HomeMy WebLinkAbout1701 W 10th St - BuildingApplication Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER
Tenant nbr name
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
MANGIAMELI JOSEPH /TERESA
P 0 BOX 2832
PORT ANGELES
(360) 417 8056
Permit
Additional desc
Permit pin number
Permit Fee
Issue Date
Expiration Date
T•\Policies \1102.15R [1/05]
Qty Unit Charge
WA 98362
Fee summary Charged
Permit Fee Total
Plan Check Total
Grand Total
RIGHT OF WAY
80 BURRIED CABLE
81885
70 00
7/13/06
1/09/07
Per
BASE FEE
70 00
00
70 00
CITY OF PORT ANGELES
PUBLIC WORKS UTILITIES DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
06 00000721
630683
1701 W 10TH ST
06 30 00 0 3 -0895 0000
WAVE BROADBAND
PUBLIC WORKS UTILITES
RS7 RESDNTL SINGLE FAMILY
0
Contractor
EXCEL UTILITIES CONSTRUCTION
54 MISTY LN
PORT ANGELES
(360) 452 1110
Plan Check Fee
Valuation
Paid Credited
70 00 00
00 00
70 00 00
Date 7/13/06
WA 98362
Due
00
00
00
00
0
Extension
70 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 authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
constructi
Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date
CALL 417 -4807 FOR UTILITY INSPECTIONS. 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.
PW UTILITIES (Engineering Division)
WATERLINE METER
SEWER CONNECTION
SANITARY
STORM
SITE DRAINAGE
SITE EROSION CONTROL
PARKING
SIDEWALK
CURB GUTTER
DRIVEWAY APPROACH
BACK -FLOW DEVICE
T\Policies \1102.15R 1/05]
RESIDENTIAL
CONSTRUCTION RW PW/ 417 -4807
ENGINEERING
FIRE 417 -4653
PLANNING DEPT 417 -4750
BUILDING 417 -4815
PERMIT INSPECTION RECORD
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED
YES I NO
I I
I I
I I
I I
I 1
I I I
I I I
1 I
I I
I 1 I
1 I
I I 1
1 I I I
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1 1
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1 I
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I 1
I 1
CONSTRUCTION RW
PW ENGINEERING
1 FIRE DEPT I
1 PLANNING DEPT I
BUILDING
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL DATE ACCEPTED
YES 1 NO
COMMENTS
I I
I I
1 I
1 I
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIV~SION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
Property Use . . . .
Property Zoning . . .
Application valuation
04-00000529 Date
.355290
1701 W 10TH ST
06~30-00-0-3-0895-0000-
RES MANUFACTURED HOME
9/07/04
RS7 RESDNTL SINGLE FAMILY
62000
Owner
Contractor
WA 98362
M & C CONSTRUCTION
653 N. 7TH AVE
SEQUIM
(360) 683-4571
NEW MANFACTURED HOME 1280SF
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
INC
MANGIAMELI, JOSEPH/TERESA
P. O. BOX 2832
PORT ANGELES
(360) 417-8056
Structure Information
Construction Type
Occupancy Type
Other struct info
WA 98382
18.20
1. 00
7000.00
1280.00
1280.00
1. 00
\' \1-
(~
t~
'-. .........0
----------------------------------------------------------------------------
Permit
Additional desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
SERVICE/FEEDER
QUALITY ELECTRIC
78.70 Plan Check Fee
9/07/04 Valuation
3/07/05
.00
o
~
'\ "-
~ '\.l
~ <:;
_.
,
0' S::-'
,... f',.
--.
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~
,....
~
Qty
1. 00
Unit Charge Per
78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
----------------------------------------------------------------------------
Special Notes and Comments
Building address sign shall not be less than 6" & not more
than 12" in height. Numbers colors must contrast with wall
color they are mounted on. (Ord. 14.36.050-E)
When roof gutters are installed, drains will located in dry
wells or piped to approved storm drain locations.
Manufactured home must be pit set so that no more than 12"
of skirting is visable above grade.
A residential fire sprinkler system shall be installed per
NFPA 13D will be required.
2nd option is to install an out side alarm bell that is
eletronicly connected to the residence's smoke detectors.
The alarm bell will be painted red in color and identified
as "Fire alarm"
The site is zoned RS-7. Setbacks and lot coverage are good.
No land issues are noted.
Sidewalk to City standards required for school walking
route.
----------------------------------------------------------------------------
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
745.00
4.50
1025.00
Fee summary
Charged
Paid
Credited
Due
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 d es not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performa e of
construction.
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
T:\PLANNING\FORMS\ 11 02.15 [11114/2003]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS A T JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDA TlON DRAINAGE/DOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: #
ROUGH-IN I
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING I I
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DR YW ALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY
HOOD 1 DUCTS
PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s:
WATERLINE 1 METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
P ARKING/LlGHTlNG ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL. LIGHT DEPT. 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W.I PWI CONSTRUCTION. R.W.
