HomeMy WebLinkAbout1138 W 12th St - BuildingPREPARED 1/26/07 9 50 09 INSPECTION TICKET PAGE 23
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/26/07
ADDRESS 1138 W 12TH ST SUBDIV
TENANT NBR RICK GLENN
CONTRACTOR PELLET HEAT CO PHONE (360) 457 4406
OWNER GLENN RICK PHONE
PARCEL 06 30 99 0 3 6910 0000
APPL NUMBER 06 00001305 MECHANICAL APPL PERMIT
PERMIT ME 00 MECHANICAL PERMIT
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
ME6 01 1/26/07
/e
MECHANICAL GAS LINE TIME 09 00
01/25/2007 01 38 PM PERMITS
RICK 808 5782
COMMENTS AND NOTES
GLENN RICK
PO BOX 942
PORT ANGELES
T• \Policies \1 102_15 building permit inspection record05.wpd [1/4/2005]
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
32] EAST 5TH STREET PORT ANGELES, WA 98362
Application Number 06 00001305 Date 12/15/06
Application pin number 145455
Property Address 1138 W 12TH ST
ASSESSOR PARCEL NUMBER 06 30 99 0 3 6910 0000
Tenant nbr name RICK GLENN
Application type description MECHANICAL APPL PERMIT
Subdivision Name
Property Use
Property Zoning RS7 RESDNTL SINGLE FAMILY
Application valuation 2000
Owner Contractor
WA 983629219
PELLET HEAT CO
230 EAST 1ST SUITE C
PORT ANGELES WA 98362
(360) 457 4406
Permit MECHANICAL PERMIT
Additional desc
Permit pin number 91975
Permit Fee 60 65 Plan Check Fee 00
Issue Date 12/15/06 Valuation 0
Expiration Date 6/13/07
Qty Unit Charge Per Extension
BASE FEE 50 00
1 00 10 6500 ECH ME -GAS PIPE 1 TO 5 10 65
Fee summary Charged Paid Credited Due
Permit Fee Total 60 65 60 65 00 00
Plan Check Total 00 00 00 00
Grand Total 60 65 60 65 00 00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities private and public improvements. This permit becomes
null and void ifwork or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned
fora period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last
inspection. 1 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 giv authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
congt
citAAA I Zi S /C))
Signature of Contractor or Authorized Agent bate Signature of Owner (if owner is builder) Date
CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS.
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED I COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
SHOWER PAN
MEDICAL GAS LINE
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL /HOLD DOWNS
WALLS ROOF CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
MECHANICAL
HEAT PUMP FURNACE DUCTS
GAS LINE
WOOD STOVE /PELLET /CHIMNEY
COMMERCIAL HOOD DUCTS
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
ELECTRICAL LIGHT DEPT
T• \Policies \I 102_15 building permit inspection record05.wpd r1/4/20d5)
BUILDING PERMIT INSPECTION RECORD
CONSTRUCTION R.W PW/
ENGINEERING 417 -4807 i
FIRE 417 -4653 I IV 1 1
PLANNING DEPT 417 -4750 I 1
BUILDING 417 -4815 I/ /.2.4/0 7 1
11
FINAL
FINAL
417 -4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W
PW ENGINEERING
FIRE DEPT
PLANNING DEPT
I BUILDING
DATE ACCEPTED BY.
DATE ACCEPTED BY,
PLANNING DEPT SEPARATE PERMIT #'s SEPA.
PARKING /LIGHTING ESA.
LANDSCAPING I I SHORELINE.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES I NO
12/08/2006 14 30
13604520503
COMMERCIAL/RZSIDENT1AL, Occupancy Group:
No or Stamm Lot Sizc: Existing Sq. Ft.
Existing lot coverage Proposed lot coverage
PLANNING USE ONLY
tAF(1RM APPSIRaihdinipennitwpd Appli
SPA SHOP PELLET HEAT
BUILDING PERMIT APPUCATION
FBI out COMPLETELY and in INK. Your application end sits plan MUST BE
COMPLETE to be accepted for review If you have any questions, call
(360)417 -4815
Applicant or ARent:PELLt T co Phone: _57^ 44b(o
Owner Pic (4 r_ KW A Phone:
Address: 11'Mf i2 City• Jl1Ji451. 'S Zip: I Da(p
Architecu $inter• Phone'
ContractorPEt 1 ,k--r l �7rr CO State License 'Exp: 4A71hrr Phone .457-
Address: 23:3-C FA. 1 City ?dry' Ala Zip. ggSlo2
PROYECT ADDRESS: 113$ WPC,' 12 ZONING.
LEGAL DESCRIPTION Lot: 21D BlocIC_aa Subdivision.
CLALLAM COUNTY PARCEL NUMBER.,
Credit Card Holder Name.
Billing Addrm.: City.
Credit CardType VISA MC 0 Kip. Date:
TYPE OF WORK. SIZE/VALUATION.
Restdonlial New Constr. 0 Re -roof IX Stove SF ®S /SF I- S
3 Multi- family O Addiynn 0 Move 0 Oarage SP S /SF a 5
Contrnerctai 0 Remodel 0 Demolition II Deck SF 5 /SF S
0 Repair Sig. Other TOTAL VALUATION
BRIEF' DESCRIPTION OF T1 PROJECT LKISTh R PDS4 *fr 1 u t i
Occupant Load: Construction Type:
Proposed Sq. Ft.
Total lot coverage
E� A/Wetlan41(s): Yes C No SEPA Checklist required? 0 Yea C No Other.
FOR OFF
Date Per_
Nernst IP
Date Approved
Data huh al;
TOTAL Sq.Ft.
RT 111.fl1NG PERMIT APPLICATION SUBM]'ITAL: The Budding Division can provide yuu with information on the application and
plan submittal mquirementt if you have question!.
ALUATION OF CONSTRUCTION. In all eases. a valuation amount must be entered by the applicant. This figure will be reviewed
and maybe revised by the Building Division to comply with current foe schedules. Contact the Permit Coordinator at 417 4815 for assistance
PLAN CHECK FEE. IF a plan check fee is due it smut be submitted at the time the building permit application and cunstntctino plans are
ubmitted. All other permit fees are due at dtc time of permit issuance,
EKPTRATION OF PLAN REVIEW: lino permit is issued within 180 days of tin: ate of appl:cation; the application will aspire. The
EtuJding Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 10' 4 of
the Uniform Building Code, current edition). No application can be extended more than once.
hereby certify that 1 have reed end examrteo ibis application and know the same ro oe true end conuct lam authorized fo apply for this permit and
mderstend that it is my responsibility to les une whet perm& re not to Cry's, and that! must obtain such permits pr'or to work
Date:
PAGE 01
e L
fleTe
1
APPROVALS
PLAN.
