HomeMy WebLinkAbout2101 Driftwood Pl - Building CITY OF PORT ANGELES
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DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number 11- 00000215 Date 3/15/11
Application pin number 216090
Property Address 2101 DRIFTWOOD PL
ASSESSOR PARCEL NUMBER: 06- 30- 01- 6- 0- 1700 -0000- REPORT SALES TAX
Tenant nbr, name HELEN M MILLER on your state excise tax form
Application type description RES ADDITION
Subdivision Name to the City of Port Angeles
Property Use (Location Code 0502)
Property Zoning RS9 RESDNTL SINGLE FAMILY
Application valuation 4800
Application desc
240 SQ FT ATTACHED CARPORT
Owner Contractor
HELEN M MILLER A LOVE OF WOOD
1311 HOOKER RD 223 VIEW RIDGE DR.
SEQUIM WA 98382 PORT ANGELES WA 98362
(360) 683 -2904 (360) 460 -9816
Other struct info HARD SURFACE AREA
Permit BUILDING PERMIT RESIDENTIAL
Additional desc 240 SQ FT ATTACHED CARPORT
Permit pin number 182337
Permit Fee 137.75 Plan Check Fee 89.54
Issue Date 3/15/11 Valuation 4800
Expiration Date 9/11/11
Qty Unit Charge Per Extension
BASE FEE 95.75
3.00 14.0000 THOU BL- 2001 -25K (14 PER K) 42.00
Special Notes and Comments
The Fire Department has reviewed the project application and
has no comments
March 15, 2011 1:17:58 PM sroberds. The carport is proposed
in a permitted location for the RS zone. Lot coverage will
be 26 No land use issues are anticipated.
March 11, 2011 9:18:09 AM Brian 417 -4708. OK
Public Works Utility Engineering has no requirements for
this plan review.
Other Fees STATE SURCHARGE 4.50
Fee summary Charged Paid Credited Due
Permit Fee Total 137.75 137.75 .00 .00
Plan Check Total 89.54 89.54 .00 .00 1 C l 1
Other Fee Total 4.50 4.50 .00 .00 F1V\a.Q- 1 J
Grand Total 231.79 231.79 .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 has 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
constructio
Date Print Name Signature of Contractor or Authorize. Agent Signature of Owner (if owner is builder)
T:Forms /Building Division /Building Permit
BUILDING PERMIT INSPECTION RECORD
PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS
Building Inspections 417 4815 Electrical Inspections 417 4735
Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings .3 —Z Il �iL.lr
Stemwall
Foundation Drainage Downspouts
Piers
Post Holes (Pole Bldgs.)
PLUMBING:
Under Floor Slab
Rough -In
Water Line (Meter to Bldg)
Gas Line
Back Flow Water FINAL Date Accepted by Cl
AIR SEAL:
Walls 0
Ceiling
FRAMING:
Joists Girders Under Floor
Shear Wall Hold Downs
Walls Roof Ceiling
Drywall (Interior Braced Panel Only)
T -Bar
INSULATION:
Slab T
Wall Floor Ceiling
MECHANICAL:
Heat Pump Furnace FAU Ducts
Rough -In
Gas Line
Wood Stove Pellet Chimney -ma
Commercial Hood Ducts FINAL Date Accepted by
MANUFACTURED HOMES:
Footing Slab
Blocking Hold Downs
Skirting
PLANNING DEPT. Separate Permit #s SEPA:
Parking Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED.PRIOR TO OCCUPANCY/ USE
Inspection Type Date Accepted By
-0
Electrical 417 -4735
Construction R.W. PW Engineering 417 -4831
Fire 417 -4653
Planning 417 -4750 r
Building 417 -4815 l S �+y
T:Forms /Building Division /Building Permit
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A Love Of Wood
Affordable Custom Wood Working DATE: SEPTEMBER 12, 2011
George Bower
#223 View Ridge Drive RECEIVED
Port Angeles, WA. 98362
Phone (360) 417 -0777
Fax (360) 417 -0778 SEP 1 2 2011
e -mail atoveofwood@tfon.com
Web www.aloveofwood.com CITY OF PORT ANGELES
BUILDING DIVISION
TO City of Port Angeles
Attn: Building Permit Office
321 E. 5 St.
Port Angeles WA. 98362
(360) 417-4815
JOB PERMIT NUMBER
Helen Miller. #2101 Driftwood Place #11 -215
Due to health issues concerning myself, and additions to other
portions of projects at above address, I respectively request a 3
month extension to existing building permit.
Please contact me by cell at (360) 460 -9816 with any questions
or concerns you may have, and with instructions on what I need to
do now.
Thank You
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BUILDING PERMIT APPLIC TION Print in ink
E 7 CITY OF PORT ANGELES
ia w For City Use Only:
4,E Attn: Building Permit Technician Date Received 3 -i,2_ Cl
321 E. Fifth St., Port Angeles, WA 98362 Permit
(360) 417-4815 fax (360) 417-4711 Date Approved M1
4 (.1...Z._
Applicant !4/ 4 :67_ 1 Ph 3 y/7-_e5 >77
Property Owner e J �„2 U Phone ‘,,g,-
Property Owner's Address 3, AZ4 Al
Contractor ,9 ,C a,.0 d? Phone ',o f/7 077
Url/ is
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License LoyF, C-2. Expires 0 ,2 oi E -mail lvUv
PROJECT ADDRESS 9/1 ��,3ji4,0422/, /e
Parcel Number Lot Zoning
Project Type Brief Description: tyL Residential Multi- family Commercial Industrial
Check all that apply
1 New Construction Ah.,,,, 7'.�r�
Addition
Remodel
Repair
Demolition
Re -roof House garage other tear off re -roof lay over one layer
Heat System Heat pump wood- burning stove gas fireplace pellet stove other
Other
Floor Areas Existing (sq. ft.) Proposed (sq. ft.)
00
Basement per sq. ft.
1 Floor /5 79' s
2 Floor
3 Floor
Garage '375.5 Fi
Carportr /�y, 2 W -C
Covered Porch
Deck
Shed
Other
X22Iyi TOTAL VALUATION #500
Total footprint of structures /Y.70;m sq. ft. Lot size 53 sq. ft. Lot coverage 2 0
Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios,
and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage c ci
Max. height of proposed structures i i Occupancy group �j ft. Occu anc rou of bedrooms
Will a lawn sprinkler system be installed /JO Occupant load of full baths
Will a fire sprinkler system be installed? PUP Construction type of half baths
I have read and completed this application and know it to be true and correct. am authorized to apply for this permit and understand
that it is my responsibility to determine what permits are required, and to obtain permits .prior to working on projects.
Date 'O/ 77 Print Name £/�,,s� (�5. Signatu
T:Forms /Building Division /Building permit application
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/2../ 44 CITY OF OPT ANGELES Constscac =.on
The issua e of this permit based upon plans, specifi-
cations a d other data shall not prevent the building official
from 1. ;reafter requiring the correction of errors in said
plans, specifications and other data, or from preventing
build' g operations being carried on thereunder when in
viol ion of ail codes and ordinances of this jurisdiction.
le sproval Date BY
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L u, o F 0 0 TITLE: CARPORT AT 2101 DRIFTWOOD PLACE, PORT ANGELES, WASHINGTON
rril STgr F �9 w ROOF FRAMING PLAN'AND BLDG SECTION
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p C O !/1 O CLIE 301 E. 6TH STREET, SUITE 1
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ASSOCIATES PH 360) 417 -0501
�F r y v 223 VIEW RIDGE DRIVE
FR t PORT ANGELES, WA 98362 anx: E: 6 0 41 a
INCORPORATED EMAIL: ZENOVICOZENOVIC.NET
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ev e j RAFTERS
t by Weyerhaeuser 1 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 24" o/c
TJ -Beam® 6.36 Serial Number: 7005106903
User: 2 3/4/2011 3:04:31 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0112 Roof Slope0t12 Overall Dimension: 14' 9"
n N
6 -2'6" 4 12'3" A
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group Roof (psf): 25.0 Live at 125 duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length Live /Dead /Uplif riotal
1 Stud wall 3.50" 1.50" 446 /268 /0 714 By Others None
2 Glulam or solid sawn lumber beam 1.50" Hanger 298 175 0 473 Custom Detail Custom Accessory
-User specified custom detail for support: 2.