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417.4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
T:IPLANNINGIFORMSII102.15 [11114/2003]
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 04-00000529
pin number . . .355290
Page
Date
2
9/07/04
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
78.70
.00
1774.50
1853.20
78.70
.00
1774.50
1853.20
.00
.00
.00
.00
.00
.00
.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:IPLANNINGIFORMSI1102.15 [11/14/2003]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE
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
FOUNDA TION DRA1NAGE/DOWN SPOUTS
ELECTRICAL (LlG!;JT DEPT) SEPARATE PERMIT: # r\ " 1f,17M 5ue/'/- ~Lk~/ ~f,
<A:OUO~ vIA / -ll c::;A.:..-r Ci_ ;;L(J -oJ 'L-t --C l/'\
/ ,
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DRYW ALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR / CEILING I I
MECHANICAL
HEA T PUMP
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY
HOOD 1 DUCTS
PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s:
WATERLINE 1 METER
SEWER CONNECTION
SANITARY
STORM
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
ELECTRICAL. LIGHT DEPT. 417-4735 9-.1/(- of( VL/C ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W.I PWI CONSTRUCTION. R.W.
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
T:\PLANNINGIFORMSI1102.15 [11114/2003]
-
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CITY OF PORT ANGELES
DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION
32] EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
pin number . . . .
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
04-00000529 Date
.355290
1701 W 10TH ST
06-30-00-0-3-0895-0000-
RES MANUFACTURED HOME
7/23/04
RS7 RESDNTL SINGLE FAMILY
62000
Owner
Contractor
MANGIAMELI, JOSEPH/TERESA
P. o. BOX 2832
PORT ANGELES
(360) 417-8056
Structure Information
Construction Type
Occupancy Type
Other struct info
WA 98362
M & C CONSTRUCTION
653 N. 7TH AVE
SEQUIM
(360) 683-4571
NEW MANFACTURED HOME 1280SF
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
INC
WA 98382
18.20
1. 00
7000.00
1280.00
1280.00
1. 00
Permit
Additional desc
Permit Fee
Issue Date
Expiration Date
BL MANUFACTURED HOME
HOMEBUILDERS NORTHWEST#48724
230.00 Plan Check Fee
7/23/04 Valuation
1/20/05
.00
62000
BASE FEE
Extension
230.00
......:l
~
-
\\ E:
Z
Y
r G'
"1.
'^
':i
Qty
Unit Charge Per
Special Notes and Comments
Building address sign shall not be less than 6" & not more
than 12" in height. Numbers colors must contrast with wall
color they are mounted on. (Ord. 14.36.050-E)
When roof gutters are installed, drains will located in dry
wells or piped to approved storm drain locations.
Manufactured home must be pit set so that no more than 12"
of skirting is visable above grade.
A residential fire sprinkler system shall be installed per
NFPA 13D will be required.
2nd option is to install an out side alarm bell that is
eletronicly connected to the residence's smoke detectors.
The alarm bell will be painted red in color and identified
as "Fire alarm"
The site is zoned RS-7. Setbacks and lot coverage are good.
No land issues are noted.
Sidewalk to City standards required for school walking
route.
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
745.00
4.50
1025.00
Fee summary
Charged
Paid
Credited
Due
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
. nature of Owner (if owner is builder)
T:\PLANNING\FORMS\I 102.15 [11/14/2003]
BUILDING PERMIT INSPECTION RECORD
CALL 4]7-48]5 FOR BUILDING INSPECTIONS. CALL 4]7-4735 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL 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
FOUND A TION DRAINAGEIDOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: #
ROUGH-IN I
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
DRYW ALL (INTERJOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE / PELLET / CHIMNEY
HOOD / DUCTS
PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s:
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
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.
ENGINEERING 417-4807 PW / ENGINEERJNG
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
T:\PLANNING\FORMS\1102.15 [11114/2003]
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION
32] EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 04-00000529
Pin number . . .355290
Page
Date
2
7/23/04
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
230.00
.00
1774.50
2004.50
230.00
.00
1774.50
2004.50
.00
.00
.00
.00
.00
.00
.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 :\PLANNING\FORMS\ 1102.15 [11 II 4/2003]
BUILDING PERMIT INSPECTION RECORD
CALL 4 I 7-48] 5 FOR BUILDING INSPECTIONS. CALL 4] 7-4735 FOR ELECTRICAL INSPECTIONS.
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 A T JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION: Plock cj 'T ~do~ r) Cf-'l-i>f IH) JJ.I.
FOOTINGS _" I,. J.. R'-II ON . \.1-
WALLS
FOUNDA TION DRAINAGEIDOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: #
ROUGH-IN
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DR YW ALL (INTERJOR BRACED PANEL ONL Y)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY
HOOD 1 DUCTS
PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s:
WATERLINE 1 METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
PARKING/LlGHTING 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. 1 PWI jJ-:" CONSTRUCTION - R.W.