BLDG:
DPWU.
OTHER:
Oro
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
.Application type description
Subdivision Name
Property Use
Property zoning . . .
Application valuation
05-00000320 Date
081600
1138 W 12TH ST
06-30-99-0-3-6910-0000-
RES MANUFACTURED HOME
5/13/05
RS7 RESDNTL SINGLE FAMILY
80000
Owner
Contractor
WILHElM, RACHEL M/BAAR, CRAIG
,565 HULSE RD
PORT ANGELES
(360) 417-9187
Other struct info
PRESTIGE PROPERTIES
261533 HWY 101 EAST
SEQUIM
(360) 681-3094
LOT COVERAGE
LOT COVERAGE
INC
WA 983629219
WA 98382
TOTAL %
EXISTING
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
18.00
1. 00
7000.00
1296.00
2196.00
----------------------------------------------------------------------------
",..perrni t . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
BL MANUFACTURED HOME
GOLDEN WEST #GE481F, 1296SF
48413
230.00 Plan Check Fee
5/13/05 Valuation
11/09/05
.00
80000
Qty
Unit Charge Per
Extension
230.00
BASE FEE
----------------------------------------------------------------------------
special Notes and Comments
Building address sign shall not be less than 6" & not more
than 12" in height. Numbers colors must contrast with wall
color they are mounted on. (Ord. 14.36.050-E)
When roof gutters are installed, drains will located in dry
wells or piped to approved storm drain locations.
Manufactured home must be pit set so that no more than 12"
of skirting is visable above grade.
05/12/2005 04:14 PM SROBERDS ---------------------------
The proposal will result in a mfg home in the RS-7 zone for
total lot coverage of 18%. No land use issues are noted.
Electrical load calculations and elctrical permits are
required.
Connection fee required $410.00
Customer service wire to be underground in conduit.
Sidewalk to City standards required along 12th street for
school walking route.
----------------------------------------------------------------------------
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
745.00
4.50
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 230.00 230.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 749.50 749.50 .00 .00
Grand Total 979.50 979.50 .00 .00
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Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. 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 state or local law regulating constrllction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005]
Date
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES I NO
FOUNDATION: 111 V ttc) s/e:.. b -5 -1'7-0,5 JI-J- f}-fJ
FOOTINGS
WALLS
FOUNDA nON DRAINAGE / DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR / SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS
CEILING I I
FRAMING
JOISTS / GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS / ROOF / CEILING
DRYW ALL (INTERlOR BRACED PANEL ONLY)
T-BAR
INSULA TION
SLAB
WALL / FLOOR / CEILING I
MECHANICAL
HEA l' PUMP / FURNACE / DUCTS
GAS LINE
WOOD STOVE / PELLET / CHIMNEY
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING / SLAB
BLOCKING & HOLD DOWNS ?/1?7o~ 0/..1/
SKIRTING
PLANNING DEPT. SEP ARA TE PERMIT #' s SEPA:
PARKING/LIGIITING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRlCAL
LIGHT DEPT
CONSTRUCTION R.W./ PWI CONSTRUCTION - R. W.
ENGINEERING 417-4807 PW 1 ENGINEERlNG
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 7 /r~/lh 1\....11.-1/ BUILDING
T:IPoliciesl II 02 ~ 15 building permit inspection record05. wpd (1/4/2005J
BUilDING PERMIT - APPLICATION
!"UKU!"!"!C!AL U.:>b UI'(LI:
J ,:' ,9. ,A-
Date R.ec.: 1 - ...;. ....~, ~)
"\"-- ~~ ?
Permit #: . ;:-. .- - ~ -0
o;~App~
Date Issued:
Fill out COMPLETELY and in INK. Your application and site plan MUST BE
COMPLETE to be accepted for review. If you have any questions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Address:
565 HULSE RD.,
%ity: PORT ANGEIES
,
Phone: RACHEL CELL 461-3580
Phone:HOME 417-9187
WA. Zip: 98362
Applicant or Agent CRAIG D. BMR or RAmEL M. WIIRElM
565 HULSE RD. SAl-1E
Owner:
l~'
/~k~\ II
ArchitectlEngineer: Phone: ~ ~ ~
Contractor PRESTIGE PROPERTIES. IOC. State License #:PRESTPI066Q-Exp: 1-18-07 Phone681- 3094 I
Address: 261533 HWY l~J City:SEQUll1 WA Zip: 98382
PROJECf ADDRESS: i \3~ 12th, STREET and E STREET, PORT ANGElES ZONING:
LEGAL DESCRIPTION: LotA Block: 369 Subdivision: VAN GESON SHORT PLAT
CLALLAM COUNlY PARCEL NUMBER: 06-30-99-03691000
--
Credit Card Holder Name:
Billing Address: City:
Credit Card Type VISA MC # Exp. Date:
TYPE OF WORK: SIZEN ALUATION:
XX Residential XX New Constr. 0 Re-roof 0 Stove ) 7, c( I-. SF. @ $ /SF. = $ 9:6 C!:""O ~G
.
o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $
o Commercial 0 Remodel 0 Demolition ~ Deck SF. @$ /SF. = $
o Repair 0 Sign 0 Other TOTAL VALUATION $ 'Be) cx:xJ c::x::>
BRIEF DESCRIPTION OF THE PROJECT: install new manufactured horne and utilities as required
and groillld work as required (~Uen i.J)~.;..f C~t; itB' F
COMMERCIALIRESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: WOOD FRAME
No. of Stories: 1 Lot Size: 50 X 140 Existing Sq. Ft. -0- & Proposed Sq. Ft.1296 = TOTAL Sq. Ft. 1296
Total lot coverage 18 %
APPRO V ALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed
and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance.
PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are
submitted. All other permit fees are due at the time of permit issuance.
EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2
of the International BuildingJResidential Code, 2003). No application can be extended more than once.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and
understand that it is my responsibility to determine what permits are requi ,not the City's, and that I ust obtain such permits prior to work.
Date: 3/~ttr:
T:\RVESS\BIDG-forms-brochures\2004-Buildingpennit. wpd
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The City of Port Angeles
Building Division.
1;"', .
Ao!'I/~
~ ,- J <
Upon reviewing your application and plans submitted for a Manufactured Home,
the following are some of the items that will need to be taken in to consideration.
Property.
Property boundary pins are to be identified and marked at footing inspection to verify minimum set
back requirements.
Manufactured homes.
"Wains" installer tags must be on unit and appropriate box checked for each item completed.
Manufactured home foundation design shall be included with the application. Foundations are
required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie
down inspection is required
Wood framed skirting, framing shall be 2"x 6" treated wood with 'l;" anchor bolts w/ 3"x 3"x 1/4"
washer at 6'-0" OC and within 12" of P.T. sill ends. Stud pacing shall be 16" OC. 15/32" min
thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal
(max unbalanced back fill at 18" in height). Face grain across studs.
Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d)
section 1 through 3.
1. Skirting must be made of approved material by the building division. Metal fasteners must
be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal
members in contact with earth, except those made of galvanized or stainless steel, must be
coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding
or trim. All skirting must be recessed behind the siding or trim.
2. The ventilation required is one (1) sf. Per 150 sf. of crawl space.
3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas under
manufactured home are available for inspection. Access opening must be covered and that
cover must be made of metal, pressure treated wood or vinyl.
Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the
foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved
locations.
An inspection of the water, sewer, electrical, footing and down spout drains is required before
backfill is allowed. (NO EXCEPTIONS)
If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke
detector, approved by the Fire department.
A final inspection is required to be approved before occupancy can occur.
TC1r: OF PORT ANGELES - COlJl;tructiol1 f>la"~
he ISslJance of this permit based, . ',.
C t. upon th,.'cp p/'.e 'f'
,a 'On, and other dot~ 011"1' . t .,. "'.'. ""'. Sfl€...C1 (.
. ,"". "",a 1110 /J!i:}\if=lnt tJ~-:\ tJ ,'II'. "
,rom thereaHer requirili" the :....; LC ~(,G!i/g(lliIClai
I' . . b ' corree'lon "f I>'P'IS
P .~n.s, sneclf:caticns anc aU,c' (r~l~ " ".' t~l U In ~a!d
bUilding on~y~'h;'n{' ho'r" ..: ~i".(l, IJ; fIST! i.HelJl::ntit!~;
: . < ,.... ~llU k Lt",I,i.;, cati,lej fHI fho.:;t"""'i' " _ .
v/olat.ior. of..:'j .~..~" , . t"'''''C'''t:,-.er Writ~{j Hi
. . a, C(I.....I.~;; ,i:!n,"r orr~I"""r ~"l _,
~\:1/QIJ 3&3',) . /J. I of ". """ctc 0; HUS Ju:lCtJ!CUVII
I... . .11 VI:!! :i{Jj,:JlnE t,,(;(Jc)--
Approval Dat8 (;;{ en! ~'. "fII .
.- d} -.u.Lt.L.... _...
The City of Port Angeles
Building Division.
Upon reviewing your application and plans submitted for a Manufactured Home,
the following are some of the items that will need to be taken in to consideration.
Property.
Property boundary pins are to be identified and marked at footing inspection to verify minimum set
back requirements.
Manufactured homes.
"Wains" installer tags must be on unit and appropriate box checked for each item completed.
Manufactured home foundation design shall be included with the application. Foundations are
required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie
down inspection is required
Wood framed skirting, framing shall be 2"x 6" treated wood with Y>" anchor bolts w/ 3"x 3"x 114"
washer at 6'-0" DC and within 12" of P.T. sill ends. Stud pacing shall be 16" DC. 15/32" min
thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal
(max unbalanced back fill at 18" in height). Face grain across studs.
Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d)
section 1 through 3.
1. Skirting must be made of approved material by the building division. Metal fasteners must
be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal
members in contact with earth, except those made of galvanized or stainless steel, must be
coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding
or trim. All skirting must be recessed behind the siding or trim.
2. The ventilation required is one (1) sf. Per 150 sf. of crawl space.
3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas under
manufactured home are available for inspection. Access opening must be covered and that
cover must be made of metal, pressure treated wood or vinyl.
Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the
foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved
locations.
An inspection of the water, sewer, electrical, footing and down spout drains is required before
backfill is allowed. (NO EXCEPTIONS)
If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke
detector, approved by the Fire department.
A final inspection is required to be approved before occupancy can occur.
Garages.
A continuous footing is required around the perimeter of the load bearing walls, although some
manufactured homes are designed to accommodate a garage. The garage must be designed as though
it is independent from the manufactured home.
Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRC.
Garages detached and attached to a manufactured homes, require standard wall bracing methods to
be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If
any of the aforementioned methods cannot be met, engineering design will be required for the
"SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2'-8" in width.
This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a
guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD
APPRO V AL"
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~ 330 EAST FIRST ST., SUITE 10
PORT ANGELES. WASHINGTON 98362
(380) 457-9600
FAX (360) 457-9556
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PROPERTY DESCRIPTION
lOTS a. . MKJ '4 IlOOC .Je.. rOMNsnr OF I-OIfr ANal.LS. AS /J'C1t ..u r fHCRCOF
IfCCOIfOCD M \11UWC , Of' I'I..A rs. 'ACC 77, oW:CQltOs OF QAU.A.v COUHFY.
WA~n:w. .sr,u.ur IN a..AU.N.I CQMrY, STA 7C or I"ASHHCn:w.
APPROVALS
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SHEET 1 OF 2
WENGLER SURVEYING 8. MAPPING en
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80
Feet
Vertical Datum ~ NA VD 88
Horiwntal Datum = NAD 83191
N
Area Map
This map is not intended to be used as a legal description.
This map/drawing is produced by the City 0/ Port Angeles/or its own use and pll.1poses. 't:::...'~.-'.:'.':_:';;:
Any other llse of this map/drawing shall not be the responsibility qf the City.~>-
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)- .