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (lbs) 503 443 1631 Passed (27 Lt. end Span 1 under Roof loading
Vertical Reaction (lbs) 463 463 463 Passed (100 Bearing 2 under Roof ALTERNATE span loading
Moment (Ft -Lbs) 1340 1340 1653 Passed (81 (3 /0) MID Span 1 under Roof ALTERNATE span loading
Live Load Defl (in) 0.286 0.399 Passed (U502) MID Span 1 under Roof ALTERNATE span loading
Total Load Defl (in) 0.447 0.599 Passed (L/321) MID Span 1 under Roof ALTERNATE span loading
Deflection Criteria: STANDARD(LL:U360,TL:U240).
Allowable moment was increased for repetitive member usage.
Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 2" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis.
Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered.
-The load conditions considered in this design analysis include altemate member pattern loading.
ADDITIONAL NOTES:
IMPORTANT! The analysis presented is output from software developed by iLevel iLevel® warrants the sizing of its products by this software will
be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design
loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
-THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in
accordance with 2001 NDS methodology.
Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone 360 -417 -0501
Fax 360-417-0514
tracy @zenovic.net
Copyright 2009 by iLevel Federal Way, WA.
N:\Activeprojects\11035-ALWE OF W00D \ENGR \Structual \RAFTERS.sms
.eve RAFTERS
by Weyerhaeuser 1 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 24" o/c
TJ -Beam® 6.36 Serial Number: 7005106903 v
User:2 3/4/20113:04:32 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 2 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
2' 7.75" 11' 11.75"
Max. Vertical Reaction Total (lbs) 714 473
Max. Vertical Reaction Live (lbs) 446 298
Selected Bearing Length (in) 1.50(W) 1.50(W)
Max. Unbraced Length (in) 177 177 122
Loading on all spans, LDF 0.90 1.0 Dead
Shear at Support (lbs) -57 166 -153
Max Shear at Support (lbs) -79 188 -171
Member Reaction (lbs) 268 171
Support Reaction (lbs) 268 175
Moment (Ft -Lbs) N/A -105 487
Loading on all spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -152 443 -407
Max Shear at Support (lbs) -212 503 -456
Member Reaction (lbs) 714 456
Support Reaction (lbs) 714 466
Moment (Ft -Lbs) N/A -280 1298
Live Deflection (in) -0.166 0.268
Total Deflection (in) -0.266 0.430
ALTERNATE span loading on odd spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -152 312 -273
Max Shear at Support (lbs) -212 353 -306
Member Reaction (lbs) 564 306
Support Reaction (lbs) 564 313
Moment (Ft -Lbs) N/A -280 852
Live Deflection (in) -0.059 0.117
Total Deflection (in) -0.158 0.278
ALTERNATE span loading on even spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -104 435 -415
Max Shear at Support (lbs) -146 495 -463
Member Reaction (lbs) 641 463
Support Reaction (lbs) 641 473
Moment (Ft -Lbs) N/A -193 1340
Live Deflection (in) -0.190 0.286
Total Deflection (in) -0.290 0.447
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone: 360 -417 -0501
Fax 360-417-0514
tracy@zenovic.net
Copyright O 2009 by iLevel Federal Way, WA.
N:\Active_Projects\11035-ALOVE OF WOOD \ENGR \Structual \RAFTERS.sms
i I
NONCONSTRAINED POLE FOUNDATION PER UBC 1806.7.2.1
ZENOVIC ASSOC., INC. Sheet of
301 East 6th Streeet, Suite #1 Job No.
Port Angeles, WA 98362
ESTIMATE FOUNDATION: MINIMUM DEPTH: 2 ft. FOOTING B 24 in.
TRIAL INCREMENT: 6 in.
LATERAL SOIL PRESSURE: BASE VALUE: zoo
ADJUST FOR DURATION OF LOAD: 100%
ALLOW 1/2" MOTION: Y (Y or N)
DESIGN VALUE: 400 pcf
APPLIED FORCE: P 170 lbs. H 7.0 ft.
T E TABLE
D -d 1 D 1 S1 1 A d
-0.79 2.00 266.67 0.75 2.79
0.05 2.50 333.33 0.60 2.45
0.79 3.00 400.00 0.50 2.21
1.47 3.50 466.67 0.43 2.03
2.12 4.00 533.33 0.37 1.88
2.74 4.50 600.00 0.33 1.76
3.33 5.00 666.67 0.30 1.67
3.92 5.50 733.33 0.27 1.58
4.49 6.00 800.00 0.25 1.51
5.06 6.50 866.67 0.23 1.44
5.61 7.00 933.33 0.21 1.39
6.16 7.50 1000.00 0.20 1.34
6.71 8.00 1066.67 0.19 1.29
7.25 8.50 1133.33 0.18 1.25
7.79 9.00 1200.00 0.17 1.21
8.32 9.50 1266.67 0.16 1.18
8.86 10.00 1333.33 0.15 1.14
9.39 10.50 1400.00 0.14 1.11
9.91 11.00 1466.67 0.14 1.09
10.44 11.50 1533.33 0.13 1.06
10.96 12.00 1600.00 0.12 1.04
11.48 12.50 1666.67 0.12 1.02
12.01 13.00 1733.33 0.11 0.99
12.52 13.50 1800.00 0.11 0.98
13.04 14.00 1866.67 0.11 0.96
13.56 14.50 1933.33 0.10 0.94
14.08 15.00 2000.00 0.10 0.92
14.59 15.50 2066.67 0.10 0.91
15.11 16.00 2133.33 0.09 0.89
15.62 16.50 2200.00 0.09 0.88
MINIMUM DEPTH 2.50 ft. 16.14 17.00 2266.67 0.09 0.86
1. Footing dimension 'B' is either diameter of round post or footing or diagonal dimension of square
post or footing.
2. Backfill around post shall be 2000 psi concrete minimum.
3. Lateral soil pressure shall be chosen from UBC Table 18 -1 -A or from soils report. Values from
table may be doubled when structure will not be adversely affected by 1/2" motion at ground surface.
05- Mar -11
e 1/ e RAFTERS
by Weyerh,euser 1 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir #2 12" o/c
TJ -Beam® 6.36 Serial Number: 7005106903
User:2 3/4/2011 3:01:20 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: OP12 Roof SlopeOtl2 Overall Dimension:1V 9"
n N
6 -2° 6" d 12' 3"
AN dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group Roof (psf): 25.0 Live at 125 duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length Live /Dead /Uplift/Total
1 Stud wall 3.50" 1.50" 223 134/ 0 357 By Others None
2 Glulam or solid sawn lumber beam 1.50" Hanger 149 87 0 237 Custom Detail Custom Accessory
-User specified custom detail for support: 2.
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 251 227 1238 Passed (18 Lt. end Span 1 under Roof loading
Vertical Reaction (Ibs) 232 232 232 Passed (100 Bearing 2 under Roof ALTERNATE span loading
Moment (Ft -Lbs) 670 670 1030 Passed (65 MID Span 1 under Roof ALTERNATE span loading
Live Load Defl (in) 0.328 0.399 Passed (U439) MID Span 1 under Roof ALTERNATE span loading
Total Load Defl (in) 0.512 0.599 Passed (L/281) MID Span 1 under Roof ALTERNATE span loading
Deflection Criteria: STANDARD(LL:U360,TL:U240).
Allowable moment was increased for repetitive member usage.
Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 9" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis.
Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered.
-The load conditions considered in this design analysis include altemate member pattem loading.
