:11ATION ON THIS DOO*P NT
16 THE EXCLU6IVE PROPERTY OP
PACIFIC rest NC.
tle
V•_ NJ
.-+� Cp
4.4 G), "
"c".) d (1) 2 9
a
W
OF
Job No. se04-10.
ROOF LINE
let FLOOR LINE
E:M9999041/990a10 (K)
NORTH ELEVATION
SCALE : 1/8"•1' -0"
INSTALL HORIZONTAL
PENETRATION FLASHING
OVER NAILING FLANGE.
SECURE TO FLANGE WITH
CONTINUOUS BEAD OF
SEALANT
APPLY CONTINUOUS BEAD
OF BUTYL SEALANT ALONG
SIDES AND BOTTOM OF
OPENING. PRESS NAILING
FLANGE OF WINDOW, ETC..
POSITIVELY INTO SEALANT
INSTALL VERTICAL
PENETRATION FLASHING
OVER SILL. FLASHING.
SECURE TO SUBSTRATE
ALONG OPENING ONLY
ICE 4 WATER
SHIELD OVER
PAPER WIDER
FLASHING
2x STUD
GUARDRAIL
WALL, REF.
PLAN
BUILDING PAPER
SHINGLE STYLE
TI -II SIDING
AT GUARD
WALL
INSTALL PENETRATION FLASHING
AT SILL FIRST. FASTEN TOP EDGE
OF FLASHING TO SUBSTRATE
ONLY
NEW 26 GA.
GALV. METAL
FLASHING
SET 2x WALL
CAP IN BED
SEALANT
J
NORTH WALL
PARAPET
LAP WEATHER- RESISTANT
PAPER 12" MIN. ONTO GUARD
WALL OR PARAPET.
INSTALL TYP. BUILDING
PAPER OVERLAPPED PAPER
J
SECTION
NO SCALE
2
EXTEND FLASHING
OVERLAPPING
PIECES
FLASHING ELEVATION
SCALE: 3/4" • I' -0"
EXISTING
STUD WALL,
REF. PLAN
2xE NAILER
TI -II SIDING (NO
GYPSUM SHEATHING
BOARD AT WEST WALL)
iff
APPROVED PENETRATION
FLASHING (9 MIN. WIDTH)
' FORTIFIBER MOISTOP
FLASHING ' TYPICAL AT
ALL WINDOW PENETRATIONS
EDGE OF NAILING
FLANGE
PLATE LINE
— i ii - -ii
SHINGLED BUILDING
PAPER SEE
FLASHING ELEVATIONS
TI -II SIDING
Z STRIP METAL
FLASHING TYP.
AT HORIZONTAL
PANEL EDGES
GRACE ICE •
WATER SHIELD
FLASHING STRIP
BEHIND Z
FLASHING STRIP
PHASE I REPAIR
REPLACE EXTERIOR
SIDING AT NORTH WALL FOR TYP. PENETRATION FLASHING
DETAILS SEE SECTIVJN •
SECTION
SCALE : 3/4" • I' -0"
BELOW
AREAS OF DECAYED
FRAMING WALL
3
START AT THE BOTTOM OF THE WALL AND
OVERLAPPING THE WEEP SCREED FLANGE, LAY PLASHING ELEVATION
APPROVED WEATHER RESISTANT PAPER UP SCALE: 3/4" • I' -0"
THE WALL, OVERLAPPING 2" MIN. IN WEATHER-
BOARD FASHION. MAKE SURE THAT 'A' IS
PLACED UNDER THE SILL STRIP FLASHING.
GYPSUM EXISTING PARAPET
SHEATHING WALL, REPLACE
BOARD PARAPET WALL
FRAMING W• NEW P.T.
MEMBERS
SLOPE 26 GA METAL CAP
FLASHING I/2"
GRACE ICE 4 WATER
SHIELD OVER TOP OF
PARAPET WALL AND 2" CONT. SCREENED VENT
OVER TYP. BLDG ' ASSEMBLY W/ CCNT. SHEET
PAPERi! METAL VENT FLASHING
Z STRIP METAL
FLASHING SEE
SECT. I
I 3
5' -0 "t
J
REPLACE EXTERIOR SIDING
4 BUILDING PAPER AT EAST
4 WEST WALLS OF MANAGERS
UNIT. PROVIDE PENETRATION
FLASHING AS PER DETAILS
KJ
2nd FLOOR LINE
SECTION Jai
SCALE : 3/4" • I' -0"
NOTE: ALL VENT HOODS
SHALL HAVE WELDED END
PANELS AT EA. END.
NEW TI -II SIDING OVER
SHINGLED BUILDING
PAPER TYP. WEST WALL
INSECT SCREEN TYP.
INSTALL 'PERM -A- BARRIER'
SELF ADHESIVE WALL FLASHING
OVER WEATHER RESISTANT PAPER
AND OUTBOARD OF PENETRATN
FLASHING. WALL FLASHING TO
BE INSTALLED SIMILAR TO
PENETRATION FLASHING.
NOTE: ALL BUILDING PAPER
VERTICAL SIDE LAPS
TO BE 6"
CONT. FLANGE
EXTEND DECK MEMBRANE -
UP FLASHING TYP.
— ISIMPSON LSTA24 STRAP
%I:
- ......Ii ii
I. I __ RUN DECK MEMBRANE
,.,011L, UP TO BOTTOM OF FLANGE
'111
M
CONT. SEALANT
WALL VENT ASSEMBLY 24 GA. —
SHEET METAL VENT FLASHING W/
END CAPS TIP.
�\ ISOMETRIC
2" DIA. VENT HOLE
AT 4" O.C.
EXTEND ROOF MEMBRANE UP
INSIDE FACE OF PARAPET
APPLY MEMBRANE IN HORIZONTAL
STRIPS
CONT. FLASHING REGLET
25 GA. SHEET METAL
FLASHONG
4 "L__
RUN MEMBRANE T" UP PARAPET
WALL, UNSTALL GALV. BASE METAL
FLASHING COVER IN MEMBRANE •
COVER WITH MEMBRANE LAYER
SECTION 8.1
SCALE I I/2" • 1' 0"
2x- BLKG
NAIL FLASHING TO
2x- BLKG
Dcf R-b143?
TI -11 SIDING
FABRICATED SHT MTL --
SCREENED VENT
COVER W/ WELDED
END PANELS
NOTE: PROVIDE MOCK -UP OF
VENTILATION HOODS FOR
APPROVAL PRIOR TO
INSTALLATION
2" DIA. VENT HOLE -
AT EA. JOIST WHERE
NO WALL VENT
AVAILABLE
ADJUST INSULATION WITH
BAFFLES TO PREVENT
BLOCKAGE OF VENT HOLES
SECTION
SCALE : 11/2" • 1' -0"
SCALE': I /2" •. I' -0"
FOR GUARDWALL
DETAILS SEE f
— 3 "x6" VENTILATION
OPENING (SEE PLAN
FOR LOCATION)
5
2" DIA VENT HOLE AT
EA. END OF JOIST,
WHERE NO WALL VENT
AVAILABLE
INSTALL NEW SILL TRAY W/ WELDED
END DAMS EXTEND DECK
MEMBRANE UP AND UNDER SILL
TRAY
DEC 1f 1999
PERMIT CENTER
ALL IN'OPMATICN CN TI-0b DOCUMENT
Ib THE EXCLUSIVE PROPERTY OP
PACIFIC ENGSJNG TECFNOLOGIE6, PIG
® COPTIRIGNT 1999
t
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eto
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O••••■
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Er
Job No. yeyp,N-1,00