OECLARA TION ,..' '-......~
~ AU. MH ..,. N'SC flffCSCHTS JHA T", JH[' 1..WDOtSJrGN["D. o.N(JtS OF JH[ "" "-
~A<<~~rtAllAn;u..,:~~~y~ry~ ~~~ ~
:tA"r OF ~, ~ ~~ ~f.'rr IN IrD.AJJQN 10 JNS SNOftr
~~zirJJ~4 j
APPROVALS
~~ -= ~~s ~DA'" OF APu:.'L
-<>>Qk
,-
ACKNOWLEDGEMEN T
~U:.J.....-, .... ~Y or 1ac.c <..'
,~ J,. J__
.-
STAll' or ~1tJH
cn.wrr OF Q..AU...W
.... 1$ III CIltfln" _r ON _ ~r or A'~' .."
8['1'tftf IIC IN(' ~ A IIOTAlfr I-Ua.IC '" AND rOlf Dff STArt' OF "~rc:w. DCAr
CtaUSSiJaNm AND nawc. nJf$lCW.o\tL Y ~ JHClW-u It. VAN C€SCN AND .JAMS I( 'IAN CCSCN JO
.... ICNOf/!IH 10 Be H NlNDUAlS COiCRII("o Itf AND WiO DrQlJlD H I"CIItf'c:owc IGlJIIUWt'HT AND
AOcHOMLDc::rD 10 .... 11M J JH(Y SIGN(D JHC SAW AS n..or IJtC[ NIl) Kl.UHrAltY ACT FOIf H u:sr
NIO I'UIW'OSl' JNOiI(W MHJICM:D.
WJNCSS ItIY HAM;J AND ~ S['Al JHt' DA Y N<<J ~ I1ItST A8O\I(' IfWTI'[)(
ss
:=;=~rNS~YOF
Ar:1
,-
~
~
4>
AoUDITOR'S crnnFICA rr
Il..Qt IDr lIUDID INS~., Of' n1r;/. '...
"~"-45-"-~L ~
.,-O<lll.OJ'"......,.____co. _ ~
~ ---
.....
~.~
HUI= ,::;i;;rM YfJtYI~~;:t'rM
II(':SJCWC AT P,o.c'r AAA;~I~
..r _rAtO/r 0>'II0n II-I- rLJnt:.
CDuNTr :ntf"A~""
AU. STAr[ NIt) COCMlY TAJl[S U\4('O ACAWSr JH[ l.AhO 10 8(' SUII!IIDn4OQ) HAS
~':::"~lN'S~YOF A'~/c.
.-
.~H~ ''J~'
<--'
~
JMS ~ ~r ~ A JUIKl" AMDC .,. lie tilt
fir ~ ., ~ WJN .... JIE'DLMnotrs OT rt4'
-"""'D' ~ N:r AT IHC IIRLaT D' ~ It . .JIWS Ie..
VMCDDW L
SHEET 1 OF 2
WENGLER SURVEYING & MAPPING en
~ 330 EAST F7RST ST.. SUITE 10
PORT ANGELES, WASHINGTON 98362
(360) 457-9600
FAX (360) 457-9556
SURIIfYOR'S CERTIFICATE
~
=- I LE I.J,:,. r:,LJ':", 0:: ::U ":(1 11: 4':,
I [I : T TTE;F,'HIiLEYTERP I '~:E'~. II'.JC
FH><: L:f;(7):;LJS,16
J:'HI~E 1
SAC IND
COMBINATION
TIE DOWNS
MANUFACTURED HOME TIE DOWN INSTRUCTIONS AND
SCHEDULES FOR SINGLE / DOUBLE / TRIPLE WIDES
DESIGN & GENEHAL NOTES
DESIGN LOADS;
* WINIl ----------------- 15psf (70 MPH EXPOSUI(E: "C")
* SeISM1C zom; ---------- 4
>I< SOIL BEARING ---------- 1000 pst l:!..QI(; MAXI....UM SOIL PRESSURE
IS 1000 pst WITHOUT A SOIL REPORT.
* EMt'I"H AUGEHS --------.-- 475011 MIN. TOTAL LOAD CAPACl"rY
3 I 50# WORKING LUAD CAPACITY
* STUlIL-X I)R1Yl~ ANCHORS-- 475011 MIN. TOrAL LOAD CAPACITY
3150# WORKING LOAD CAPACITy
* CONCHETE SLAB ANCHORS -- 47501/ MIN. TOTAL LOAD CAPACITY
3150# WORKING lOAO CAPACITY
* TIf DOWN STT~APS ------- 475011 MIN. TOTAL LOAD CAPACITY
-~ 150ft WORKING LOAD CAPACITY
Tit DOWN STRAPS Mr.r.:rS FEDERAL SPECIf"ICA TION OQ-S-781 H FOR TYPE 1. CLASS B.
GRADE I STRAPPING AND BE AT LEAST 1 1/4" . .035 ZINC PLATED.
J2ENERAL N01T~
1. THE CHARTS SHOW THE: REQUIRED NUM8ER OF TIE DOWNS ON THE SIDES AND
rNDS OF THE MANUf'"ACTUREO HO....E.
2. COM8iNATlONS OF' THE DlrrEI~[NT TYPES OF TIE DOWNS CAN BE USED.
3 fOR AL.L m: DOWN INSTALLATIONS, THE MANUfACTURED HOME CHASSIS MEM8ERS
AI<E S~IOWN AS "r BEAMS. (FOR ILLUSTRATION PURPOSE ONLY) CHASSIS BEAMS
CAN ALSO BE "c" SHAPED OR ",~rc SHAPED.
4. SIDE T:( DOWNS AI~[ REQUIRED ALONG THE OUTSIDE: C1-IASSIS BEAMS. END TIE
DOWNS Ali( Rt::OUIRE:O AT EACH END OF EACH TRANSPORTA8LE SECTION OF HiE
MANU, ACTURED HOME.
5. END fiE DOW~~S CAN BE LOCArED WITHIN 18" If' EITHER SIDE OF CHASSIS BEAM
AXIS.
6. lHl SIZES, TYPES. LENGTHS. ECT. or ....ATERIALS SHOWN HEREON ARE MINIMUM.
LARGER, LONCER. HEAVIER MATERIALS SUPI~UED BY SAC INDUSTRIES INC MAY
8E USfD AI' THE SAME SPACING AND LOCATIONS SHOWN. ..