ADDITIONAL NOTES:
IMPORTANT! The analysis presented is output from software developed by iLevel iLevel® warrants the sizing of its products by this software will
be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design
loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
-THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in
accordance with 2001 NDS methodology.
Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone: 360 -417 -0501
Fax :360 -417 -0514
tracy@zenovic.net
Copyright 2009 by iLevel Federal Way, WA.
N:\Activeprojects\11035-ALOVE OF WOOD \ENGR \Structual \RAFTERS.sms
e ve: RAFTERS
by Weyerhaeuser 1 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir #2 12" o/c
TJ -Beam® 6.36 Serial Number: 7005106903
User:2 3/4/2011 3:01:20 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Paget Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
2' 7.75" A 11' 11.75"
Max. Vertical Reaction Total (lbs) 357 237
Max. Vertical Reaction Live (lbs) 223 149
Selected Bearing Length (in) 1.50(W) 1.50(W)
Max. Unbraced Length (in) 177 177 177
Loading on all spans, LDF 0.90 1.0 Dead
Shear at Support (lbs) -31 85 -79
Max Shear at Support (lbs) -40 94 -85
Member Reaction (lbs) 134 85
Support Reaction (lbs) 134 87
Moment (Ft -Lbs) N/A -53 243
Loading on all spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -82 227 -210
Max Shear at Support (lbs) -106 251 -228
Member Reaction (lbs) 357 228
Support Reaction (lbs) 357 233
Moment (Ft -Lbs) N/A -140 649
Live Deflection (in) -0.190 0.307
Total Deflection (in) -0.304 0.492
ALTERNATE span loading on odd spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -82 160 -140
Max Shear at Support (lbs) -106 176 -153
Member Reaction (lbs) 282 153
Support Reaction (lbs) 282 156
Moment (Ft -Lbs) N/A -140 426
Live Deflection (in) -0.067 0.134
Total Deflection (in) -0.181 0.318
ALTERNATE span loading on even spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -56 223 -213
Max Shear at Support (lbs) -73 248 -232
Member Reaction (lbs) 320 232
Support Reaction (lbs) 320 237
Moment (Ft -Lbs) N/A -96 670
Live Deflection (in) -0.218 0.328
Total Deflection (in) -0.332 0.512
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone: 360 -417 -0501
Fax 360-417-0514
tracy @zenovic.net
Copyright 2009 by iLevel Federal Way, WA.
N:\Active_Projects\11035-ALOVE OF WOOD \ENGR \Structual \RAFTERS.sms
e e 4 ROOF BEAM
by WeYerhheuscr 5 1/8" x 10 1/2" Glulam (24F V4 DF)
TJ -Beam® 6.36 Serial Number: 7005106903
User:2 3/4/2011 3:01:53 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0/12 Roof SlopeO/12 Overall Dimension: 23' 4"
Pi El
b 6' 12' 2" b 5
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 8'
Primary Load Group Roof (psf): 25.0 Live at 125 duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length Live /Dead /UpliftITotal
1 Stud wall 3.50" 1.96" 2616 1662 0 4277 By Others None
2 Stud wall 3.50" 1.73" 2329 1444 0 3772 By Others None
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 2230 1890 10763 Passed (18 Lt. end Span 1 under Roof ADJACENT span loading
Moment (Ft -Lbs) -6290 -6290 18148 Passed (35 Left OH under Roof ALTERNATE span loading
Live Load Defl (in) 0.231 0.410 Passed (2U638) Left OH under Roof ALTERNATE span loading
Total Load Defl (in) 0.329 0.615 Passed (2U448) Left OH under Roof ALTERNATE span loading
Deflection Criteria: STANDARD(LL:U360,TL:U240).
Bracing(Lu): All compression edges (top and bottom) must be braced at 23' 4" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
-The load conditions considered in this design analysis include altemate and adjacent member pattern loading.
ADDITIONAL NOTES:
IMPORTANT! The analysis presented is output from software developed by iLevel iLevel® warrants the sizing of its products by this software will
be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions
have been provided by the software user. This output has not been reviewed by an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above.
-The analysis presented is appropriate for Glulam beams.
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone: 360 -417 -0501
Fax 360-417-0514
tracy @zenovic.net
Copyright O 2009 by iLevel®, Federal Way, WA.
TJ -Beam® is a registered trademark of iLevel
N:\Active_Projects\11035-ALOVE OF WOOD \ENGR \Structual \ROOFBEAM.sms
-eve ROOF BEAM
by Weyerhaeuser 5 1/8" x 10 1/2" Glulam (24F V4 DF)
TJ -Beam® 6.36 Serial Number: 7005106903
User:2 3/4/2011 3:01:53 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 2 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
6' 1.75" A 11' 10.50" A 5' 3.75"
Max. Vertical Reaction Total (lbs) 4277 3772
Max. Vertical Reaction Live (lbs) 2616 2329
Required Bearing Length in 1.96(W) 1.73(W)
Max. Unbraced Length (in) 280 280 280 280 280
Loading on all spans, LDF 0.90 1.0 Dead
Shear at Support (lbs) -682 708 -601 571
Max Shear at Support (lbs) -818 844 -737 707
Member Reaction (lbs) 1662 1444
Support Reaction (lbs) 1662 1444
Moment (Ft -Lbs) N/A -2513 161 -1878 0
Loading on all spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -1707 1772 -1504 1429
Max Shear at Support (lbs) -2047 2112 -1844 1769
Member Reaction (lbs) 4159 3613
Support Reaction (lbs) 4159 3613
Moment (Ft -Lbs) N/A -6290 403 -4700 0
Live Deflection (in) 0.148 -0.015 0.087
Total Deflection (in) 0.246 -0.025 0.145
ALTERNATE span loading on odd spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -1707 1280 -1012 1429
Max Shear at Support (lbs) -2047 1518 -1250 1769
Member Reaction (lbs) 3565 3019
Support Reaction (lbs) 3565 3019
Moment (Ft -Lbs) N/A -6290 -1348 -4700 0
Live Deflection (in) 0.231 -0.063 0.159
Total Deflection (in) 0.329 -0.071 0.217
ALTERNATE span loading on even spans, LDF 1.25 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -1195 1731 -1544 1000
Max Shear at Support (lbs) -1432 2071 -1884 1238
Member Reaction (lbs) 3504 3122
Support Reaction (lbs) 3504 3122
Moment (Ft -Lbs) N/A -4402 2039 -3289 0
Live Deflection (in) -0.010 0.044 -0.028
Total Deflection (in) 0.089 0.036 0.029
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone: 360 -417 -0501
Fax :360 -417 -0514
tracy @zenovic.net
Copyright 0 2009 by iLevel®, Federal Way, WA.
TJ -Beam® is a registered trademark of iLevel
N:\Active_Projects\11035-ALOVE OF WOOD \ENGR \Structual \ROOFBEAM.sms
e "e ROOF BEAM
by Weyerh euser 5 1/8" x 10 1/2" Glulam (24F V4 DF)
TJ -Beam® 6.36 Serial Number: 7005106903
User:2 3/4/2011 3:01:53 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 3 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
ADJACENT span loading over support 1, LDF 1.25, 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -1707 1890 -1385 1000
Max Shear at Support (lbs) -2047 2230 -1725 1238
Member Reaction (lbs) 4277 2963
Support Reaction (lbs) 4277 2963
Moment (Ft -Lbs) N/A -6290 1177 -3289 0
Live Deflection (in) 0.114 0.013 0.010
Total Deflection (in) 0.213 -0.013 0.068
ADJACENT span loading over support 2, LDF 1.25, 1.0 Dead 1.0 Floor 1.0 Roof
Shear at Support (lbs) -1195 1613 -1663 1429
Max Shear at Support (lbs) -1432 1953 -2003 1769
Member Reaction (lbs) 3385 3772
Support Reaction (lbs) 3385 3772
Moment (Ft -Lbs) N/A -4402 1321 -4700 0
Live Deflection (in) 0.024 0.020 0.049
Total Deflection (in) 0.122 0.012 0.106
PROJECT INFORMATION: OPERATOR INFORMATION:
A LOVE OF WOOD 2101 DRIFTWOOD PLACE, PORT ANGELES Tracy Gudgel
Zenovic and Associates, Inc.
