HomeMy WebLinkAbout1206 Rook Dr - Building
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
~21 EAST 5TH STREET. PORT ANGELES. WA 98~62
Application Number
pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
Property Use
Property zoning . . .
Application valuation
05-00000142 Date
.827532
1206 ROOK DR
06-30-14-3-1-9120-0000-
RES NEW SFR
3/23/05
RESIDENTAL SF 9000
RS9 RESDNTL SINGLE FAMILY
242891
Owner
Contractor
JONES, D. M. /JANET
1114 W 9TH ST
PORT ANGELES
(360) 457-1320
Structure Information
Construction Type
Occupancy Type
Other struct info
WA 98363
ANDERSON HOMES LLC
618 SOUTH PEABODY
PORT ANGELES
(360) 452-4641
3171SF SFR W/ATT 940SF GARAGE
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
CONSTRUCTION TYPE
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
WA 98362
11.50
V-N
permi t
Additional desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL TEMPORARY SERVICE
SHAMP/ 60 A TEMP SVC.
SHAMP ELECTRICAL CONTRACTING
42.20 Plan Check Fee
3/23/05 Valuation
9/19/05
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1. 00
1. 00
33206.00
3820.00
3820.00
1. 00
----------------------------------------------------------------------------
Qty
1. 00
unit charge Per
42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR
Extension
42.20
----------------------------------------------------------------------------
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.
Call for cover inspection for all sprinkler installations. A
full acceptance test will be required for all fire alarm
systems.
New subdivision outside the four minute response time shall
be equipped with a residential sprinkler system that is
installed and maintained in accordance with Uniform Fire
Code(UFC) and National Fire Protection Association (NFPA)
standards.
The proposal will result in the construction of a new s.f.
residence in the RS9 for total lot coverage of 12%. No land
use issues are noted.
Electrical load calculations and elctrical permits are
required.
$713 Connection Fee Applies.
Any modifications to the electrical facilities will
COMMENTS/ACTION NEEDED
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CITY OF PORT ANGELES
PUBLIC WORKS - UTILITIES DIVISION
321 EAST31HSTREET, PORT ANGE:bES, WA 98362
Application Number
Appl~cat~on pin number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application type descript~on
Subd~v~s~on Name
Property Use
Property Zoning . .
Application valuation
Owner
JONES, D. M. /JANET
1114 W 9TH ST
PORT ANGELES WA 98363
(360) 457-1320
Permit . . . . .
Additional desc .
Permit p~n number
Permit Fee
Issue Date
Exp~rat~on Date
06-00000822 Date 7/28/06
094258
1206 ROOK DR
06-30-14-3-1-9120-0000-
DOUGLAS JONES
PLUMBING REPAIR
RESIDENTAL SF 9000
RS9 RESDNTL SINGLE 'FAMILY
2000
Lasered
CED
Contractor
OWNER
PLUMBING PERMIT
83600
57.00
7/28/06
1/24/07
Qty Unit Charge Per
Plan Check Fee
Valuat~on
.00
o
BASE FEE
1.00 7.0000 ECH PL- EA LAWN BACKFLOW
Extension
50.00
7.00
Fee summary Charged Pa~d Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 57.00 57.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 57.00 57.00 .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 ..construction or the .performance of
constru tion. t:..c 7r~~h
of Contractor or A th Date Signature of Owner (if owner is -builder) Date
T:\Policies\II02.15R{1I0S]
BUILDING PERMIT - APPLICATION
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
Applicant or Agent:
Owner: OL G LA- S M
Address:J'2 0 Cc (~~~(<( rw€-.
Phone:
Phone: ~ ~O ~() l( () 22 V
Zip: 96 3 C L
Architect/Engineer:
Contractor
Phone:
State License #:
Exp:
Phone:
Address:
City:
Zip:
ZONING:
PROJECT ADDRESS:
LEGAL DESCRIPTION: Lot:
CLALLAM COUNTY PARCEL NUMBER:
Block:
Subdivision:
SIZEN ALUATION: JJ
SF. @ $ /SF. = $ ''-L ~ co
SF. @ $ /SF. = $
SF. @ $ /SF. = $
TOTAL VALUATION $
L .4 N ~ S c. A-6> eo vJ 4T~/~ /~'5 .5 "1 s7bu..
TYPE OF WORK:
D ReSIdential D New Constr. D Re-roof D Stove
D Multi-family D AddItIon D MoveD Garage
D Commercial D Remodel D DemohtIOn D Deck
D Repair D SIgn D Other
BRIEF DESCRIPTION OF THE PROJECT:
B4 c.-C< ~ I ~W f> .i:L ~ \..Je <'dr!l 'c N
COMMERCIAL/RESIDENTIAL: Occupancy Group:
Occupant Load:
& Proposed Sq. Ft.
ConstructIOn Type'
= TOTAL Sq. Ft.
No. of Stories: Lot SIze:
Total lot coverage
Existing Sq. Ft.
%
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:
PLANNING USE ONLY:
ESNW etland(s): D Yes D No SEP A Checklist required? D Yes D No Other:
VALUATION OF CONSTRUCTION. In all cases, a valuation amount must be entered by the applicant.
This figure will be reviewed and may be revIsed by the Budding 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: Ifno pefilllt IS Issued within 180 days of the date of applicatIon, tlte application will expire. The
Building Official can extend the time for action by the apphcant up to 180 days upon written request by the apphcant (see Section
R105.3.2 of the International Buildmg/ResldentIal Code, 2003). No apphcatIOn 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 required ,not the City's, and that I
must obtain such permits prior to work. ~ (' r
T \FORMS\BldgPenmtAppl wpd Applicant: ~~ at ,{,~ , Date: 7- 22.. Z(fJ~ c:
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
l21 EAST 5TH STREET. PORT ANGELES. WA 9R~62
App~lcatlon Number
Appllcatlon pln number
Property Address
ASSESSOR PARCEL NUMBER
Appllcation type descriptlon
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
JONES, D M /JANET
1114 W 9TH ST
PORT ANGELES
(360) 457-1320
Structure Information
Construction Type
Occupancy Type
Other struct info
Permit
Additional desc
Permlt pin number
Sub Contractor
Permit Fee
Issue Date
Expiration Date .
7/12/05
05-00000142 Date
827532
1206 ROOK DR
06-30-14-3-1-9120-0000-
RES NEW SFR
RESIDENTAL SF 9000
RS9 RESDNTL SINGLE FAMILY
242891
Contractor
ANDERSON HOMES LLC
618 SOUTH PEABODY
WA 98363 PORT ANGELES WA 98362
(360) 452-4641
000 000 3171SF SFR W/ATT 940SF GARAGE
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL_% LOT COVERAGE
CONSTRUCTION TYPE
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
11 50
V-N
1 00
1 00
33206 00
3820 00
3820 00
1 00
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ELECTRICAL NEW RESIDENTIAL ~
SHAMP/ 4111 SQFT SFR
53512
SHAMP ELECTRICAL
213 40
7/12/05
1/08/06
00
o
~
CONTRACTING
Plan Check Fee
Valuatlon
Qty
1 00
6 00
Unlt Charge Per
73 0000 ECH
23 4000 5C
EL-R-SQFT FIRST 1300
EL-R-SQFT ADDITIONAL 500
Extension
73.00
140 40
~
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Permit
Additional desc
Permit pin number
Sub Contractor
Permit Fee
Issue Date
Explratlon Date
ELECTRICAL NEW RESIDENTIAL
SHAMP/ REMOTE METER
53710
SHAMP ELECTRICAL
11 40
7/12/05
1/08/06
CONTRACTING
Plan Check Fee
Valuation
.00
o
Qty
1 00
Unit Charge Per
11 4000 ECH EL-METERS REMOTE INSTALL
Extenslon
11 40
Special Notes and Comments
BUllding address sign shall not be less than 6" & not more
than 12" In helght Numbers colors must contrast with wall
color they are mounted on (Ord. 14 36 050-E)
When roof gutters are lnstalled, dralns wlII located in dry
wells or piped eo approved storm draln locatlons
Call for cover inspection for all sprlnkler installatlons A
full acceptance test will be required for all fire alarm
COMMENTS! ACTION NEEDED
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
'\21 EAST 5TH STREET. PORT ANGELES. WA 98:l62
Applicat~on Number
Application pin number
05-00000142
827532
Page
Date
2
7/12/05
Special Notes and Comments
systems.
New subd~vision outside the four minute response t~me shall
be equ~pped with a residential spr~nkler system that is
installed and mainta~ned in accordance with Uniform F~re
Code (UFC) and National Fire Protection Association(NFPA)
standards
The proposal w~ll result in the construction of a new s f
residence in the RS9 for total lot coverage of 12% No land
use issues are noted
Electrical load calculations and elctr~cal permits are
required.