,
I ALL PARTS ARt. COATED WITH RUST RESlSTANT INDUSTRIAL SHOP PI~IM(R.
u_~I6.IE APPROVAL
&</~,wO-/.bL:J U-?".?J:;.?N" ~~/
APPROVED
SullHCT TO CORReCTIONS NOTEO
SAC IHOUSHilES. INC.
32J6-C FITZGERALD no.
RANCHO CORDOVA, CA. 95742
PH: (800) 77 1-- 3055
;::~:~J"'O' ~o.:S ',lU' .0"111", l'e eor "1)Pr'U..... anr otnJ..d~" .,
"~\}lJjoI7(7nL'rorn It'ql...r<"'''.,UI t.lf o,:)"U(<1bl. Sr.a.. f..,...... '-lI.,d
SI<.IIQ Q' Coll'Qr"IQ
l)"p.~.ulmOfl' Qf HOIJs.JI\fJ .,..,d Cl(lrn'nu,,'t,. De..~lop.....^,
~2-~;? ()f~ ......,D STANDARDS
8~~/~.. .,~
ato_.(~~__
hignotur<<.oJ
.SPA NO.____e:z:~.:/~C
PACIfiC CONSULTING ENGINEERS
2150 BELL AVE. SUITE 145
SACRAMENTO. CA. 95838
PH: (916) 564-6028
'''''5 Plan Approva' E.pires.. t?~/9'~
~
THIS TIE-DOWN SYSTEM
MEETS THF Rf.OUIRCMENTS
OF SECTION I :B6.3
SU8SECTION (0)
.Jt~/29/2005 10:18
3503859254
PRESTIGE
PAGE 02
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AT I!ACW 1lf0l! a' OOOR OR ~
~ OVER ..... I( 6Ioeuw.L ~
-'U. ra:KJF LO~ teEE NOlE ~I
I
SUPPORT PLAN - DOlBLE WDE
NOTES:
1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN
OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0.,
2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN.
REFER TO THE ENCLOSED .CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER-
DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS.
3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS
OVER 48- WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS. USE 30 PSF PIER
SUPPORT TABLE.
LEGEND:
.1; CHASSIS PIER SUPPORT PER -TABLE I SUPPORT SCHEDUlE-.
II. PERIMETER PIER SUPPORTS PER -TABLE I SUPPORT SCHEDULE-,
1%1: RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO.2 ABOVE
REFERENCE -TABLE II RIDGE BEAM SUPPORTS- SCHEDULE.
181: MATING LINE BEARING WALL PIER SUPPORTS
PER -TABLE III . SUPPORTS ^ T tot A TlNG lINE- SCHEDULE.
1 : TYPICAL TIE-DOWN PER SHEETS S-20 &. S-21
104
._ilj/29l2005 10: 18
3503859254
PRESTI GE
PAGE 03
/
. -. .... .'
."T ABLE -II iRi[)GE~'BEAM -:SUPPORTS - 20 PSF"R60FJ~OAD \
'. J>CAMPl..E QI~RA/'1
.. .. - ,"'"
~
~\~ __ !'OR !UI'"POR' -4" - W.... FOR!4.P'f'ORT "C-
O ~ 1 1
Is: *Cae ~~-\l ..... .....:=:i- .... ""'l~
!= .
!I~ ~T ".- I ~ -eo I l\U~ "C.
I;' I
~ ___ .--~- w
;r\~ "T7
81~ ! I
eEAIIlING IllA.L..,j I
1 I foII"AN I'OlII ~ -eo
iJ: .~
-
. FlIDGE BEA" SuPPORT PlEAS ARE REOUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MA TlNG LINE
THAT ARE GREATER THAN 3--0".
. TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAICE THE SUM OF TME DISTANCES TO
ADJACENT SuPPORTS (SEE EXAMPLE DIAGRAM ABOVEI
. RIOGE BEAM SUPPORT PIER LOCA liONS VARY WITH EACH INDlVtOUAL FLOOR PLAN. REFER TO .CARPET LAYOuT
AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITV REOUIREMENTS.
T ABLE I RDGE BEAM ~ORTS - 20 PSF ROOF LOAD
SOIL '0' WIDE '2' WIOE ,.. WIDE
SUPPORT
CAPACITY BEARING MAlelMUM REOUIAED MA)UMUM REOIJIAED "A'''MUM REOUIRED
IPOUNDSI CAPACITY SPAN ~OO TING SPAN FOOTING SPAN FOOTING
IPSFI Il=EE TI AREA (FEET! AREA (FEET! AREA
1000 '3'-0. 288 ,0'.6" 288 9'.&- ~88
.---
2000 ,SOO 13-.0" 192 '0',6- 192 9',6- '9~
2000 '3',0' '''.. '0' .6- '4" g'.6" I."
'000 16'.0' J60 1)",0' 360 ,2'.0- 360
-,-
2500 '500 16',0" 2.0 '3',0- 2.410 ,~'.O- 2...0
2000 IS'.O. 160 lJ',O. '80 I~'.O- 180
'000 25',6- 516 2" "6" 516 ,g-.O" S16
.-
.000 ,~OO ~5',6- 384 2'- .6- JU 19',0" 36"
2000 25'-6- 288 2".6- 288 ,g'.O' 288
'000 ;)2',0. 720 26',6' 120 24'.0" 120
-
5000 1500 32'.0" . 480 26'.6- 480 24',0' ..ao
2000 32'.0' 360 26'-6" 360 :;1....0- 360
1000 31" -6- 864 32'.0' 86.. ~8' .6" 864
1500 -
6000 38'.,- 518 32',0. 516 28'.6" ~i76 .
2000 )8'.6" "32 32',0' ,-
e32 28'.6" ")2
1000 .u '.. . 43'-0. 1152 37'.6" 1152
-
8000 ISOO ... ... "3',0. 161 3".6- 1G6
2000 .". ... . .3'.0" ST6 31',8- 576
c;) tQ()HSS'O~"1
l'Q!f.S. ~....~r,).~ ,.OSEPIj 'oft;...
I PIER SuPPO~TS ARE NO' AEOUIRED UNDER BEARING WALLS AT THE MATING lINE ~ ~ t:>~~.,
FOR 20 PSI= AOOF ,-OADS ~ 0 .p '.