301 East 6th Street, #1
Port Angeles, WA 98362
Phone: 360 -417 -0501
Fax 360-417-0514
tracy@zenovic.net
Copyright O 2009 by iLevel Federal Way, WA.
TJ -Beam® is a registered trademark of iLevel®.
N:\Aotive_Projects\11035-ALOVE OF WOOD \ENGR \Structual \ROOFBEAM.sms
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
e
Application pin number 345428
Property Address 2101 DRIFTWOOD PL
ASSESSOR PARCEL NUMBER: 06-30-01-6-0- 1700 -0000-
Tenant nbr, name HELEN M MILLER REPORT SALES TAX
Application type description MECHANICAL APPL. PERMIT
Subdivision Name on your state excise tax form
Property Use to the City of Port Angeles
Property Zoning RS9 RESDNTL SINGLE FAMILY Y 9
Application valuation 4882 (Location Code 0502)
Application desc
INSTALL A WOOD- BURNING STOVE
Owner Contractor
HELEN M MILLER EVERWARM INC
1311 HOOKER RD 257151 HWY101
SEQUIM WA 98382 PORT ANGELES WA 98362
(360) 452 -3366
Permit MECHANICAL PERMIT
Additional desc WOOD- BURNING STOVE
Permit pin number 178798
Permit Fee 60.65 Plan Check Fee .00
Issue Date 12/10/10 Valuation 0
Expiration Date 6/08/11
Qty Unit Charge Per Extension
BASE FEE 50.00
1.00 10.6500 EA ME- STOVE /FIREPLACE /MISC. APP. 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
ie6f)
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 has 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.
ILA o/ o Ttt TIvel' tort
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder)
T:Forms /Building Division /Building Permit
5
BUILDING PERMIT INSPECTION RECORD
PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS
Building Inspections 417 4815 Electrical Inspections 417 4735
Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage Downspouts
Piers
Post Holes (Pole Bldgs.)
PLUMBING:
Under Floor Slab
Rough -In
Water Line (Meter to Bldg)
Gas Line Q
Back Flow Water FINAL Date Accepted by
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists Girders Under Floor
Shear Wall Hold Downs
Walls Roof Ceiling
Drywall (Interior Braced Panel Only)
T -Bar
INSULATION:
Slab
Wall Floor Ceiling
MECHANICAL:
Heat Pump Furnace FAU Ducts
Rough -In
Gas Line
Wood Stove Pellet Chimney
Commercial Hood Ducts FINAL Date Accepted by
MANUFACTURED HOMES: 'ID
Footing Slab
Blocking Hold Downs
Skirting
PLANNING DEPT. Separate Permit #s SEPA:
Parking Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE
0
Inspection Type Date Accepted By p
52�
Electrical 417 -4735
Construction R.W. PW Engineering 417 -4831 C
Fire 417 -4653
Planning 417 -4750
Building 417 -4815 (q -I)
U'1
T:Forms /Building Division /Building Permit
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number 11- 00000233 Date 3/16/11
Application pin number 112757
Property Address 2101 DRIFTWOOD PL REPORT SALES TAX
ASSESSOR PARCEL NUMBER: 06-30-01-6-0- 1700 -0000-
Tenant nbr, name HELEN M MILLER on your state excise tax form
Application type description RES REMODEL to the City of Port Angeles
Subdivision Name
Property Use (Location Code 0502)
Property Zoning RS9 RESDNTL SINGLE FAMILY
Application valuation 3200
Application desc
REMOVE WINDOW, INSTALL DOOR, SIDING
Owner Contractor
HELEN M MILLER A LOVE OF WOOD
1311 HOOKER RD 223 VIEW RIDGE DR.
SEQUIM WA 98382 PORT ANGELES WA 98362
(360) 683 -2904 (360) 460 -9816
Structure Information 000 000 INSTALL DOOR, SIDING
Permit BUILDING PERMIT RESIDENTIAL
Additional desc INSTALL DOOR, SIDING
Permit pin number 182659
Permit Fee 123.75 Plan Check Fee .00
Issue Date 3/16/11 Valuation 3200
Expiration Date 9/12/11
Qty Unit Charge Per Extension
BASE FEE 95.75
2.00 14.0000 THOU BL- 2001 -25K (14 PER K) 28.00
Other Fees STATE SURCHARGE 4.50
Fee summary Charged Paid Credited Due
Permit Fee Total 123.75 123.75 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 4.50 4.50 .00 .00 ►lJ�%
Grand Total 128.25 128.25 .00 .00 u 1
1
/�J
v
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 has 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.
Date Print Name Signature of pntractor or Authorized Agent Signature of Owner (if owner is builder)
T:Forms /Building Division /Building Permit
BUILDING PERMIT INSPECTION RECORD
PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS
Building Inspections 417 4815 Electrical Inspections 417 4735 V
Public Works Utilities 41.7 4831 Backflow Prevention Inspections 417 4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage Downspouts
Piers
Post Holes (Pole Bldgs.)
PLUMBING:
Under Floor Slab
Rough -In
Water Line (Meter to Bldg)
Gas Line
Back Flow Water FINAL Date Accepted by
AIR SEAL:
Walls /V
Ceiling
FRAMING: C>
Joists Girders Under Floor
Shear Wall Hold Downs
Walls Roof Ceiling
Drywall (Interior Braced Panel Only)
T -Bar
INSULATION:
Slab
Wall Floor Ceiling
MECHANICAL:
Heat Pump Furnace FAU Ducts
Rough -In
Gas Line
Wood Stove Pellet Chimney O
Commercial Hood Ducts FINAL Date Accepted by 0
MANUFACTURED HOMES:
Footing Slab
Blocking Hold Downs
Skirting
PLANNING DEPT. Separate Permit #s SEPA:
Parking Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE
Inspection Type Date Accepted By
Electrical 417 -4735
Construction R.W. PW Engineering 417 -4831
Fire 417 -4653 F
Planning 417 -4750
3
Building 417 -4815 D
T:Forms /Building Division /Building Permit
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noR7.,,tr BUILDING PERMIT APPLICATION Print in ink
sc, CITY OF PORT ANGELES
7. For City Use Only
T 7:77 Attn: Building Permit Technician C_. Date Received
-I(
321 E. Fifth St., Port Angeles, WA 98362 /c
(360) 417-4815 fax (360) 417-4711
M Permit i j�j
Date Approved
Applicant r, y Phone3(,_ -07r .77 yG .--,5i4)
Property Owner 0 ,z Phone 3 -9ey
Property Owner's Address -//,/-/a ,(e/
Contractor 4.4._ Phone y/ s
Contractor's Address %s -7--"Ader
License ..4)u= -S 9, 3d, Expires 9 zol3 E -mail e2-1,07 „re2rc7„)��
PROJECT ADDRESS a7i /,dei ,q, ue
Parcel Number Lot Zoning
Project Type Brief Description: (Residential Multi- family Commercial o Industrial
Check all that apply
New Construction
o Addition C
'ykRemodel lFe177 b o 164 n.Gr✓ dvg..: j 1' i.�r*.-
Repair
Demolition
Re -roof House o garage other o tear off re -roof lay over one layer
Heat System Heat pump wood burning stove gas fireplace pellet stove o other
Other
Floor Areas Existing (sq. ft.) Proposed (sq. ft.)
Basement per sq. ft.
1 Floor
2 Floor
3 Floor
Garage
Carport
Covered Porch A— ----J
Deck Mr
Shed
Other
exS ----..—'s-\
TOTAL VALUATION 32_6e..2,
Total footprint of structures sq. ft. T Lot size s.. if Lot coverage
Site Coverage the amount of impervilr rface on a parcel, including structu:: .vewa s side, '.s,
and other impervious surfaces. (see P C 17.94.135 for exemptions) Site coverage
Max. height of proposed structures ft. Occupancy group of bedrooms
9 P p P Y9 P
Will a lawn sprinkler system be ins =lied? Occupant load of full baths
Will a fire sprinkler system be ins :lied? Construction pe of half baths
have read and completed this application and know it 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, and to obtain permits prior to workin., on •ects.