$713 Connection Fee Applies
Any modificat~ons to the electrical facilities will
be at the customer's expense
Other Fees
RES UNDERGRND SERVICE FEE
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
713 00
745 00
4 50
Fee summary Charged Pa~d Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 224 80 224 80 00 00
Plan Check Total 00 00 00 00
Other Fee Total 1462 50 1462 50 00 .00
Grand Total 1687 30 1687 30 00 .00
COMMENTS/ACTION NEEDED
ELECTRICAL PERMIT INSPEq',10N RECORD
f CALL 417J735 FOR ELECTRICAL INSPECTIONS. P~EASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER.
I INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
I' INSPECTION TYPE
I'
I,
DATE
COMMENTS
NO
I
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I
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I
GENERAL JMMENTS:
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Permit MECHANICAL PERMIT
Additional desc
Permit Fee 97.95 Plan Check Fee .00
Issue Date 3/15/05 Valuation 0
Expiration Date 9/11/05
Qty Unit Charge Per Extension
BASE FEE 47.00
1. 00 14.7000 ECH ME- INSTALL 100- FAU 14.70
5.00 7.2500 ECH ME-VENT FAN 36.25
Application Number
pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
05-00000142 Date
.827532
1206 ROOK DR
06-30-14-3-1-9120-0000-
RES NEW SFR
RESIDENTAL SF 9000
RS9 RESDNTL SINGLE FAMILY
242891
Owner
Contractor
JONES, D. M. /JANET
1114 W 9TH ST
PORT ANGELES
(360) 457-1320
Structure Information
Construction Type
Occupancy Type
Other struct info
ANDERSON HOMES LLC
618 SOUTH PEABODY
PORT ANGELES
(360) 452-4641
3171SF SFR W/ATT 940SF GARAGE
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
CONSTRUCTION TYPE
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
WA 98363
Permit
Additional desc
Permit Fee
Issue Date
Expiration Date
PLUMBING PERMIT
167.00
3/15/05
9/11/05
Plan Check Fee
Valuation
Qty Unit Charge Per
BASE FEE
13.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP
1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE
1. 00 15.0000 ECH PL- EA. BLDG SEWER
1. 00 7.0000 ECH PL- EA.WATER HEATER
3/15/05
WA 98362
11.50
V-N
1. 00
1. 00
33206.00
3820.00
3820.00
1. 00
Y\U-"S
c.s
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17-f 4: ! 0\---
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Extension
47.00
91.00
7.00
15.00
7.00
~
Permit BUILDING PERMIT -RESIDENTIAL
Additional desc
Permit Fee 1818.05 Plan Check Fee 727.22
Issue Date 3/15/05 Valuation 242891
Expiration Date 9/11/05
Qty Unit Charge Per Extension
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 construction or the performance of
OO':'",CUO/,II
~ 0'5-/5-01:;
Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date
T:\Policies\1102_15 building permit inspection record05.wpd [1/412005]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS, CALL 417-4735 FOR ELECTRICAL INSPECTIO,NS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE 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
YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION 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
FRAMING
JOISTS / GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS / ROOF / CEILING
DRYWALL (INTERJOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING I
MECHANICAL
HEAT PUMP/FURNACE/DUCTS
GAS LINE
WOOD STOVE / PELLET / CHIMNEY
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING / SLAB
BLOCKING & HOLD DOWNS
SKJRTING
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
PARKING/LIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R.W./ PW/ CONSTRUCTION - R.W.
ENGINEERJNG 417-4807 PW / ENGINEERJNG
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
-
T:\Policies\ 11 02_15 building permIt inspection recordO,.wpd [1/4/2005]
Ofi:'f'ORT~
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, W A 98362
Application Number
pin number
05-00000142
.827532
Page
Date
2
3/15/05
Qty
Unit Charge Per
143.00
BASE FEE
5.6000 THOU BL-100,001-500K (5.60 PER K)
Extension
1017.25
800.80
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.
Call for cover inspection for all sprinkler installations. A
full acceptance test will be required for all fire alarm
systems.
New subdivision outside the four minute response time shall
be equipped with a residential sprinkler system that is
installed and maintained in accordance with Uniform Fire
Code (UFC) and National Fire Protection Association(NFPA)
standards.
The proposal will result in the construction of a new s.f.
residence in the RS9 for total lot coverage of 12%. No land
use issues are noted.
Electrical load calculations and elctrical permits are
required.
$713 Connection Fee Applies.
Any modifications to the electrical facilities will
be at the customer's expense.
Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
745.00
4.50
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 2083.00 2083.00 .00 .00
Plan Check Total 727.22 727.22 .00 .00
Other Fee Total 749.50 749.50 .00 .00
Grand Total 3559.72 3559.72 .00 .00
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 construction or the performance of
construction,
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
Date
T:IPoliciesll 102_15 building permit inspection record05.wpd [1/4/20051
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 UNLA WFUL TO COVER, INSULA TE 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
YES NO
FOUNDATION:
FOOTINGS ;.J - q - ,'J <::' J 1)...
WALLS ij~/t{-05 Rv
FOUNDATION DRAINAGE / DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING .sh(!>U-'e.t- P~Y> 9-~-OS J)..J-
UNDER FLOOR / SLAB
ROUGH-IN -&1, sf Ot:J 1vl-
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS 1. ( 1.-- -..' ( .I'-.L-
CEILING t.(~. [) \ f-(.. L..
FRAMING llo,dd<.u.;ns. ~) III /0-'7 .it- J.- ttP
JOISTS / GIRDERS ll.-1-0-OS ,J LL
SHEAR WALL/HOLD DOWNS 5' - lJ '(g; _J L L-.
WALLS / ROOF / CEILING f) -l2--C ('" ..:) vL-
DRYWALL (INTERJOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB , ,,/,q/tI( P t!Aili-llll'i
WALL / FLOOR / CEILING 7 /t0700 I ..:fl-V 111</'-',/
MECHANICAL -, -,
HEAT PUMP / FURNACE / DUCTS I
GAS LINE T;'I_ ""-'a:; V~(",
WOOD STOVE / PELLET / CHIMNEY -,
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING / SLAB
BLOCKING & HOLD DOWNS
SKJRTING
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
PARKING/LIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R.W./ PW/ CONSTRUCTION - R.W.
ENGINEERJNG 417-4807 PW / ENGINEERJNG
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417.4750 PLANNING DEPT.
BUILDING 417-4815 /.,.,//4/0 r ,fU- BUILDING
.\ . . \ 10 15 buildin ermit ins ection record05. d 11<1/2005
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03/22/2005 -15:41 FAX
~001/001
.... ':
,.(/1
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Ii'Electrical Contractor
~..
,).~ .
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DOwner '\............
ELECTRICAL WORK PERMIT APPLICATION
't:l Request Inspection
.
o Anbual Permit r:I Alarm a CarDival 0 Commercial ~ Residential CJ Residential Mslnt. 0 Signs 0 Thermostat D Telecom.
Job wired by
'tl Electrical Contractor 0 Owner
Installation description
EI~ctril;al contractor name
License number
l
11
()1..~BB.
Purchaser's mailing llddress
Jl, &,')(. 3R:S
City
J~.M~
T:lephone number
3(., -45.,-1
Slale Z[P
(,0-1\ . 9'1<~~
FAX number
S ,un-<-
--~
. 'llAH r(
Pr~ owner!s nllme
~t-JES
Addren of Inspettlon
I~~ ROO\L.~WIIIE
CH~O 12> wA. c. &3~'l...
-1u.o
o Cash 0 Check #
I hereby certify that 1 am me owner of the above named property or a licensed
elccmcal contractOr (or the firm's authorized 8@:cnt) and am milking the electrical
installation or alteration in cornpliane~ with the elec:cricallaw, Chapter 19.28 RCW.
o Credit Card Visa Mastercard Discover
Card# _--O:r:L--hLe.__.____"____
contractor or f:lu:tric.al administrator
Expiration Date
of card
tJ
~
\-
,w
"\0
.\):
/
/ WALLS
!n&u(ation Only
Dmle ^~provcd By
Cover
Dm\~ "rproved By
\.