- NO,
2 REOulRED FOOTING AREAS ARE SHOWN IN SOUARE INCHES ,~ tt: CO::;01~ I
3 UNI' WIDT~S '0" WIDe, 12' WIDE, AND ,.' WIOE REPRESENT wID'H O~ UNIT AT EACH * flp!..
SlOE OF THe MA TI!'fG LINE: WHERE UN!' WID THS ARE UNEOUAL. USE THE r ABUlA TED Ea..~ /'
IIAl,uES "OR THE LARGER FLOOR seCTION WIDTH ,
... ,...E MAXI"-UM LE"'GfH fO WIDht RAflO FOR FOOTINC PAOS IS 25' J'r.. CIV\l ".' .
"'E O~ C,l.~I~~'
24
I.
. ,'t,,:,...
. ,J'
0- ,< .._. .._ ~.. __ ...'_ _ ._"_.. . _ ..
<< . .'. /':: . ,~
......\ ,,'.
....... '.'.,. ..,............ ,~-". ~." -
-- -
:= I LE ~",k,. ':"4:, 0:;:0 ' '~J'~ 11: 4f:;
I [I : T TTERH[lLEYTERP I :-:,b; I tl1(
FH~<: 1:;t;(7):>4':",11:;
SAC IND. CONCHETE TIE J)OWN ANCHORS
-~-=:-_._----- -"~.'.._.." .
)~"""""~
~ '~.;; / '))'--0"-
~9///~~7;'C<,
/ .' //
,--./' <./ -:.... 116005
#7000 ~7001 fi7002
~ J-_
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... .
',;~
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e
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Q U;j "'~~
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jJ4002
,
F'HI~E 2
//
r
.kQtl CRETE TIE.=llQ.~
- -.
.' . -. . 'IT11J}' '. '. . '. . .,!
, . . U~ - - -,,:;
Jy>,--,~: J
,~- / ~
// sloe VIEW -
(..' 'L..Ll.M.M....C II ASSIS
"::U: "1' fJf.AM C!-lASSIS NOle 115
SHEcr !II rOR TIE OOW', INFO.
DI<ILL 9/16" HOLE A.T MID H(/GHT
OF I;l(AM ANO INS1 ALL . ,
1/2" 4307 BOU 1'~
-"' '1
(TYPICA,-) '-"'" " - - ~ ~ r~"',
. -' ] . ... .... ~ -,. ::
-.-- .' . ;..-. -' - . j, - .' -~,~,
t; ~r. -- _. \ ~:I- .. l .J
:: ~, .,;." "...." -' ..
II. ~-
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./ SIDE VI[W
/ "RFC"~_.nEAM C;~lS
:SEE "1" [JC.At.! I..HAS"I~; NOT[ 1/3
~11r.f:T /i1 I'OR TIE DOWtj Itll'U,
- - -.. "]
r"' -- - - 'OJ
\ ,
( I
I ..- S:='~,,:' .. (
~'-
I 1\ \
I' ~ ~
" \,
" . \
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.' " \ '.
#6003 U6004
lNSTALL.ATION IN.:sTR!JCTIQNS
~~CONCRETE - #60.Q,:j
1. CONCRETe MUST BE A MINIMUM 3 1/2" THICK AND IN GOOD CONDITION,
2, MINIMUM SLAB AREA or EACH ANCHOR IS 28 SQUAPE FEET.
3, ORIL.L PROPEI~ SIZE HOU:: IN SLAB. A MINIMUM Or' 12" FROM ANY SIDE.
4, EXPANSION BOLT IS 5/8.' )( 3 1/2" WITH MINIMUM 2 :5/4" EMBEDMENT AND
6.180 POUND PULL OUT., 7.160 'POUND SHEAR: .
li'1L_c.Q1:!..C.RUL::..~ Il.fiQ.Q4
1. PLACE CONCRfT[ AtKIIOR IN' 0 WF,T CONCHETE, ANG ALLUW ~o PROPER\."( CURE.
_. ALTEriNATE CONNECTION REQUIHES /f5 RESM, PROPERLY !::M8EDDCO IN CONCReTE.
~t1.AS.S1S... CON N [CI.I.Qtj
ATTACH STRAPS TO CHASSIS ilEAM IN MANNCR SHOW~<.
2.. IF ANGLE OF" SIDE STRAP IS GHEATER THAN bO'. STRAP CONNECTiON CAN BE
MADe FROM ANCHOR TO OPPOSITE CHASSIS BEAM.
3, INSERT STRAP THROllGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN
80LT UNTIL STRAP IS SNUC,.
S'DE VIEW
'- OR
"-
~,
/< '..-- '\.
~,.\
,",I,.: 'II~: ~'~":,-
"'~"""""n
.~.: . -.';";",:--:-::
1,.. ". ,.,',
t.. '. 'I "', I
'~0-~.;~--_':'
AtTERNATE
CONNECTION
"'1,"'
~J'~
" " L \ \
I , \ "
l;ND TIE. DOWN
END VI(W
.CONJJ~A(~T.QHS ~EHTJ.EJCA:rJJ)N
1 CERTTF'Y THAT I I-jAVl<; INSTALLED TILE SAC IND., INC. ANCHORING SYSTEM AS
PE:H THE INSTALLATION INSTHUCTIONS 1 HAVli: MADE NO MODIF'ICATJONS TO THE
Af'.:CliORING SYSTEM OR '1'0 THE BUILDING STRUCTUR8
COMPANY NAME: .-_..__.____.._.__..__ CONTJ<^CTORS LiC,I! __.....
FILE ,.J,:.. ,:.4r, 0:::;0 ' ':(1 11: 4t;
I D : T :rmRHDLEYTERP I (:;E~: I t"Jr:
~'HI;E 4
SAC IND. ~ STABIL-X DR-LYE,. TIE DOWN_ ANCHORS
\~o,.~
/'" / "'J
~V~
J' /^-.,,;.., ~. /~:< '~., . /....:..J( '.
./ / /.
~.,., /'/ ./
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, ~ /:
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1/6005
117000
1/7000 Qr li7(1)1 (7;"'-
, <rm "'^"~\~~
1/601:'> Si'AI)j'-[-X \\ /
ORI"I:: ANCHOI~ , \\
GflOIJl~D LIN E -,," \ \
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I</"'<~~ .