Date 3//.7 Print Name* a fr-71- ,�G Signatur-,,_�,
.4 111156
T:Forms /Building Division /Building permit application
r
CITY OF PORT ANGELES
f�� DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number 11- 00000159 Date 2/18/11
Application pin number 726262
Property Address 2101 DRIFTWOOD PL
ASSESSOR PARCEL NUMBER: 06- 30- 01 -6 -0- 1700 -0000- REPORT SALES TAX
Tenant nbr, name HELEN M MILLER
Application type description PLUMBING PERMIT on your state excise tax form
Subdivision Name to the City of Port Angeles
Property Use (Location Code 0502)
Property Zoning RS9 RESDNTL SINGLE FAMILY
Application valuation 7000
Application desc
NEW BATHROOM TUB, ETC.
Owner Contractor
HELEN M MILLER A LOVE OF WOOD
1311 HOOKER RD 223 VIEW RIDGE DR.
SEQUIM WA 98382 PORT ANGELES WA 98362
(360) 460 -9816
Permit MECHANICAL PERMIT
Additional desc
Permit pin number 181677
Permit Fee 72.05 Plan Check Fee .00
Issue Date 2/18/11 Valuation 0
Expiration Date 8/17/11
Qty Unit Charge Per Extension
BASE FEE 50.00
1.00 7.2500 EA ME -VENT FAN (SINGLE DUCT) 7.25
1.00 14.8000 EA ME- HEATER(SUSP /WALL /FLOOR -MTD) 14.80
Permit PLUMBING PERMIT
Additional desc NEW BATHROOM TUB, ETC.
Permit pin number 181669
Permit Fee 86.00 Plan Check Fee .00
Issue Date 2/18/11 Valuation 0
Expiration Date 8/17/11
Qty Unit Charge Per Extension Z�
BASE FEE 50.00
1.00 7.0000 EA PL- PLUMBING TRAP 7.00
1.00 7.0000 EA PL -WATER LINE 7.00
1.00 15.0000 EA PL -SEWER LINE 15.00
1.00 7.0000 EA PL -WATER HEATER 7.00
Fee summary Charged Paid Credited Due
Permit Fee Total 158.05 158.05 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 158.05 158.05 .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 has 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.
4 re
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder)
T: Forms /Building Division /Building Permit
BUILDING PERMIT INSPECTION RECORD
PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS
Building Inspections 417 -4815 Electrical Inspections 417 -4735
Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage Downspouts
Piers
Post Holes (Pole Bldgs.)
PLUMBING:
Under Floor Slab
Rough -In 3 —11 _1(
Water Line (Meter to Bldg)
Gas Line i(1
Back Flow Water FINAL Date Accepted by
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists Girders Under Floor
Shear Wall Hold Downs
Walls Roof Ceiling
Drywall (Interior Braced Panel Only)
T -Bar
INSULATION:
Slab e
C
Wall Floor Ceiling
MECHANICAL:
Heat Pump Furnace FAU Ducts
Rough -In
Gas Line
Wood Stove Pellet Chimney Q I
Commercial Hood Ducts FINAL Date U Accepted by
MANUFACTURED HOMES:
Footing Slab
Blocking Hold Downs
Skirting
PLANNING DEPT. Separate Permit #s SEPA:
Parking Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE
Inspection Type Date Accepted By
Electrical 417 -4735
C
Construction R.W. PW Engineering 417 -4831
Fire 417 -4653
Planning 417 -4750
Building 417 -4815 1
T:Forms /Building Division /Building Permit
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i3ORI 4,‘„ BUILDING PERMIT APPLICATION Print in ink
CITY OF PORT ANGELES For City Use Only:
Attn: Building Permit Technician Date Received 2 —la
321 E. Fifth St., Port Angeles, WA 98362 Permit t 15a
(360) 417 -4815 fax (360) 417 -4711 Date Approved
Applicant ,A,ove__ �oo✓� Phone 9/7 aZ77�,c ybv 9t�,t
Property Owner /i Phone
Property Owner's Address J311 N A Se- tu,vvt (dk ci S 2-
Contractor 1 14vc- oi fr�o Phone.47- 77,7oe- 96o 9,6W
Contractor's Address 07,3 ,a/('
License .lovz tvul 93,3GZ Expires?/y/)3 E -mail „Lviec„7w�,wr7� 1-c
PROJECT ADDRESS /off (Z94/ kt/Or
Parcel Number Lot Zoning
Project Type Brief Description: Residential Multi- family Commercial Industrial
Check all that apply
New Construction
Addition
XRemodel 4 f e )4Ge4 •ip -14kci y rapc/b/ ia�✓ h!w P.�v�
Repair t?J ✓f /,roc 1 f j i 1 A l; bc.1Z- 2erl %�St.) c1 ✓a- r�vi,v7s E /hi
Demolition
Re -roof House garage ❑'other tear off re -roof lay over one layer
Heat System Heat pump wood- burning stove gas fireplace pellet stove other
Other
Floor Areas Existing (sq. ft.) Proposed (sq. ft)
Basement per sq. ft.
1 Floor
2 Floor
3 Floor
Garage ariM
Carport
Covered Porch
Deck
Shed
Other J
TOTAL VALUATION
Total footprint of structures :q. ft. Lot size
Site Coverage the amount of impe ious •rface on a parcel, including struct■ et, paved driveways, sidewa patios
and other impervious surfaces. (see C 17.94.135 for exemptions) Site coverage
Max. height of proposed structures ft. Occupancy gro of bedrooms
Will a lawn sprinkler system be it tailed? Occupant loa of full bat
Will a fire sprinkler system be stalled? Constructi• type of half •aths
I have read and completed this application and know it 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, and to obtain permits prior to working o •roje s.
Date th/oe// Print NameAFeG_i3i-e Signat o�v►
T:Forms /Building Division /Building permit application
Clallam County Assessor Treasurer Property Details 63093 HELEN M MILLER for... Page 1 of 4
Ciaiiarn County Assessor Treasurer
Property Search Results 63093 HELEN M MILLER for Year 2011 2012
Property
Account
Property ID: 63093 Legal Description: LOT 17 BL B
SEABREEZE
ESTATES DIV II
Geographic ID: 0630016017000000 Agent Code:
Type: Real
Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 11
Open Space: N DFL N
Historic Property: N Remodel Property: N
Multi Family Redevelopment: N
Township: Section:
Range:
Location
Address: 2101 DRIFTWOOD PL Mapsco:
PORT ANGELES, WA 98363
Neighborhood: Cycle 5 Res Map ID: 3
Neighborhood CD: 1095513
Owner
Name: HELEN M MILLER Owner ID: 110678
Mailing Address: 1311 HOOKER RD Ownership: 100.0000000000%
SEQUIM, WA 98382
Exemptions:
Taxes and Assessmen Details
Property Tax Information as 011
Amount Due if Paid on ice- NOTE: If you plan to submit payment on a future date, make sure you enter the date and
click RECALCULATE to obtain the correct total amount due.