CEILING
Insulation Only
DalC: Approvtd By
CO\'er
D.\~ ^pprov~d By
TIIERMOST.U
\. Dalc: Approved Ay
DITCH
01(; Appro"~d Dy
SERVICE
OtIC: Appr.:lved By
FEEDER
D~(~ ApP",v;d Dy
Electrical Load Additions and or subtractions
CJ NO LOAD CHANGES
o Baseboard KW
o Furnace _ KW
C Heat Pump _ Ton _ LAR
(J Fan.Wall _ KW
Service Information
o Overhead Service
o Temp Service
)( Un6'erground Service
,
Voltage
Pha.. CJ 1 I:l 3
Service Size: _
Feeder Slz.e:
Inspection
bate
Area, BuiLdins or Eq\J.ipm~nt Inspected
Action. Taken
"":'
.
\
i
(
..~
05/
ADDRESS
/..2.06
1E1L1E<CTrR~<CAIL ~INlS/PlIE<CT1b1M
W~~1r
417 -4!.35
PERMIT .
,.4:.u~N6
~--T.
INSPECTOR
.4cD
.;e....-v-.<.
.eel_ ,
APPROVED NOT APPROVED
o ................... DITCH ................... 0
o .............. ROUGH IN/COVER.. ...... ...... 0
o .................. SERVICE ..................;IS!
o .................... FINAL. . . . . . . . . . . . . . . . . . .. 0
CORRECTIONS NEEDED: fZ) S<<-/,/,,,.~ ~,.....y<>
,
..s-vc. .
@ ."oc)
("h'/'?.i /,v'
~ft h~-r
C!e;11V ~T
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(~ ft.//NA'V
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
OLYMPIC PAINTERS, INC. (360)452-1381
- DO NOT REMOVE -
~/t:~'1" m
~ 0021002
Job wired by
S
t.l
-
.. W
~~;;.o:i'-'"
~Iectrlcal Contractor
ELECTRICAL WORK PERMIT APPLICATION
DOwner
Imtal1atl0n description /
(J Commercial I3"llesidential
\
,
r
Electrical cOl\tractor nllme ~
5hCAWll;! 'E-!er f\C"'\
Purchaser's m iling ad TeSS
Y.O. tl,,1 'f ;<,~:l,
Cit)' .
_Pclt"t ~t', ks
Telephone num
I.
License number D~ce Ex.pires
<~I+rt(v\PH 1l:J."',P, ~
o New
D Altered/Addition
""1ft
FAX number
q~.?,i,,~
_J:h1l1 c., C',
8171
'2, ,ona
;<:',t. F+
~Q ~f
Stute ZIP
Prtmhc~ owner"s Ram"e
\'<\',\(.. \fc)'r\eS
A"ttress of inspection
\2..n 0 1~...-'2,j')n A /,;20 r-:
City
I'M"\- (\ V\!:l e Ipc.,
Phone nUh'lbtr to sch'1dule inspectinn:
91iJ
-
ill/
S 6l .?T
Owne,. as defined by RCW/9.28.26/:(1) Owner will nccup:v the uJ'lIcrure/oJ' two
years r1fier ,his elecrrical permit i, fil'la/i:ed, (1) Ow,.,er is ,.eq'Uin~d tu 111,.<; lJn t'lr:clricu!
COntractor if above said propeny is for .~aie, retl/ or lease,
Afler feuding the above statcment, I hereby certify that I am the o~er of the above
named property or II licensed electrical contractor. J 3m 11l31dng the electrical instal.
lation or alteration in compliance wilh the electric~llaw5, N.E.C" RCW, Chaptcr
19.28, WAC. Chapler 296-46:8, The City of Port Angcles Municipal Code, and
U riJity Specifications.
SlgnD,rure of uwner, electrical contracfor Of electrical administ,.alO"
o cash(b Check #
o Credit Card VlSa
')
Mastercard Discover
C~#________________
;J./.
Date:
Expiration Dale
of card
inspection fee
x
rJ
"'\)-
\ 'a.:-
\\
.' V1
'{)
Electrical Load Additions nd or subtractions II . ? lJ - ~ Sel'\llce Information
o NO LOAD CHANGES A.,,/J~ n ~
o Baseboard KW mC4t..e. n~ Vollage 1(0 z.o
CJ Furnace 12: K:W Q OV8rhBad Service Phase~ 1 Cl
Cl Heat Pump _ Ton _ LAA .0 Temp Service __ Service Size: -.",dOfJ-
f;I Fan-Wall KW .x Underground Servloe Feeder Size:
SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735
ROUGH-IN TIlERMOSTAl' SERVICE
A'lct.O
II'~ "'\pPN"~d ~y D~t~ A(1J.mvell Ry D~.c A\lllrtlv,d By
FINAL
D"'c
Approved By
DITCH
C5 k:o
Dille Approved Ely
FEEDER
.
Ulll~
Arpro"'~d Ih'
Cf61
Electrical
In.!ipector
l'
:. '
Inspel;cion
Dale
A.rea, Buildins (IT" Equipment Inspected
Action TaKen
I-
"
11 t
'~
rz:r
,# ,- /;1/
.
'tl
".
ELECTRICAL INSPECTION
WIRING REPORT
417-4735
I~
..5~
ADDRESS
/.2D h
L
4t<....
APPROVED NOT APPROVED
o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0
D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0
co"":oo~~. fC'; ~.. .c/=: /r
b 30 A w/#: If) ,efu)0 uV s.~L)
/
,;Y~~;:7LA-7"L: /YJ/N ~~<; -.77"3
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p~.A;/ <"It?,.f WInY .# B ~G- t.J//C.I!5,
CI-H'.A'P ~~/ h;f' .o~h'\/<6 /~
t!Y: /7',/--;a7S cfb::..t5 71&,(-2.73'7"
G r/77:h'vN />L.,f;NO ~-ZFY'l:
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
- DO NOT REMOVE -
OLYMPIC PRINTERS, INC. (360) 452-1381
r-
.~
CATE
A.DDRESS
LOlO~
[El~T~~CAl ~~S~IECT~a~
W~~~~G fRllEIP<O>IRlT
417-4735
PERMIT.
INSPECTOR
~
~C-
It!ov~
"eel
APPROVED NOT APPROVED
O___................DIT~......._......__.__O
>J<:f. . . . . . .. . - . -.. ROUGH IN/COVER _ _. .. . _. _ _ _. . _ 0
o .............. ~~-.. SERVICE .. _ . . . . . . _ . . . _ _ _ _. 0
o _ _ _ _ _ _ _ . . . . . . _ . . . . . . FINAL. . . . . . . . . . . . . . . _ . . _ _ 0
@ ""'A-K-"". - "7'"
~7?"A
@
(fJ
CORRECTIONS NEEDED:
(.0
h~
L-i/
.5~<4ce
~./-,--",p-/l
/,,{/
U/#z./ .
t/~
5; q;-1 .
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r~;,<'/,{-r' f
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A1-
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
OLYMPfC PRINTERS, INC. (360) 452.1381
- DO NOT REMOVE -
!'
DATE
7 - I - os
OWNER/CONTRACTOR
..5~
ADDREiz.tJ0
~ .(? . .'.'.
'..... ,. . ,
ElECT~AlINSPECTION
WIRING REPORT
417-4735
PERMIT #
0:5-- N?---
e~7?t
,e~ DL
APPROVED NOT APPROVED
X. . . . . . . . . . . . . . . . . . . . DITCH. . . . . . . . . . . . . . . . . . . . 0
D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0
D. . . . . . . . . . . . . . . . . . . . SERVICE. . .. . . .. . . . . . . . . . . . 0
D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . 0
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CORRECTIONS NEEDED:
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t:-d..<!.?;/!?~
fU,Ck~ @
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7Zq;s ~J ~.1'tz
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.
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
- DO NOT REMOVE -
OLYMPIC PRINTERS, INC. (360) 452-1381
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BUILDING PERMIT - APPLICATION
Fill out COMPLETELY and in INK. Your application and site plan MUST B
COMPLETE to be accepted for review. If you have any questions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Applicant or Agent:~ ~ \<3++ Phone: -.i 5 z - ih.1J
Owner:~ltcE 4- ~\ tiOl'\..D~7 Phone:~3Z0
Address: 1111 lU. CP--Vl C:;>T- City:_'fC)Ff i\-~tL:.€:. S' Zip:----=1/:;'3.b3
Architect/Engineer: :FR(C~J Y-C-D1S-f---l-, . . Phone:
X ' ['1_ _ . ItNi)ER)1LtY;DJ5'j 'j' .