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1/'
(/ 116002
SEE NOTE 1J7
AND NOTE 118
DEI AIl,,"A'"
FH><: L:f;07:~f:;4':,lC
~ l,
~~ ~
~'~l;'~'
~:;"_..'
.. .
,
1/7001
1/7002
114002
fj4001 PIER CfllI.SSIS -"~~,~ ; : ~-.-,-.- ~:~~
(JOLT-ON TOP -........ _ _ _ '. ~.. _ _ :.'-;.-';'" ~
l7~~~~L f. ~~-: -i'-;..~;O'~~ 7' STELL
'SlRAI' ~T STIIAP W!DlJCI<L(
w/H<.JL( --. ~ -
-".. '-'. / .sd:~ ,,600~ SPLIT
if' l~ 'Ou · NO'
/'~'.I/~ ".'.'i'~"
. ". '\\
ST ABIL ~.J.lli.IYJ:;.."11E...D.Q..~.N
.sELQEl~u.._':A:
IN;;?TA.LJ..ATION INSTHUCTTONS
1. CO.f:l.H(~b..l.QB_~...wAHI:I.JHC; GIECK FIRST FOr? UNDERGROUND UTILITIES.
2, DRIVE STABIl.lZER PLATE I~JTO GROUND.
3. DI~IVE CROSS RODS THROUGH HEAD TUBES INl"O SOIL AS SHOWN.
'1. ATTACH $TI~Al-JS TO CHASSIS BEAM IN MANNER SHOWN.
~1, IF ANGl.E OF SIDL Sn?M' IS GI~EA"I'(H THEN 60', STRAP CONNECTION CAN BE
MADE f-ROM ANCHOR TO OI~POSITE CHASSIS B[AM.
b. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF ExCESS STRAP AND TIGHTEN
GOLT UNTIL STRAP IS SNUG.
7. #6002 ~CHOR CAN BE USED WHERE HARD or ROCKY SOIL OCCURS. IF THE
GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2" ASPHALT, USE STA811.-X
ANCHOR OR ENCASE ANCHOR WITH 12")( 1 2" x 12" CUSE or CONCRETE.
8. WHEN 1/6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR -- (2) ANCHORS
MUST BE USED AT THAT LOCATION,
WINO= 15 psr - 70 MPH EXPo 'C" - SflSMIC ZONE 4
(...___'___.n. ... .........._.__...__.-...._.....~... .,. .....----..------1
Id.:(~UIJWI) NUM[;EJ/ 01" COMllINI>:/J !\NCllor~~: ['Ol(
I:M.:II :3IDI: AN I) I-:N/) (II-' MANlH'/IC'I'UJH:IJ HOME:
['~~l~~-\:~:cI--:-~~:';~; ~=~-~-r-oSlDE -No. -or'ENDtT;T~:~~'~~~~~f:-
. ..'. . TIE DOWNS TIE DOW~I[ DOWNS
-'-:',',.'!.~_".: "..,:~"','. :::m,~;:-, n ~_. _ .=:,;_
':,II'-I(,lL (.)'-.38" 2 2 8
T..Q~~l~Jj1.. ~1~~t1~~~~'=:--~~.i.-~'~= .==1'... .... .l..~:. ....--l. ~~=_.'''.
' [:')01 JI~I f' t.._Q..:..--],8' _...___~_n___[__._4 ~." . ...._.~_}
WliJr 38'-57' 3 4 1 J
..!-i!_ :....~.~8._....~~.. ::I~..7.,...:::L~';"_ =",,~--~,~=d="'=~EE4." ....- ..-....38...-.. iK.~.=.-~..~
~JPL [ r 0'- .31:1' 2 ~=,,""~ is 1 6
L.l~ ~;.~~ ljt~~ti~' .--.-.... ,-i,-..=-.----~- .n_,,:~~ ~=~ .~.~ _ _.~..
WIND=25 PSF -- 85 MPH EXP. "c" - SEISMIC ZONE ..
iiTl~VJTR F LI....iJlT~iijii;"ji-6T;:;-c(J M J JI'N-i;j)'-A N C [I 0 HS ro R .-j
I. FM;H ~!f)F; IIND END 01" MMJlJl'ACTlJHED HOME
[;~T~:~~ :"~Z~Gr~"'rf.I~'g~~~-~IE' g~j~g li?r~^~')-~~jf
$1 NGLE ('r:::38~ ",.~~~~=. 2 1 4
WIDL"j"8-;-:-~--"-6 I 2 16 --
TO 14' .2.?'~.-?8'. . .... ~ ...... +:=.--T--n ""'70'---'
~~~~"--,.'""''''.. ."......-.~=~"'---"'-l.~-"=
~~li~~J3~:=~r-- ~ ---.T--..----.!....-.~~"..~..~~___
TRIPlr='H~.=O~.38. s 6 22
WID E 38' ,- 5 7 ' -.~_.-..- -------"6--n- ----- 24 --.-
.,r 9..4 ~L~ _.~..j;::-Ta.- .--..-.--8.---' --'6--"- --""'"2'13--"-
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I
OLYMPIC PENINSULA TITLE COMPANY
319-A S. Peabody
Port Angeles, W A 98362
(360) 457-4451 (800) 488-0865
Fax: (360) 457-4525
OLYMPIC PENINSULA TITLE COMPANY
319-A S. PEABODY
PORT ANGELES, WA 98362
495 W. Spruce, P.O. Box 1479
Visit us at: www.olypentitle.com Sequim, W A 98382
(360) 683-4179 (800) 488-0864
Fax: (360) 683-2774
Order No.: 01082014
Reference: WILSON
WILHELM/BAAR
Prepared For:
For Service on this order call:
OR, send E-Mail message to:
KAREN L. WAHLSTEN at PORT ANGELES office, Ext. #1005
karen@olypentitle.com
SCHEDULE A
EFFECTIVE DATE: APRIL II, 2005 AT 8:30 A.M.