First Second
Half Half
Base Base
Year Statement ID Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due
2011 157372 ST SCH STATE SCHOOL $197.56 $197.55 $0.00 $0.00 $0.00 $395.11
2011 157372 CC -GEN COUNTY CLALLAM $109.06 $109.05 $0.00 $0.00 $0.00 $218.11
2011 157372 SD #121 SCHOOL DISTRICT #121 $258.24 $258.23 $0.00 $0.00 $0.00 $516.47
2011 157372 CITY PORT ANG CITY OF PORT ANGELES $251.77 $251.76 $0.00 $0.00 $0.00 $503.53
2011 157372 PORT PORT OF PORT ANGELES $15.35 $15.35 $0.00 $0.00 $0.00 $30.70
2011 157372 NTH OLY LIB NORTH OLYMPIC LIBRARY $45.74 $45.73 $0.00 $0.00 $0.00 $91.47
2011 157372 HOSP #2 HOSPITAL #2 $44.77 $44.77 $0.00 $0.00 $0.00 $89.54
2011 157372 WSMET PK DIST WILLIAM SHORE MET PARK DIST $13.61 $13.61 $0.00 $0.00 $0.00 $27.22
2011 157372 CITY STORMWATER CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $0.00 $72.00
2011 157372 WEED CONTROL WEED CONTROL $0.82 $0.81 $0.00 $0.00 $0.00 $1.63
2011 157372... .._
2 TOTAL: $972.92 $972.86 $0.00 $0.00 $0.00 $1945.78
2010 45649 ST SCH STATE SCHOOL $161.19 $205.39 $0.00 $0.00 $366.58 $0.00
2010 45649 CC -GEN COUNTY CLALLAM $85.78 $109.31 $0.00 $0.00 8195.09 80.00
2010 45649 SD #121 SCHOOL DISTRICT #121 $0.00 $452.52 $0.00 $0.00 $452.52 $0.00
2010 45649 CITY PORT ANG CITY OF PORT ANGELES $172.78 $276.15 $0.00 $0.00 $448.93 $0.00
2010 45649 PORT PORT OF PORT ANGELES $12.06 $15.36 $0.00 $0.00 $27.42 $0.00
2010 45649 NTH OLY LIB NORTH OLYMPIC LIBRARY $24.93 $31.76 $0.00 $0.00 $56.69 $0.00
2010 45649 HOSP #2 HOSPITAL #2 $35.19 $44.84 $0.00 $0.00 $80.03 $0.00
•2010 45649 WSMET PK DIST SHORE MET PARK DIST $11.20 $14.26 $0.00 $0.00 $25.46 $0.00
2010 45649 CITY STORMWATER CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $72.00 $0.00
2010 45649 WEED CONTROL- WEED CONTROL 80.82 $0.81 $0.00 $0.00 $1.63 $0.00
2010 45649 TOTAL: $539.95 $1186.40 $0.00 $0.00 $1726.35 $0.00
Values
Improvement Homesite Value: N/A
Improvement Non Homesite Value: N/A
Land Homesite Value: N/A
Land Non Homesite Value: N/A Ag Timber Use Value
Curr Use (HS): N/A N/A
Curr Use (NHS): N/A N/A
Market Value: N/A
Productivity Loss: N/A
Subtotal: N/A
http: /websrv8.clallam. net propertyaccess /Property.aspx ?cid =0 &year= 2011 &prop_id =63093 2/18/2011
ELECTRICAL PERMIT d
CITY OF PORT ANGELES }.1
360 -417 -4735
Application Number 11- 00000230 Date 3/16/11
Application pin number 572730
Property Address 2101 DRIFTWOOD PL REPORT SALES TAX
ASSESSOR PARCEL NUMBER: 06- 30- 01 -6 -0- 1700 -0000- on your excise tax form
Application type description ELECTRICAL ONLY
Subdivision Name to the City of Port Angeles
Property Use (Location Code 0502)
Property Zoning RS9 RESDNTL SINGLE FAMILY
Application valuation 0
Application desc
5 circuits remodel lights fans heaters
Owner Contractor
HELEN M MILLER SIMPSON ELECTRIC
1311 HOOKER RD 243036 W HWY 101
SEQUIM WA 98382 PORT ANGELES WA 98363
(360) 457-9270
Permit ELECTRICAL ALTER RESIDENTIAL w
Additional desc
Permit pin number 182626 CY
Permit Fee 83.90 Plan Check Fee .00
Issue Date 3/16/11 Valuation 0
Expiration Date 9/12/11
Qty Unit Charge Per Extension
1.00 73.5000 ECH EL- BRANCH CIRCUIT WO /FEEDER 73.50
4.00 2.6000 ECH EL -ECH ADDNT BRANCH CIRCUIT 10.40
Fee summary Charged Paid Credited Due
Permit Fee Total 83.90 83.90 .00 .00 TA\
Plan Check Total .00 .00 .00 .00
Grand Total 83.90 83.90 .00 .00
0
0
c.10
ek2-
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE
ROUGH -IN S 23 1» vi;
FINAL s 2311(
COMMENTS:
PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X Date:
G: \EXCHANGE \BUILDING
RECENED 4 4
VO" 414/r
MAR 1 5 2011 ,�Ilr� Q
CITY OF PORT ANGELES PERMIT APPLICATION I IN)
ELECTRICAL 1
Building Division/Electrical Inspections 1 i
321 Fast Birth Street P.O. Ro x 11,501 Port Angeles Washington, 9$36�]NSPECTION ^1
Fin (360) 417-4735 Fax: (360) 417 -4711
Data: 3-15- I l
C 1 2 Single Family Dwelling Multi Family or Commercial" Commercial Addition 1 Alteration Remodel I Repair*
Plan Review May Be Required omp eteI�ctrical Plan Review Information Sheet
Job Address: _2.L.0
Building Square Footage: 1 @C° ri 1 •c 1 -5
Description of above r i r1
Owner 1 on Gontrer
1 .1n
Name: Neme: FOI7 r i C..
Melling ArNie s: a 1 i t? I ri•f t odd Meiling Add s O 1
City: t' A State: JAIL Zip: 10,.3 City State• __e_ zi
Phone Fax, Phone: n -9 e1 Fax
rj 3` m r te
License I Exp. 7 3 —I?- 9_
Gook Sc.))( Sc.))( 3 eon 4rru k* .."-Kee p �7 c 7 7 9 License Exp. Tt�l ci�1t Mu'' Hf UJ�tt Chame1
Item
Service/Feeder 200 Amp. 119.90
ServlcelFeedar 201 -400 Amp. 145.50
SorvicelFeeder 401 -600 Amp 204.60
Servica!Fseder 601 -1000 Amp. $262.20
ServicalFeederover 1000 Amp, 377.50
Branch Circuit Wl Service Feeder 2.60
Branch Clrcult W!0 Service Feeder 73.60
Each Additional Branch Circuit 2.60
Temp. Senlce! Feeder 200 Amp. 92.70
Tamp. Service/Feeder 201.400 Amp. 110.30
Temp. Service/Feeder 401- 600Amp. 148.70, 148.70,
Temp. ServlcelFeeder6D1.1Qt10Amp 167.90
Portal to Portal Hourly 95,90 a-
SignlOtdllne Lighting 8820
Signal Circuit/ Limited Energy! First 1500 sf Commercial 95.90
Note: $5.00 for each additional 1500 st
Signal Circuit! Limited Energy -1 2 Family Dwelling 63.90
Signal Circuit/ limited Energy Muhl -Family Dwelling 63.90
Manufarhrred Home Connection $119.90
RenewabteElectrical Energy SKVA System or Less $102,30 $r
Thermostat 56.00
NEW CONSTRUCTION ()NIX:,
First 130D Square Ft. $110,30 $r
Each Additional 500 Square Fl. or Portion of 35.20
Each Outbuilding or Detached Garage 73.50
Each Swimming Pool or Hot Tub 110.30 OTotal
3
Owner as defined by RCW.19.28.261: (1) Owner will occupy the shuchrte for two years after this electrical permit is finalize) ;2) Owner is required
to hire en electrical contractor if above said property is for sale, rent or lease. Permit expires alter six months of last inspect 'I
After reading the above statement, thereby certify that am the ownerof the Above named property or a licensed electrical x ntractor. I am making
the elecMcal installation or alteration in compliance with the electrical laws, N.EC., RCW. Chapter 19.213, WAC. Chapter 29 :r t6B, The City of Part
Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications.