Contractor .:M~17t--:fs:;;ial\j . -rcMEf7 State LIcense #: Exp: 1, 2~ cS
Address: b/6 S ,feA-t3C'D(/ c"ju lTc- f/- City: rOF:r AtvC1t:Lf7S
PROJECT ADDRESS: LOT C; " GFEEJuCf0W S' P ,V"3 D J r:3 0
,( /' I I
LEGAL DESCRIPTION: Lot:_LoT C Block:
CLALLAM COUNTY PARCEL NUMBER:
'0
Subdivision:
Phone: -1SZ'--1btt
Zip: ,/6362
ZONING: -R - 4
G'Fl1:.N CPtJ[U 7ft V 16( f?Cl
Credit Card Holder Name:
Billing Address:
Credit Card Type VISA
TYPE OF WORK:
)5' Residential )2I"New Constr. 0 Re-roof
o Multi-family 0 Addition 0 Move
o Commercial 0 Remodel 0 Demolition
o Repair 0 Sign
BRIEF DESCRIPTION OF THE PROJECT:
Ii ea..t ~u-~p
COMMERCIAL/RESIDENTIAL: Occupancy Group: 7? -.~
No, of Stories: J_ Lot,Size: "33i'2CJ,b Existing Sq. Ft.
Total lot covera~ / (. 5 (J %
City:
MC
#
Exp. Date:
o Stove
o Garage
o Deck
o Other
,7 c::o)
SIZEN ALUATION:
-3 17 I SF, @ $ 7utZ"- /SF. = $ 22"2.79,/" uG
ql./D SF.@$l.I,sg /SF.=$ 'ZooCf7" <XJ
SF. @ $ /SF. = $
TOTAL VALUATION
c.: I (J Iv' c;r
Occupant Load:
Construction Type: V N
-7, QJ: -Z () -'7- C 2 c
& Proposed Sq. Ft. J~0. = TOTAL Sq. Ft. J / c.; . _ '
, .
cf
APPROVALS:
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 may be 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: Ifno 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 RI05.3,2
of the International BuildinglResidential 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 required ,not t I 's, and that I must obtain such permits prior to work.
T:\RVESS\BLDG-forrns-brochures\2004-Buildingpermit.wpd Applica: Date: co/ 2i~ 6 S
/"t;
LATERAL DESIGN
FOR
THE JONES RESIDENCE
AN ANDERSON HOMES, LLC DESIGN
PORT ANGELES, WASHINGTON
NOTE: This stamp applies to the members and
assemblies described in these calculations only
and is only valid if it is a wet stamp.
Jamieson Consulting Job No. 25029
JAMIESON CONSULTING
CONSUL T1NG ENGINEERS
PROJECT MANAGEMENT
733 7TH AVE STE 108
KIRKLAND WA 98033
(425) 803-2581 FAX 803-3289
DESIGN CRITERIA
PER THE 2003 INTERNATIONAL BUILDING CODE
WIND PER SECTION 1609
Section 1609.6 Simplified method
EARTHQUAKE PER SECTION 1614
Design Per ASCE 7-02
Section 9.5.5 Equivalent Lateral Force Procedure
Design Wind Pressure: Ps = A. .. Iw .. Ps30
where: A. = Exposure Factor
Iw = Importance Factor
ps30 = Base Design Pressure
Base Shear: V = Cs .. W
where: Cs = Seismic Response Coefficient
W = Effective Seismic Weight
SITE/PROJECT SPECIFIC ~LUES-
Basic Wind Speed = 100 mph (V3s)
= 80 mph (V'm)
SITE/PROJECT SPECIFIC VALUES'
Ss = 1.24 per USGS
S, = 0.51 per USGS
Site Class 0 (Default)
Seismic Design Category 0
R = 6.5 from Table 9.5.2.2
1=1.00
A. = 1 .29 Exposure "C"
Iw = 1 .00
Ps30 = see Table 1609.6.2.1 (1)
Cs = 0.1277 per Section 9.6.6.2.1
STANDARD DESIGN INFORMATION
The information described below is to be used unless otherwise noted on the plans.
WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design
when applicable: per 2308 Conventional Light-Frame Construction
MINIMUM NAILING REQUIREMENTS per Table 2304.9.1
ANCHOR BOLTS:
618" Dia. X 10". A307 or better. wI 7" min. Embedment. V = 1104 # 1 bolt
CONCRETE DESIGN per Chapter 19 &ACI 318-02
concrete f'c = 2500 psi
rebar fy = 40.000 psi
MISCELLANEOUS HARDWARE
SIMPSON Strong-Tie Connectors or equal
JAMIESON CONSULTING
CONSUL TlNG ENGINEERS
733 7TH AVE STE 108
KIRKLAND WA 98033
(426) 803-2581 fax (426) 803-3289
email: douq@jamiesonconsultinq.net
SHEAR WALL SCHEDULE
(see 2003 IBC table 2306.4.1 & Section 2306.4.1)
All shear walls to be sheathed from top plate to bottom plate unless noted otherwise,
Block all panel edges, Nail spacing is for all panel edges. Space nails @ 12" o,c.
along intermediate framing members.
P1.6 v = 260 plf 7/16" OSB, w/8d (0,113" 0) nails @ 6" o.c,
Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 5" o.C.
P1-4 v=3S0plf 7/16 "OSB,w/8d (0.113" 0)nails@4"o,c,
Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 3" o.c.
P1.3 v = 490 plf 7/16" OSB, w/8d (0.113" 0) nails @ 3" o,c.
note: use min 3" nominal studs @ adjoining panel edges
Anchorage (interior walls only) to 4x (min) BEAM or blkg below: 16d (box) @ 3" o.C,
The shear values above are based upon the use of 8d box nails with a full head,
a shank diameter of 0.113", and a minimum penetration of 1.37S". From
Table 2306.4.1 use 1S/32; 8d values with a 0.719 factor w/1.4 increase for wind.
RIM
JOIST
16d @ 16" O.C.
LOCATE SHEATHING
JOINT @ COMMON
MEMBER
SHEAR TRANSFER @ EXTERIOR WALL
I C JAMIESON CONSULTING
U Consulting Engineers
7337TH AVE STE 108. KIRKLAND WA 98033
(425) 803-2581.FAX (425) 803-3289
SEISMIC ANALYSIS # 25029 FOR THE JONES RESIDENCE
[0
SEISMIC: V = .1277 W Wr = 2884 SF @ (15 + 10) psf = 72100 #
Dead Loads:
Roof = 15 psf (harz. framing) & 10 psf (partition)
Vertical Distribution
Floor w h wxh %
Roof 72100 9 648900 100%
Total 72100 648900
therefore: Vr= 9207 #
Total 9,207
MAIN FLOOR SHEAR WALLS
Redundancy Factor: Check max "y" for D = 1
v = 2 x V / A** 1/2 A= 2884 sf v max =
SIDE/SIDE: V = 9207 L(eff) = 56.0 v= 164 plf
Wall L(eft) V Section Length shear
REAR 11 1809 5,5 329 max SIS
RMID 26 4275 21.34 200
FRONT 19 3124 17,68 177
TOTAL 56 9,207
FRONT/BACK: V = 9207 L( eft) = 79.0 v= 117
Wall L(eft) V Section Length shear
LEFT 9 1049 26,66 39
LCEN 27 3147 22 143 max FIB
RCEN 29 3380 25 135
RIGHT 14 1632 21 78
TOTAL 79 9,207
NOTE: Redundancy Factor "p" = 1.0
COMBINED WIND & SEISMIC ANAL YSIS # 25029
For ALLOWABLE STRESS DESIGN use Wind or (Earthauake /1.4)
WINO: side/side Fr = 90 SF @ 22.96 psf = 2,066 # "A"
130 SF @ 15,74 psf= 2,046 # "8"
120 SF @ 18,32 psf = 2,198 # "c"
256 SF @ 12,64 psf = 3,236 # "0"
Total Roof s/s: Fr= 9547 #
fronVback Fr = 105 SF @ 22,96 psf = 2,411 # "A"
125 SF @ 15,74 psf = 1,968 # "B"
245 SF @ 18.32 psf = 4,488 # "c"
400 SF @ 12,64 psf = 5,056 # "0"
Total Roof fib: Fr= 13923 #
side/side Fr = 596 SF@ 10 psf= 5960 # "10 psf min"
# Total s/s = 5,960
fronVback Fr = 875 SF @ 10 psf = 8750 # "10 psf min"
# Total fib = 8,750
SEISMIC: V = .1277 W Wr = 2884 SF @ (15 + 10) psf = 72,100 #
Dead Loads:
Roof = 15 psf (horz. framing) & 10 psf (partition)
VerlicalDistribuffon
Floor w h wxh %
Roof 72,100 9 648900 100%
Total 72,100 648900
therefore: Vr= 6577 #
Total 6,577
SUMMARY: Wind controls both directions.