1. Policy or Policies to be issued:
ALTA OWNER'S STANDARD POLICY
(10-17-92)
Proposed Insured:
PERSON, AND CRAIG
AMOUNT
$ 47,000.00
Premium $ 284.00*
Tax $ 23.55
RACHEL M. WILHELM, A SINGLE
D. BAAR, A SINGLE PERSON
*SHORT TERM RATE
ALTA LOAN POLICY
(10-17-92)
Proposed Insured:
FIRST FEDERAL SAVINGS & LOAN
ASSOCIATION OF PORT ANGELES
$ 35,250.00 Premium $ 225.00
Tax $ 18.68
Total
$ 551.26
2. Title to Fee Simple Estate or interest in said land is at the
effective date hereof vested in:
DONALD D. WILSON, AS HIS SEPARATE ESTATE
3. The land referred to in this Commitment is situated in the
County of Clallam, State of Washington, and described as
follows:
LOT A OF VAN GESEN SHORT PLAT, RECORDED APRIL 12, 1999 IN
VOLUME 29 OF SHORT PLATS, PAGE 8, UNDER CLALLAM COUNTY
RECORDING NO. 1999 1027657, BEING A SHORT PLAT OF LOTS 8, 9 AND
10, BLOCK 369, TOWNSITE OF PORT ANGELES.
SITUATE IN CLALLAM COUNTY, STATE OF WASHINGTON.
END OF SCHEDULE A
(j'oa'~_
$~~~
D8
"Iii. r .."iI'"
CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
~21 EAST 5TH STREET. PORT ANGELES. WA 98~62
Appllcatlon Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application type description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
05-00000320 Date
081600
1138 W 12TH ST
06-30-99-0-3-6910-0000-
RES MANUFACTURED HOME
6/28/05
RS7 RESDNTL SINGLE FAMILY
80000
Owner
Contractor
WILHEIM, RACHEL M/BAAR, CRAIG
565 HULSE RD
PORT ANGELES
(360) 417-9187
Other struct info
WA 983629219
PRESTIGE PROPERTIES
'261533 HWY 101 EAST
SEQUIM
(360) 681-3094
LOT COVERAGE
LOT COVERAGE
INC
WA 98382
TOTAL %
EXISTING
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
18.00
1.00
7000.00
1296.00
2196.00
...........
~
~
Permit . . . . .
Additional desc .
Permit pin number
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
RW BECKER/MOBILE ONLY
51615
RW BECKER ELECTRIC
78.70
6/28/05
12/25/05
Plan Check Fee
Valuation
.00
o
l
Qty
1. 00
Unit Charge Per
78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
Special Notes and Comments
Building address sign shall not be less than 6" & not more
than 12" in height. Numbers colors must contrast with wall
color they are mounted on. (Ord. 14.36.050-E)
When roof gutters are installed, drains will located in dry
wells or piped to approved storm drain locations.
Manufactured home must be pit set so that no more than 12"
of skirting is visable above grade.
05/12/2005 04:14 PM SROBERDS ---------------------------
The proposal will result in a mfg home in the RS-7 zone for
total lot coverage of 18%. No land use issues are noted.
Electrical Load calculations and elctrical permits are
required.
Connection fee required $410.00
Customer service wire to be underground in conduit.
Sidewalk to City standards required along 12th street for
school walking route.
"
\J
'i
\A
~.!
Other Fees
RES OVERHEAD SERVICE FEE
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
410.00
745.00
4.50
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 78.70 78.70 .00 .00
Plan Check Total .00 .00 .00 .00
COMMENTS/ACTION NEEDED
ELECTRICAL PERMIT INSPECT,ION RECORD
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE" IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED . COMMENTS
YES NO
VlfCH
IU....1 TnH_IN I CUVbR
~~K VICE
1'1NAL I I I
GENERAL COMMENTS:
PW.II02.1S (4196]
'~
"Iilr..i""
CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
nl EAST 5TH STREET. PORT ANGELES. WA 9R~62
.
Application Number . . . . .
Application pin number
Other Fee Total 1159.50
Grand Total 1238.20
05-00000320
081600
1159.50
1238.20
Page
Date
2
6/28/05
.00
.00
.00
.00
COMMENTS/ ACTION NEEDED
ELECTRICAL PERMIT INSPEQ'JON RECORD
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE
DATE
COMMENTS
NO
GENERAL COMMENTS:
PW.II02.I~ (4196)
~n 09 05 10:36a
{1P' "9 ~
(V ~
~Electrical Contractor [J Owner ~'":;"'~~i
o Annual Permit 0 Alarm D Carnival 0 Commercial
R.W.
and F.L.
Becker
360-683-6104
p.1
ELECTRICAL WORK PERMIT APPLICATION
3~st Inspection
o Residential 0 Residential Maint. 0 Signs 0 Thermostat 0 Telecom.
Installation description
Job wired by ~lectrical Contractor CJ Owner
ical ,\ontr~or name License number
vV bc-c~6n..- t-UbC-a ~ 06
Purchaser's mailing address
Is-.'S "L n V/./)L GU"-O~P i!.,t)
City State ZIP
~U(~
E
1!~r"P'J1n /2 uLc,'T
Cil It-T7l /l.-X ez-es.
/A/5n-f-~ ~
Jfl/77!NG ~6"
j'f,uy#t1
o
19bL7
I,-~
Ok
~
v- OIS
~/C- - F~
LOC-4-~
oV
,
,
Or ~P'6/c-- ri1-c-,...,;rA
S c J.k;7tJ L-
J hereby certify that I am the owner of Ulc above named property or a licensed
electrical contractor (or the finn's authorized agent) and am making the electrical
installation or alteration in compliance with the clectrical!aw, Chapter 19.28 ReW.
CJ Credit Card
CJ Cash CJ Check #
Discover
VIsa
Mastercard
x
Expiration Date
of card
Card# ---1JH..._.eL~-____-____
$'
Signature
"'--
WALLS
Insulation Only
Dale Approved B)'
Cover
Date Approved 8y
"
CEllJNG
Insulation Only
Dale Approve.! Uy
Cover
Dale Arrrovw Bf
THERMOSTAT
Due .'ppro,'cd By
DITCH
D;ilc Ap~rtI,'ed By
/ SERVICE "
bJj/n..- Ac0
\. ' 0 Approved By
/
FEEDER
Dalc Approvcd By
Electrical Load Additions and or subtractions
o NO LOAD CHANGES
o Baseboard KW
o Furnace KW
o Heat Pump Ton LAA
o Fan-Wall KW
o Overhead Service
o Temp Service
o Underground Service
Inspection
Date
Area, Building or Equipment Inspected
(p ~
5
Service Information
Voltage
PhaseQ103
Service Size:
Feeder Size:
Action Taken
Electrical
Inspector
jm4?~
dz.