Signetu owner, electrical cont or electrical administrator: Cash Cheek
tp crrartcods B'V) `Q-
Dot .4 1 .5 I ntAr112m0
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
HELEN M MILLER
1311 HOOKER RD
SEQUIM
Qty
1 00
1 00
Fee summary
Permit Fee Total
Plan Check Total
Grand Total
WA 98382
Unit Charge Per
73 5000 ECH
2 6000 ECH
Charged
76 10
00
76 10
Signature of owner or Electric al Contractor X
G• \EXCHANGE \BUILDING
ELECTRICAL PERMIT
CITY OF PORT ANGELES
360 417 -4735
11 00000082
491562
2101 DRIFTWOOD PL
06 30 01 6 0 1700 0000
ELECTRICAL ONLY
RS9 RESDNTL SINGLE FAMILY
0
Contractor
Permit EL:CCTRICAL ALTER RESIDENTIAL
Additional desc EX, MILE/ DUCTLESS HP
Permit pin number 180786
Permit Fee 76 10
Issue Date 1/26/11 Valuation
Expiration Date 7/25/11
EXTRA MILE TECH ELECT LLC
418 N RACE ST
PORT ANGELES WA 98362
(360) 457 0198
Plan Check Fee
EL BRANCH CIRCUIT WO /FEEDER
EL ECH ADDNT BRANCH CIRCUIT
Paid Credited
76 10 00
00 00
76 10 00
INSPECTION TYPE DATE.
DITCH
SERVICE
ROUGH IN
FINAL
COMMENTS
PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION
Date 1/26/11
RESULTS
Ili 111
71 I r6 RP
Extension
73 50
2 60
Due
00
00
00
0 0
0
REPORT SALES TAX
on your excise tax form
to the City of Port Angeles
(Location Code 0502)
INSPECTOR.
Date:
;ity or Pon Angeles Permit Application
auilding OlvisionlEleetrleai Inspections
321 East Filth Street P.O. Don 11601
Pon Angeles Washington, 98382
Pn (380)417.4735 Far 1360) 4174111
;ale. L
12 Smgie F amdy Owening
1•'ulu F rni.y at Common gal'
ummercral Audition I Alteration r RerOrle' Row r'
Ran Review May Be Required, Please Complete Electrical Plan Review Inlorrr)�Iion Sheet
OAddress i c.+ F _f i tip 1- lam.
il scion!. Frnla e' I
I
iTj i101'll!1�1r1flDIP, 1 1
UnitchasR
1191
$145.50
104.60
262 '0
1" .50
i6'
1
11
250
92 1t.
I 1
!48'
S 01.90
S 9591►
S 88 20
S 3S 011
3 63.90
5 63.30 1.
$119.90
5102.50
S 110.30
3 35.20
13 50
5 )10 30
S S6 en
Signature of owner, electrical ontraotor or 64ctrical administrator
Rhea c�
10 (Qty Multiplied by Unit Charger
SeMtbiFeede 200 Amp.
SBN���FSgV�( Amp!
Service/Feeder 401 -900 Amp.
Senice/Feeder 601.1000 Amp.
ServicelFeeder over 1000 Amp.
erench Chet WI Service Feeder
j 5 Branch Circe W!O Service Feeder
r bt(L Each Additional Branch Chcuit
Sepicel Feeder 200 Amp.
temp. StivlcelFeeder 201-400 Amp.
y Temp. Servlceffeeder 401800 Amp,
Temp. Service/Feeder 601 -1000 Amp.
portal to Porla1 Hoat
SignlOulline Lighting
Signal Circuit/ Limited Energy Commercial. Additonet 1500 Sr 00
Signal Circuit/ limited Energy 112 Family Dwelling
Signal Circuit( L Energy Multi-Family Dwelling
Manufactured Home Connection
Renewable Electrical Energy SKVA System or less
First 1300 Square rt.
Each Additional 500 Square Ft. or Ponion of
j rT
Each Qetbuoding or Detached Darage
Eath Swimming Pool m UM Tub
Thermostat
Credit Cardts
1 (l 2 1 1 'l.•.�
!+ma h110�mati Z C tractor kdotm
,ame j tier Nae; EX it�F M (.0 T��i f 1 c �Z
laili�o rlddt�5� �.l All l 4.1 Meillm Address:
lv Slate: JIM 'fir 78, 5 City: _214.„ Stale _le(& c l k 4: Z
C hdne. g Fax' phone: Y57J»1 Fax: r
Jcense a l p license I Ex 61 I c
Owner as defined by RCW.19.18.181: (1) Owner will occupy the struclure for two years eller this electrical permit is finalized (2) Owner Is required to hire an electrical contractor It
above said property Is for safe, rent or tease. Permit expires attar six months al fest Inspection.
Alter reeding the above statement. I hereby artily Mal em the owner of the above named property or a licensed electrical module-tor. I am making tin alactrkal Instelleaon or
altarellon In comollence with Ne elaclrlcal laws, N.E.0 RCW. Chapter 19.28, WAC. Chapter 296.46e, The City of Pot Angeles Municipal Code, and Utility Speelnations
Cosh
Application desc
DUCTLESS HEAT PUMP
Owner
HELEN M MILLER
1311 HOOKER RD
SEQUIM
(360) 683 2904
1 00
Fee summary
Permit Fee Total
Plan Check Total
Grand Total
T Forms /Building Division /Building Permit
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
rgppilcai.lon numoer
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr name
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
WP 98382
Permit MECHANICAL PERMIT
Additional desc DUCTLESS HEAT PUMP
Permit pin number 180703
Permit Fee 64 80
Issue Date 1/21/11
Expiration Date 7/20/11
Qty Unit Charge Per
14 8000 EA
Charged
11 uuuuuu
357424
2101 DRIFTWOOD PL
06 30 01 6 0 1700 0000
HELEN M MILLER
MECHANICAL APPL PERMIT
RS9 RESDNTL SINGLE FAMILY
5040
Contractor
iJace 1/21/11
DAVE S HTG COOLING SRVC INC
PO BOX 413
PORT ANGELES WA 98362
(360) 452 0939
Plan Check Fee
Valuation
BASE FEE
ME FURN /HP /FAU OR 5 TON
Paid Credited
64 80 64 80 00
00 00 00
64 80 64 80 00
Due
00
00
00
00
0
Extension
50 00
14 80
REPORT SALES TAX
on your state excise tax form
to the City of Port Angeles
(Location Code 0502)
a'
Q
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 cork has commenced or if required inspections have not been requested within 180 days from the
last inspection I hereby certify ti at 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 v olate or cancel the provisions of any state or local law regulating construction or the performance of
construction f^
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder)
Inspection Type
FOUNDATION
Footings
Stemwall
Foundation Drainage Downspouts
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 Under Floor
Shear Wall Hold Downs
Walls Roof Ceiling
Drywall (Interior Braced Panel Only)
T -Bar
INSULATION
Slab
Wall Floor Ceiling
MECHANICAL.
Heat Pump Furnace FAU Ducts
Rough -In
Gas Line
Wood Stove Pellet Chimney
Commercial Hood Ducts
MANUFACTURED HOMES
Footing Slab
Blocking Hold Downs
Skirting
BUILDING PERMIT INSPECTION RECORD
PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS
Building Inspections 417 -4815 Electrical Inspections 417 -4735
Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED
POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Date
PLANNING DEPT Separate Permit #s SEPA.
Parking Lighting I ESA.
Landscaping I SHORELINE.