MAIN FLOOR SHEAR WALLS
SIDE/SIDE: V = 9547 L(eff) = 56,0 v= 170 plf Seismic
Wall L( eff) V Section Length shear Type Factor
REAR 11 1875 a 2.75 341 P1-3 1.00
b 2.75 341 P1-3 1,00
5,5
RMID 26 4432 a 2 208 P1-3 1.21
b 2 208 P1-3 1.21
c 2.67 208 P1-4 1.16
d 2.67 208 P1-4 1.16
e 2.5 208 P1-4 0,96
f 2,5 208 P1-4 0.96
g 4.33 208 P1-6 0.69
h 2,67 208 P1-4 1.03
21.34
FRONT 19 3239 a 2,67 183 P1-4 1.16
b 2,67 183 P1-4 1,16
c 2.67 183 P1-4 1.16
d 2,67 183 P1-4 1.16
e 4.33 183 P1-6 0.69
f 2.67 183 P1-4 1.03
TOTAL 56 9,547 17.68
~
COMBINED WIND & SEISMIC ANAL VSIS # 25029
~
FRONT/BACK: V =
Wall L(eff)
LEFT 9
13923 L( eff) =
V
1586
79.0 v= 176 plf Seismic
Section Length shear Type Factor
a 6.33 59 P1-6 0.47
b 20.33 59 P1-6 0.47
26.66
a 13 216 P1-6 0.47
b 4.5 216 P1-6 0.47
c 4,5 216 P1-6 0.47
22
a 15 204 P1-6 0.47
b 10 204 P1-6 0.47
25
a 10.5 117 P1-6 0.47
b 10.5 117 P1-6 0.47
21
LCEN
27 4758
RCEN
29 5111
RIGHT
14 2467
TOTAL
79 13,923
HORIZONTAL DIAPHRAGM SHEARS / LOAD PA TH
ROOF DIAPHRAGM
REAR: v = 1875/17 = 110 plf OK
ADD TS22 truss to wall top plate
RMID: @ 2' walls; v = 4 x 208/9 = 92 plf OK
@ 2.67' walls; v = 5.34 x 208 /16 = 69 plf OK
@ 2,5' walls; v = 5 x 208 /9 = 116 plf OK
@ 4,33 & 2.67' walls; v = 7 x 208/15 = 97 plf OK
ADD CS16 beam to wall top plate
FRONT: @ 2,67' walls; v = 5.34 x 183/13 = 75 plf OK
@ 4,33 & 2.67' walls; v = 7 x 183/15 = 85 plf OK
ADD CS16 beam to wall top plate
LCEN: @ 13' wall; ADD BLOCKING PANELS # = 13 x 216/280/2 = (6) REQ'D SEE Detail
@4,5'walls;v=9x216/17=114plf OK
RCEN: @ 15' wall; v left = 23 x 176/25 = 162 plf OK
Provide continuous sheathing under overframing to wall top plate
@ 10' wall; ADD BLOCKING PANELS # = 10 x 204/280 /2 = (4) REQ'D SEE Detail
ANCHOR BOLTS
USE 5/8 "p Anchor Bolts @ 5' - 0" o.c. Unless Noted Otherwise (U.N.O.)
v (II) = 830 x 1.33 = 1104# / 5 = 221 pit
NOTE: It v (plate) > 350 pit Then V (bolt) = 110412 = 552 #
REAR: @ 2,75' walls; V = 2.75 x 341 = 938 # (1) 5/8" A.B, OK
LCEN: @ 13' wall; Provide continuous footing & stem wall
Locate "LSL" jOist over wall, provide shear wall
sheathing & nailing joist to sill, SEE Detail
RCEN: @ 15' & 10' walls; Provide continuous footing & stem wall
Locate "LSL" joist over wall, provide shear wall
sheathing & nailing jOist to sill, SEE Detail
OVERTURNING - HOLDOWNS FOR THE JONES RESIDENCE
------.--.--..---.-------... -'-~--'----'-_.-' -.-.---------.---....---.---,.-.-- .~-_.---- - '. '.n.... . "_._..._ _.__'___._._.___...._~_......_____.__ _0__"."
Note: 0.67 DL +/- W >>> 0.9 DL +/- E /1.4
o
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WALL L
MAIN FLOOR WALLS
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R~~.~__________~J?+__}~J_ ~:O() .j . ?~9~l2654
-------------~?? ____~~_1 ___~~9_0 _. __.?_?Q1__~_()i____?O~L ??~~, _~~~<4___ 6 6
RMID 2 208 7.00 2908 80 107 2801 1400 6 6
--'-'. --- -- ----. "-'-'-'-,--- -..------ -------.--.-. .-------__.___. _"'__"__',H ______._.__..._.___ _
2 208 7.00 2908 80 107 2801 1400 6 6
---..---. -.".--.-...., ---_.. .--.-- .-- ...,-." ---.--- -. .----.--
2.67 208 9.00 4991 80 191 4800 1798 6 6
. -.--..--...-..-
2.67 208 9,00 4991 80 191 4800 1798 6 6
-------.-- --2,5 208 7.00 3635 ---80-168 .----3467 .1387-00-----6--- H__.____ 6
"___n.___.._..___.._.__ .--.---. ---- -----. _.__.._.___.. .___._.._._ . __.._..____ __""'___'_'_"_ .._.____.__... ...._...._._..._..__.____._..u.. _.n_..
2.5 208 7.00 3635 80 168 3467 1387 6 6
---...... .------- .---....____ _.____._. n_..._._..____._____ .__...._____.. ___._____ _.._ ...
-------------- --~~~ -1~~ --~~~-----~~;~ --.~~-------~g~- __u}~~~-+~:~ - - -- :1 - :
~~_Q~T-~=---~~~?--183 --9~QQ __~_~4~__- _--8-6 --=-:'~J~~ _-~- _ 4~f:f -_1-5?7~ - __ ~:_- I .6 ______
2,67 1839.00 4402 80 191 42111577 6 6
- --- -- ----- ------ ----- --- ---_ _ __ __.___..u_.__ _ ._._..... ___....._...._._
2.67 183 9,00 4402 80 191 4211 1577 6 6
- --- __u__ ____ .________ __ ___ _ .n. ___... .___._.__.._.._._._._....___._
2.67 183 9.00 4402 80 191 4211 1577 6 6
.- --- --- - -- ---- -- .---- - --- --- ------ - --. -.__.__.._..______...._....._n._.._.
4.33 183 8.00 6346 80 502 5844 1350 6 6
-.--- ---- -.---.--- --'-'--'-'- .---------...-- --.------.- .-..---.-.-------..-..--.....--...... -- -'..-..-..--...- .....-..-.----.. -...
2.67 183 8,00 3913 80 191 3722 1394 6 6
-.-.---.------- ..-.-..------. ..----.---. ._____.__..__ ... n ."'_'_... .__n._____ .. _""."_...u._ __.._.. ..____.......
FRONT/BACK
L~rC=_~= -~~~~--~=~~-~--~~QQ~--~qI~t ----~_q~-1q5._L----??if!3~~ ..-: 2
20,33 59 8.00 9676 80 11077' -1400 -69 OK
LCEN--- --13-:216 -9:66---2-5306 -----so -----4529-20777--1598-- 7
------------- -------~r5 -2-16--9-'-00 ----- 8760 ------80 ---5-43---. --8217 -fS26 ----------6-
-.-..----.-.-- -.--- -.--- ----..--- ----.-- .----..------- ---..--.-- ---. .--.-..-...--.------....-..---.-.--.-
4.5 216 9.00 8760 80 543 8217 1826 6
.RCEN----- -is 204 --9~66---27599-----80---6630--2156if-143-8---u-2-&4(3)
10 204-9~6o -18399 ---eo -----2680 --15-719 - -1572 -- ------7
RIGHT----- 10.5 117 8.00 ----S869 -----80----2955---691-5 -----659--- 1
.-.---------.-.------ -1"[5 ----~r17 -'-aoo -'-"'--9869 -.". -.'-8'0 .... 29-55 '---6915-' --.. '659' .....- . - .. - ..6.....------.-
v
H
Mot wdl
Mr
Mnet
END CONDITIONS"
T ----LTFR --.- --if/BK----
f 3
-I
i OK
__U___ _ ___?_~_~@
6
.. .... .. ..-.-... ...-----...
1
7
7
6
1
--- --. ---..-..-.-----__."__..._. __'_'_4..._ .._______...._._..______..__.
"END CONDITIONS ___h__ ------ -------...- -------. ----------- ------.-
--_....-.-.---- ---'--- -.- --..----------..- --"'-'-.'.--'---'--- ....--.-...-...-. ---"-..-.--.-.
--------- _E~L D~~J.oa~ur~~~~j~I'l_~~e_n_~_9!'^'~II__ _ .. ___.L.
u______ ________--1__ Perp~~~!2_u_!~.!_~~~!i~r_yyl:l_IL:r{~~)(L=:y(c~~I}~!)=Ij~ ~(mi n)_
__________ __?___ P~lEel'l9'icu!~.!JY_~LtrnjnL~~~~~_I}~!ls:=?_x.1_q9 =_?~5 #
. ~~~._. -- ~ -p ~~~:~:~~:i~~~i{~~~ :a~~n~t~8 #/1".- _ _u___
--..... ~- ~~r@~~F~10Rt@ ~~# t --- -t:~-----
I
I
j
SEISMIC ANAL VSIS # 25029G FOR THE JONES GARAGE
~
SEISMIC: V = .1277 W Wr = 1315 SF @ (15 + 10) psf = 32875 #
Dead Loads:
Roof = 15 psf (horz. framing) & 10 psf (partition)
Vertical Distribution
Floor w h wxh %
Roof 32875 10 328750 100%
Total 32875 328750
therefore: Vr= 4198 #
Total 4,198
MAIN FLOOR SHEAR WALLS
Redundancy Factor: Check max "v" for D = 1
v = 2 x V / A** 1/2 A= 1315 sf v max =
SIDE/SIDE: V = 4198 L(eff) = 28,0 v= 150 plf
Wall L(eff) V Section Length shear
GREAR 14 2099 29.5 71
GFRONT 14 2099 8 262 max S/S "p" = 1.12
TOTAL 28 4,198
FRONT/BACK: V = 4198 L(eff) = 36.0 v= 117
Wall L( eff) V Section Length shear
GLEFT 18 2099 20 105
GRIGHT 18 2099 12.5 168 max F/B
TOTAL 36 4,198
CHECK REDUNDANCY FACTOR: "p" = 2 . 2 x V / ( v x A.*1/2)
"p" = 1.12
COMBINED WIND & SEISMIC ANALYSIS # 25029G
~
WIND:
For ALLOWABLE STRESS DESIGN use Wind or (Earthauake 11.4)
side/side Fr = 29 SF @ 22.96 psf = 666 # "A"
10 SF @ 15,74 psf = 157 # "B"
105 SF @ 18.32 psf = 1,924 # "C"
120 SF @ 12.64 psf = 1,517 # "0"
Total Roof s/s: Fr = 4264 #
front/back Fr = 29 SF @ 22.96 psf = 666 # "A"
32 SF @ 15.74 psf = 504 # "B"
143 SF @ 18,32 psf = 2,620 # "C"
200 SF @ 12.64 psf = 2,528 # "0"
Total Roof fib: Fr = 6317 #
side/side
Fr =
264 SF @ 10 psf=
2640 # "10 psf min"
# Total s/s =
4040 # "10 psf min"
# Total fib =
2,640
front/back
Fr =
404 SF @ 10 psf =
4,040
SEISMIC: V = .1277 W Wr = 1315 SF @ (15 + 10) pSf = 32,875 #
Dead Loads:
Roof = 15 psf (horz. framing) & 10 psf (partition)
VertIcal DIstribution
Floor
Roof
Total
w
32,875
32,875
h wxh
10 328750
328750
therefore:
%
100%
Vr=
2999 # ("p" = 1,12 for S/S)
Total 2,999
SUMMARY: Wind controls both levels. both directions.
MAIN FLOOR SHEAR WALLS
SIDE/SIDE: V = 4264 L(eff) = 28.0 v= 152 plf Seismic
Wall L( eff) V Section Length shear Type Factor
GREAR 14 2132 a 29,5 72 P1-6 0.70
GFRONT 14 2132 a 3 266 P1-3 1,17
b 5 266 P1-4 0.70
TOTAL 28 4,264 8
FRONT/BACK: V = 6317 L(eff) = 36.0 v= 175 plf Seismic
Wall L(eff) V Section Length shear Type Factor
GLEFT 18 3159 a 12 158 P1-6 0.47
b 8 158 P1-6 0.47
20
GRIGHT 18 3159 a 6,5 253 P1-6 0.47
b 6 253 P1-6 0.47
TOTAL 36 6,317 12.5
COMBINED WIND & SEISMIC ANALYSIS # 25029G
o
ROOF DIAPHRAGM
GRIGHT: @ 6.5' & 6' walls; SHEATH TRUSS, L = 6.5 x 253 /280 = 6' SEE Detail
GLEFT: v = 3159/28 = 113 plf OK
HORIZONTAL DIAPHRAGM SHEARS / LOAD PA TH
ANCHOR BOLTS
USE 5 / 8 .. ~ Anchor Bolts @ 5' - 0" o.c. Unless Noted Otherwise (U.N.O.)
v (II) = 830 x 1.33 = 1104# / 5 = 221 pit
NOTE: It v (plate) > 350 pit Then V (bolt) = 1104/2 = 552 #
GFRONT: @ 3' wall; V = 3 x 266 = 798 # (1) 5/8" AB. OK
@ 5' wall; V = 5 x 266 = 1330 # (2) 5/8" AB, OK
GRIGHT: @ 6.5' & 6' walls; V = 6,6 x 253 = 1645 # (2) 5/8" AB. OK
OVERTURNING - HOLDOWNS FOR THE JONES GARAGE
. --- -------..--------..-.-.----...----.-..--.---.----- .~---.--------,.-_.---..-----,--,--,----- ".--------....-..----------. ____.n.___...___._ __. "__.un. _._ ..n.......__. n. _.___..,.._
Note: 0.67 DL +/- W >>> 0.9 DL +/- E /1.4
------- --- ---- - ----1------ ---------------- ------ ----------.------- --------- -- ---------.-----
-.------ -- ---- -.----,--- .----...--. _........__..,.u __.___.__....__ _,__ n_._____......._
END CONDITIONS*
v H --i'-ot .-wdl-----Mr ---Mnet -------,.----[TFR----------- 'RTS'K
~
WALL L
MAIN FLOOR WALLS
SIDE/SIDE
GREAR---29:"S ----72 10:00 21318 ----80-2-3323---~2-605 ---=68-----61< -----------61<-----.
---.--.....---..----------- -'_._-..-.- -.--.-------.. -'- -----.-. --"'.""--'.'-"'-'"" '-'-'-'-"~'-"-""", _U'_..._._ ......_.. _',.. . .. "_'_"___n__. .__......____ ._..
GFRONT 3 266 10.00 7994 80 241 7753 2584 6 6
- ---- ..----- -'--'_ .__.__.....___u _._..__._..____.._. _"__'__"_" _"_~_"___.".'_"_'__'_'__ _._.....___..._..._.._._ .__......._...
5 266 10,00 13324 80 670 12654 2531 6 6
---- -.----.- ----.- --_.-.~._._.._. ..-.--.-.--.- -.-.---.-..- .-..--..-.-.-.--.---.... .-.....-__.... ......._...n_...___..._.___........_.._.___..__.._
FRONT/BACK
GLEFT - --12 --f58 16~60-18952---'--e6 ----28-94----"16057 ---;f33if---- --s--- -u-e-
------ 8 -158 10,OO---12635---ao---Tifs ----10919-1365------ -6n - m --- --- 6
QB[[:~:C~~__ _-~5 -- 253 1Q:QQ_==-16425- ==~~~Q~~~=f~:~ _:J~29I ~_2:f5~:_-___-~_u~-~(~) . _ ___ _ _7_
6 253 10.00 15161 80 965 14197 2366 7 7
-- -- ---- "'---.-- -...._--- .--...----..-.---.-....-----.---....-. ---.--.-.....-.... .._.._--~_...._---_._._....._.._--... --..---------.--..-.-..---.-.--.-.--
----.---..----.-.-.--.- u.._.___. ----..- ...u.__.._._.___ ..___....____._...._ __..._._.__ _____._...._n._______ _n... ._ n_. _____.___. _.. n.__.__. ~...____._U'____..____.
...-
--- -----t-- -- -- n______ m -- -- --_
------- *END CONDITI~~ --:-=-:~-=_ ~~~:_-:~- ::-=_ ------l--~:-:-~ - - - ~-- n -__~-__ ___
Pdf Dead load_.!:~action at end of_~~JL______.L_ _____ __L___ .1_____ ___ _ u_ _.________
1 Perpendicular Exterior Wall T(max) = V(corner) = H x v(min) __ _m __
.~~~...-..:: ..L ~~~;~1fi~~t~~~:::i~f1~~f1-:.~-:... ... .~..... ... ...... .