Inspection Type
Electrical 417 -4735
Construction R.W PW Engineering 417 -4831
Fire 417 -4653
Planning 417 -4750
Building 417 -4815
T Forms /Building Division /Building Permit
Accepted By Comments
I FINAL Date Accepted by
FINAL Date dl Accepted by 0 --1 1
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE
Date Accepted By
PREPARED 1/27/11 8 15 21 INSPECTION TICKET PAGE 4
CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/27/11
ADDRESS 2 01 DRIFTWOOD PL SUBDIV
TENANT NBR HELEN M MILLER
CONTRACTOR DAVE S HTG COOLING SRVC INC PHONE (360) 452 0939
OWNER HELEN M MILLER PHONE (360) 683 2904
PARCEL 06 30 01 6 0 1700 0000
APPL NUMBER 11 00000077 MECHANICAL APPL PERMIT
PERMIT ME 00 MECHANICAL PERMIT
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
ME99 01 1/27/11
MECHANICAL FINAL TIME 09 00
January 25 2011 3 49 16 PM 1pangrle
JEANNIE (FROM DAVE S HEATING 452 0939) CALLED
MECHANICAL FINAL HEAT PUMP
JEANNIE STATES THAT THE HOME IS VACANT. SHE REQUESTED THAT
YOU CALL THE CONTACT PERSON CARL UAY AT 808 2404 AND MAKE
AN APPOINTMENT FOR AN INSPECTION
I CALLED CARL HE REQUESTED A THURSDAY INSPECTION AT 9 00
AM HE LL BE AT THE HOME AT THAT TIME TO LET YOU INSIDE TO
INSPECT
COMMENTS AND NOTES
Jan 20 11 03 22p
Parcel Number
Floor Areas
Basement
1 Floor
2nd Floor
3" Floor
Garage
Carport
Covered Porch
Deck
Shed
Other
Dave s H Cooling
3604520939
p1
BUILDING PERMIT APPLICATION Print in ink
CITY OF PORT ANGELES
Attn. Building Permit Technician
321 E. Fifth St. Port Angeles, WA 98362
(360) 417 -4815 fax (360) 417-4711
Applicant I V-€ S o.. `E v. Al Phone
Property Owner I H .e l Q r, i■'l t Ile r Phone
Property Owner's Address
Contractor t S R a_--f-1 ,r c Phone
Contractor's Address Y o sox q! 3 lio r-i- +a,.e.( a
License 1A-.Y s 1--f 9 1 K C. lrxpires 5 /ao E -mail
I
PROJECT ADDRESS I D 1 r I- P-(-wo o cf
Lot
Protect Type Brief Description. X Residential o Multi family Commercial
Check all that apply
New Construction
o Addition
o Remodel
o Repair
o Demolition
o Re -roof
Heat System
o Other
Existing (sv. ft.) Proposed (sm. ft.)
Max. height of proposed structures ft. Occupancy group
Will a lawn sprinkler system be installed? Occupant load
Will a fire sprinkler system be installed? Construction type
For City Use Only
Date Received OS-24-
Permit# 1 1=
Date Approved
4 .1 5R 0g 3q
633- a ft e�
SrrS��� 93 9
et4t!'26ko r a
/.vets cu 662. c.pth
Zo ning
of bedrooms
of full baths
of half baths
per sq. ft.
o Industrial
o House o garage o other o tear off re -roof lay over one layer
AHeat pump o wood burning stove o gas fireplace o pellet stove other
u. G -'rU S
TOTAL VALUATION O T C
Total footprint of structures sq. ft. T Lot size sq. ft. Lot coverage
Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios,
and other impervious surfaces. (see PAMC 17.94 135 for exemptions) Site coverage
have read and completed this application and know it to be true and correct. I am authorized to apply for this permirand understand
that it is y re
I onsibility to determine what permits are required, and to obtain permits prior to working on projects.
Date f Print Name CJ ..r, 1c 4n. P Signature I _Ole
T:Forrn ilding Division/Bldg Permit.doc
.
CITY OF PORT ANGELES LIGHT DEPARTMENT
321 E. Fifth Street
Port Angeles, WA 98362
(206) 457-0411
PERMIT NO. 39D 'i
,
DATE /2-9-Pc::...
ELECTRICAL PERMIT
Inst~lled By:
o READY FOR
INSPECTION
License Number:
o WILL CALL FOR
INSPECTION
Phone:
Site t\dd ress:
Own'er/Business:
Phone:
Owner/Business Address:
,
Sq. Ft.
I
-m, RESIDENTIAL
ro GOMMERCIAL -"]
~ BASEBOARD KW -L-
tJ FURNACE KW _
o FAN/WALL KW
o tjEAT PUMP KW_
o SIGN
~ TEMPORARY SERVICE
PERMANENT SERVICE
o NEW CONSTRUCTION
o REMODEL
o ADD/ALTER CIRCUITS
o SERVICE UPGRADE/REPAIR
o SPECIAL EQUIPMENT
(LIST BELOW)
o OVERHEAD SERVICE
~ UNDERGROUNn~ICE
VOLTAGE: (.<" ~ Z
~ SINGLE HAS
tJ THREE PHASE
SERVICE SIZE ~ AMPS
DetailslDescription:
,
iVOA~ ~
.
I
W.S. No. SERVICE SIZE
I
CAPACITY:
I
. 0 O.K. NOT O.K.
ACTION REQUIRED: 0 CHANGE TRANSFORMER
o INSTALL SERVICE POLE
DATE
ENGR.
o CHANGE SERVICE WIRE
o OTHER
o Ditch Inspection O.K.
I
~ rough-in/cover O.K.
ljo O.K. to connect service
.$"'t"f Final O.K.
Permit/Receipt No.
,;]90
.
Installer: New Meters
. I .Jj _
I
No.tily Port Angel s City Light by Street Address and Permit Number when ready for inspection. Work must not be covered
before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report
or on the BuildiD9. Permit. PHONE 457-0411, EXT. 224. f)O
; {1VvvI NO OCCUPANCY OR USEESTABLlSHED UNDER THIS PERMIT $ ,/0 ---
I Elec~speClor Permit Fee
WHlrE - File by address
,
YELLOW - file by number
PINK - Top: Eng, Bottom, Customer
GREEN - Top: Meter Dept., Bottom: City Hall
OLYMPIC PRINTERS INC
. ,
CITY OF PORT ANGELES LIGHT DEPARTMENT
321 E. Fifth Street
Port Angeles, WA 98362
(206) 457-0411 PERMIT NO. .--~"8 (o5?
.
ELECTRICAL PERMIT
II 10 rJ.-
o WILL CALL FOR
INSPECTION
Phone:
o READY FOR
INSPECTION
License Number:
Phone:
Owner/Business Address:
Sq. Ft.
){ TEMPORARY SERVICE
o PERMANENT SERVICE
o NEW CONSTRUCTION
o REMODEL
o ADD/ALTER CIRCUITS
o SERVICE UPGRADE/REPAIR
o SPECIAL EQUIPMENT
(LIST BELOW)
o RESIDENTIAL
o COMMERCIAL
o BASEBOARD KW _
o FURNACE KW _
o FAN/WALL KW _
o ,HEAT PUMP KW_
o ISIGN
DeLIS/DescriPtion:
~
I
I
I
!
i
I
W.S. No. SERVICE SIZE
I
CAPACITY:
I
I 0 O.K. NOT O.K.
ACifION REQUIRED: 0 CHANGE TRANSFORMER
o INSTALL SERVICE POLE
o OVERHEAD SERVICE
o UNDERGROUND SERVICE
VOLTAGE:
o SINGLE PHASE
o THREE PHASE
SERVICE SIZE AMPS
.
DATE
ENGR.
o CHANGE SERVICE WIRE
o OTHER
o Ditch Inspection 0. K.
I
o Rough-in/cover O.K.
I
/;Jv1t Q. K. to connect service
o final O.K.
S~te Address:
Permit/Receipt No.
L~.t.
Injstaller:
Ndtify Po ngel s City Light by Street Address and Permit Number when ready for inspection. Work must not be covered
before in ection and O.K. for covering has been given by the electrical inspector in writing on eitherthe Wiring Report
or bn the Buildin Permit. PHONE 457-0411, EXT. 224.
.
NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT
$
r::2CJ. 00
Permit Fee
WH,TE - File by address
YEllOW - file by number
PINK - Top: Eng, Bottom, Customer
GREEN - Top: Meter Dept., Bottom: City Hall
OLY~PIC PRINTERS INC.