=-==:==-=- -::3__-~_':It!_22 @t467_()~tf::=:= :=__-:_____.___~ --.:_:-:::_ J ___
MAIN FLOOR SHEAR WALL NOTES
~
CD ADD TS22 TRUSS TO WALL TOP PLATE
@ ADD CS16 BEAM TO WALL TOP PLATE
@ ADD (6) BLOCKING PANELS, SEE DETAIL B
8) ADD (4) BLOCKING PANELS, SEE DETAIL B
@ PROVIDE CONTINUOUS SHEATHING UNDER OVERFRAMING TO WALL TOP PLATE
@ SHEATH TRUSS, L = 6', SEE DETAIL C
o ADD CS16 TOP & BOTTOM OF WINDOW, SEE DETAIL 0
@ ADD CS16 BLOCKING TO WINDOW / DOOR HEADER, SEE DETAIL 0
@ ADD (3) A35 TO CORNER, SEE DETAIL E
@ ADD (5) A35 TO CORNER, SEE DETAIL E
@ HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEAR WALL SHEATHING
@ HTT 22, SEE DETAIL F
@ HTT 22, SEE DETAIL G
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I C JAMIESON CONSULTING
~ Consulting Engineers
733 7TH AVE STE 108. KIRKLAND WA 98033
(425) 803-2581.FAX (425) 803-3289
8d @ 6" O,C.
(3) 8d @ EACH TRUSS
TRUSS
H1 CLIP @ 24" O.C.
DETAIL A
8d @ 6" O,C.
SHEATH TRUSS
(THIS SIDE)
PER Pl-4
PROVI DE
INTERMEDIA TE
FRAMING AS REQ'D.
10d @ 4" O.C,
10d @ 4" O.C.
2 X _ AS REQUIRED
SHEAR WALL SEE
PLANS.
DETAIL C
JOB NAME ANDERSON / JONES
JOB NO, 25029
DATE 2/9/05
BY MW
SHEET NO. L I "'1- OF .....!L
2 X 4 FRAMING ALL AROUND
8d @ 6" O.C.
ROOF SHEATHING
16d @ 6" O,C.
(1) A35
SHEAR WALL
TOP PLATE
l7~6"05B
WI e;c@ 4}
DETAIL B
,I C JAMIESON CONSULTING
U Consulting Engineers
7'337TH AVE STE 108 · KIRKLAND WA 98033
(425) 803-2581.FAX (425) 803-3289
IT
,-..,
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DETAIL D
WIN DOW
FRAMING
PROVI DE
BLOCKING
BEHIND CS16
STRAP TYP.
ADD CS16
STRAP FULL
WI DTH OF
SHEAR WALL
PLUS 12" END
LENGTH,
ADD CS16
STRAP FULL
WIDTH OF
SHEAR WALL
PLUS 12" END
LENGTH,
PROVIDE
BLOCKING
BEHIND CS16
STRAP TYP,
JOB NAME ANDERSON I JONES
JOB NO, 25029
DATE 2 19 I 05
BY MW
SHEET NO. L.a ~ OF ~
16d @ 24" O.C.
8d @ 6" O.C.
EXTERIOR
WALL
A35 PER PLAN
16d @ 24" O.C.
(PLAN VIEW)
DETAIL E
(2) 2 X _ HF #2
HTT22
5/8" 0 ALL-THREAD
RIM JOIST WI SOLID BLOCKINC:
SET. EPOXY GROUT
PER MANUFACTURES
RECOMENDA TION
P,T. MUD SILL
4
Ll 4
<J
4.
DETAIL F
- .. C JAMIESON CONSULTING
U Consulting Engineers
7337TH AVE STE 108. KIRKLAND WA 98033
(425) 803-2581.FAX (425) 803-3289
4
<1
4
(2) 2X_ HF #2
STUDS REQ'D
HTT22
5/8" 0 ALL-THREAD ROD
S.E,T. EPOXY GROUT
PER MANUFACTURES
RECOMENDA TION
P.T. MUD SILL
4
4
<1
4
<1
4 <I
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DETAIL G
JOB NAME ANDERSON / JONES
JOB NO. 25029
DATE 2/9/05
BY MW
S H EE T NO.J:...!.=t... OF -!L
ANCHORAGE
NAILING SEE SHEAR
WALL SCHEDULE.
JOIST PER SHEAR
WALL SCHEDULE.
W/ 2 X 6 P.T. PLATE.
FOR SIZE AND SPACING
SEE PLAN,
'TiM!ffiM!mM
.'-=111::=1
PROVIDE
SHEATHING AND
NAILING PER SHEAR
WALL ABOVE.
SEE TYPICAL
EXTERIOR
FOUNDATION WALL
4
<I
<1
<1
4.4 <1 4
.'l1illm~m~
'""-=1 , 1::=1
DETAIL H
TYPICAL END CONDITIONS
1:-T
ENGTIi CUT
L LENGTH
Typical CS
Installation
as a Floor-to-
Floor Tie
(CMST requires
minimum
2-2x studs)
IMST48 w/(34) 16d
ICS16 w/ (22) 10d
T = 2945 #
T = 1465 #
Typical STHD14RJ
Rim Joist Installation
Typical STHO Corner
Installation on 3-2x studs
STHD14 or STHOi4RJ y/ (38) 16d sinkers: T . 4430 I
STHOlO or STHOlORJ w/ (28) l6d sinkers: T z 2990 I
SIMPSON
WOOD
CONSTRucnON
CONNECTORS
Strong-Tie
CONI'...ECTORS
~ .
~ '-_NO EOUAL
~
INSTALLATION 3
Typical HPAHD
Single Pour Rim
Joist Installation
HPAHD 22 w/ (11 16d sinkers: T = 2030 x .85 = 1725 #
A35
IA35 w/ ( 12) 8d
F = 450 #
JAMIESON CONSULTING
CONSUL TING ENGINEERS
733 7TH AVE STE 108
KIRKLAND WA 98033
(425) 803-2581
FAX 803-3289
Prescriptive Approach - Simple Form
For the Washington State Energy Code (2003 Edition)
Climate Zone 1
Site Information
Lot LOT Ie (I (l1\OO~ D12-\\/6 ')
Address: GlRffN CRuUlJ Sf I V30 I f 3.0
City:~fbf-\ A-NGl'EUS
State: flJA- ZiP:~ (:)'3-6 2-
contactjrl E-U ~C;D(St-+
Phone:---=FSZ - c.f/-; 4 I
IT
Building Department Use Only
Permit#:
Notes:
Phone 2:
Fax:
(Unlimited G azmg 0 tlOn ny
Glazing Glazing U-Factor Door9 Wall Wall Wall Slab4
Option ArealO U- Ceiling2 Vaulted Above Int4 Ext4 Floors On
% of Floor Vertical Overhead 11 factor Ceiling3 Grade Below Below Grade
Grade Grade
ill Unlimited
Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-I0 R-30 R-I0
Occupancy
Only
Table 6-1
PRESCRIPTIVE REQUIRKMENTS 0,1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 1
1 . 0 I )
See the code text for footnote references
This project complies with the following:
./ The project is a single family residence or duplex.
./ The project is wood frame OR all of the insulation is interior or exterior of the framing.
./ All building components meet the requirernents listed in Table 6-1, Option III.
./ The project will meet all other provisions of the WSEC and VIAQ.
The project will take advantage of the following exceptions to the prescriptive option:
o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed.
Location of the door taking this exception
o 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only.
Location of the door(s) taking this exception
Copyright 2002, WSUCEEP02-056
Copied by permission from the Washington State University Extension Energy Program
Prescriptive - Simple Form - Climate Zone 1
7/26/2004
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This map is not intended to be used as a legal description.
This map/drawing is produced by the City ~f Port Angelesfor its own use and purposes.
Any other use of this map/drawing shall not be the responsibiliZv of the Ci(v.
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CITY OF PORT ANGELES
DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, W A 98362
Application Number
Application pin number
property Address
ASSESSOR PARCEL NUMBER:
Application type description
Subdivision Name
property Use
property zoning . . .
Application valuation
05-00000142 Date
827532
1206 ROOK DR
06_30_14_3_1_9120-0000-
RES NEW SFR
6/13/05
RESIDENTAL SF 9000
RS9 RESDNTL SINGLE FAMILY
242891
Owner
Contractor
------------------------
------------------------
000
ANDERSON HOMES LLC
618 SOUTH PEABODY
PORT ANGELES
(360) 452-4641
000 3171SF SFR W/ATT 940SF GARAGE
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
CONSTRUCTION TYPE
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
WA 98362
JONES, D. M. /JANET
1114 W 9TH ST
PORT ANGELES
(360) 457-1320
Structure Information
Construction Type
Occupancy Type
Other struct info
WA 98363
11.50
---
V-N
1. 00
1. 00
33206.00
3820.00
3820.00
1. 00
o
'="')
~
Permit . . . . .
Additional desc .
Permit pin number
Sub Contractor
Permit Fee
Issue Date
Expiration Date
FIRE SPRINKLER RESID
~
~
7'
----------------------------------------------------------------------------
----------------------------------------------------------------------------
51763
INNOVATED FIRE
.00
6/13/05
12/10/05
SPRINKLERS
plan Check Fee
valuation
.00
6500
~
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.
Call for cover inspection for all sprinkler installations. A
full acceptance test will be required for all fire alarm
systems.
New subdivision outside the four minute response time shall
be equipped with a residential sprinkler system that is
installed and maintained in accordance with Uniform Fire
Code (UFC) and National Fire Protection Association(NFPA)
standards.
The proposal will result in the construction of a new s.f.
residence in the RS9 for total lot coverage of 12%. No land
use issues are noted.
Electrical load calculations and elctrical permits are
required.
$713 Connection Fee Applies.
Any modifications to the electrical facilities will
be at the customer's expense.
----------------------------------------------------------------------------
Other Fees
SEWER SYSTEM DELV CHARGE
745.00
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 construction or the performance of
jsvuctJon. ,
~/), 5~ bilL/IdS
S;gnatu,e of Contcacto' 0' Auth ;zed Agent / 6ate
Signature of Owner (if owner is builder)
Date
T:\PoliciesII102_15 building permit inspection record05.wpd [1/4/2005]
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 LOCA, nON.
KEEP PERMIT CARD AND APPROVED PLANS A T JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION 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
DRYWALL (INTERJOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB I
WALL / FLOOR / CEILING I
MECHANICAL
HEAT PUMP/FURNACE/DUCTS
GAS LINE
WOOD STOVE / PELLET / CHIMNEY
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING / SLAB
BLOCKJNG & HOLD DOWNS
SKJRTING
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
PARKING/LIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R.W. / PW/ CONSTRUCTION - R.W.
ENGINEERJNG 417-4807 PW / ENGINEERJNG
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 4] 7-4815 BUILDING
T:IPolicieslI102_15 building permIt mspecl10n record05.wpd [l/4/2005]
~ fORT ~
8~O~~~
rGi
1!,- --
~<:~,
CITY OF PORT ANGELES
DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
,321 EAST 5TH STREET, PORT ANGELES, W A 98362
----------------------------------------------------------------------------
Application Number . . . . . 05-00000142
Application pin number 827532
Page 2
Date 6/13/05
----------------------------------------------------------------------------
Other Fees
. . . . . . . . .
STATE SURCHARGE
4.50
Fee summary Charged Paid credited Due
----------------- ---------- ---------.- ---------- ----------
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 749.50 749.50 .00 .00
Grand Total 749.50 749.50 .00 .00
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 construction or the performance of
construction.
Signature of Owner (if owner is builder)
Date
Signature of Contractor or Authorized Agent
Date
T:IPoliciesIII02_15 building permit inspection record05.wpd [1/4/2005]
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
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDA TION 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
FRAMING
JOISTS / GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS / ROOF / CEILING
DRYWALL (INTERJOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING I I
MECHANICAL
HEAT PUMP/FURNACE/DUCTS
GAS LINE J~ n...-::: ,-1 L1
WOOD STOVE / PELLET / CHIMNEY I
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING / SLAB
BLOCKING & HOLD DOWNS
SKJRTING
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
PARKING/LIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R.W./ PW/ CONSTRUCTION - R.W.
ENGINEERJNG 417-4807 PW / ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 4] 7-48] 5 BUILDING
T:IPohclesl! 102_15 buildmg permIt mspecl10n record05.wpd [1/412005]
BUILDING PERMIT - APPLICATION
FOR OFFIClAL USE ONLY:
Dale Rec. t:;.- 'rf -Ck'5
Perl11il#a~~ tJ(10
Date Approved f,jq lot;
{
Fill out COMPLETELY and in INK. Your applicatior: and site plan MUST BE
COMPLETE to be accepted for review. If you have any qnestions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Date Issued:
Applicant or Agent: V;V\.cJL 8..e'j..)-S'/lf"
Owner: /.)......,. cl xJ'S 0 ~ 11-0 ~ IL J>
Address: (~/ S S u. 'J?e..q bvd '7 City:
Architect/Engineer:
Phone: 'i62, -- )s' ~-::J
Phone: '-i52. -- 1.'/6~/
Zip: Cj, 2-36, ::L.
Address: 8/
Phone: y S :2.. - ).s' E.3
Zip: CZ 8.:s 6 ?-
ZONING:
LEGAL DESCRIPTION: Lot:
CLALLAM COUNTY PARCEL NUMBER:
Credit Card Holder Name:
Billing Address:
Credit Card Type VISA MC #
TYPE OF WORK:
X Residential 0 New Constr. 0 Re-roof
o Multi-family 0 Addition 0 Move
o Commercial 0 Remodel 0 Demolition
o Repair 0 Sign
BRIEF DESCRIPTION OF THE PROJECT:
City:
Exp. Date:
o Stove
o Garage
o Deck
o Other
F=:V'~
SIZE/V ALUATION:
SF.@$ /SF.=$
SF.@$ /SF.=$
SF. @ $ /SF. = $
TOTAL VALUATION $
S' <v S ..,Le. V'--
fa S"OCJ, C/ CJ
S 0'" I(
,
COMMERCIAL/RESIDENTIAL: Occupancy Group:
No. of Stories: Lot Size: Existing Sq. Ft.
Total lot coverage %
Occupant Load:
& Proposed Sq. Ft.
Construction Type:
= TOTAL Sq. Ft.
ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
V ALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed
and may be 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 pemrit application and construction plans are
submitted. All other pemrit fees are due at the tinle of permit issuance.
EXPIRATION OF PLAN REVIEW: Ifno 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 RI05.3.2
of the International Building/Residential 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 resPonSibifj~y to deterri:e what ~ermits are required ,not the City's, ~~d that I m~~t obtain such permits prior to work.
T:\Policies\BL-lI02_13.wpd Apphcant: v.~ ~ ~ D.p~ate: cO / ~/ 0\..)
El
/<eV}
~
o
o
o
o
I DATE:G- rs-os ~
Duhuc--
FIRE DEPARTMENT
PLANNING DEPARTMENT
PUBLIC WORKS/ENGINEERlNG DIVISION
LIGHT DIVISION
o ENERGY
o ENGINEERING
POLICE DEPARTMENT
ADMINISTRATION
o
o
CITY CLERK
RISK MANAGEMENT
I FROM: PUBLIC WORKS/BUILDING DIVISION I
RE: ADDRESS: I Q..o G (( Ot) k.. Di"J
NAMElCONTA,..CT:~ I VI r~ B.f~-"-r-
PHONE: H<~& 7~~1?2
PERMIT NUMBER: (9 S" - / ;...} ~
PROJECT DESCRIPTION: Ft~; ~ f r 1'1 kip >= y-:kll}
g NEW CONSTRUCTION
t:l ADDITION/ALTERNATION
COMMENTS/CONDITIONS:
;xr REVIEWIRETURN
o FILE
PORT ANGELES FIRE DEPARTMENT
102 East Fifth Street, Port Angeles, Washington 98362
(360) 417-4650 FAX (360) 417-4659
Fire Sprinkler System Plan Review
Project Name: Jones Residence Address: 1206 Rook Drive
~- -~"'" ""~_~.,,,,,,,,,__~_'M__~"~'N'.
Installer: Innovated Fire Installer Telephone: 452-7583
~"'<<<<~,.,,---"'~''''<< -- - .
Type of System: Open 130 13RO 13D~
~--=--==--~-_.",
Date: 6.9.2005 P AFD Permit #: 05-15
We have checked this plan and find that it conforms to the requirements of the code.
Additional Comments:
All systems, including underground mains, shall be installed by a state licensed and certified
company. Systems shall be installed per the applicable NFP A Standard.
All electrical components shall be compatible with the fire alarm system.
All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire
Department PRIOR to being covered. A witnessed flush of the underground piping is required.
A design sprinkler flow test and alarm test are required for all 13D systems.
Before final acceptance of the system, an inspection will be conducted to ensure that the
installation complies with the applicable NFP A Standard. This 13D system will require a
measured flow test.
Contractor
Reviewed by: ~<.DQ..QQ
\
Date: (..q . C5
o
~
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Building Department
Fire Department