ENGINEERING 417-4807 I u.. ..()..')(.~{)" PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 'Il _ I (; '-0,;.) J.L BUILDING
T:\PLANNING\FORMS\1102.15 [11/14/2003]
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CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . INSPECTION REPORT. . . . . .
REQUEST:
Date
~ - It '-0;-1
!
Time
1 : .4.lJ; 1. Received by ~ P- u-<
~person)
Location of Work to be inspected
Name of person requesting inspection
Address of person requesting inspection Phone No. ~D,l("- ~ 'J-~/
Type of Inspection (circle appropriate one): Permit No. C?1f --.j-;}..'-Y
._"---
sewef') Foundation,~) Framing Chimney Plumbing Final Sewer Excav. Other
I. r)~;:J~~-:~! 9 j)./J }. I ~ L 5> pee f-, 0/) V 29:/ v' p -~ '1.
v
INS TION NOTES'
Inspected: Date R/ II (uc (
Remarks:
i 70/ LU
.J "tYJ
I cJ tf'J
Time
(j-{Vj
By
:rrC-
RESTORATION REQUIRED. . . . .. YES NO
~<?
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
01 , >oJ 'tl ~~~8E; ()'O
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DATE:
To:
FROM:
SUBJECT:
~ORTANGELES
WAS H I N G TON, U. S. A.
PUBLIC WORKS & UTILITIES DEPARTMENT
June 15,2004
Roger Vess - Permit Counter
Gail McLain - Electrical Engineering
Building Application Review
1 & 2. 1711 and 1715 West 10th St. - 2 new manufactured homes for Joe Mangiameli
Electrical loads and permit required
The polemount transformer requires upgrading and the pole must be reset to new grade - Mr.
Mangiameli has paid the estimated amount and the job is ready for release to Light crew pending
approval of building application.
3.
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1701 West 10th St. - new manufactured home for Joe Mangiameli
Electrical loads and permit required
Electrical service for this home will be underground from the existing pedestal in the 9/1 0
alley north of building site. The customers contribution to construction & late comers fee is
$1,713.90. Installation and future maintenance of the underground service wire in conduit
will be the customers responsibility.
BUILDING PERMIT - APPLICATION
FOR OFFICLA.L USE ONLY
Date Rec.: (. - ;0
Permil#Ot.l-
r-DLE
Applicant or Agent: /!1-1 C. Co/1/sJ;eocZTcN J;1.C Phone: (;;8.5' - 457/
.
Owner: J.Ot:=- /l/!,4/Vr?.?A rt"7 E br Phone: (~/- ~~9
" ) 0 /.2 -? ';) i'1 Ci T 1 (~ - -,
Address:"""-,\ I uD)G Z <2> ::, C____ City: -r 'T Zip: L ~~b ~
Fill out COMPLETELY and in INK. Your application and site plan MUST B
COMPLETE to be accepted for review. If you have any questions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Date Approved:
Date Issued
Architect/Engineer: Phone:
Contractor/l1~C Co'A.1.5 ~("c-7fl;\../ State License #rtCC-otVI"- ~f /0/0 S-
o I
Address: 0153 /\./ 7 IJr City: :5.E6; v~#1 U/A
PROJECT ADDRESS: 1'70 l W 10 ~ '"
LEGAL DESCRIPTION: Lot: 20 Block: 3 0 8
(J6 ~C)ooO, '?o BC?o-OO oc;
Phone:G'83 -437/
Zip:' 7A:582
ZONING:
Subdivision:
CLALLAM COUNTY PARCEL NUMBER:
Credit Card Holder Name:
Billing Address:
Credit CardType VISA MC #
TYPE OF WORK:
o Residential 0 New Constr. 0 Re-roof
o Multi-family 0 Addition 0 Move
o Commercial 0 Remodel 0 Demolition
o Repair 0 Sign
BRIEF DESCRIPTION OF THE PROJECT:
City:
o Stove
o Garage
o Deck
o Other
l=t/ 49iZ,Lj
Exp. Date:
SIZENALUATION: 60
/300 SF.@$..::t? -/SF.=$ 02/ CJCO
,
SF. @ $ /SF. = $
SF. @ $ /SF. = $
TOTAL VALUATION $ C~ 0-00
c'"
-----
oC
Occupant Load: Construction Type:
& Proposed Sq. Ft. t'1-~O = TOTAL Sq. Ft.~8' U _
APPROVALS:
PLAN:
BLDG:
DPWU:
Fillli:
OTHER:
PLANNING USE ONLY:
ESNWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and
plan submittal requirements if you have questions.
V ALUA TION 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 pemlit fees are due at the time of permit issuance.
EXPIRATION OF PLAN REVIEW: Ifno pemlit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the tinle for action by the applicant up to 180 days upon written request by the applicant (see Section] 07,4 of
the Uniform Building Code, current edition). No application can be extended more than once,
I hereby cerlify 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 responSibilit.y to detennine what permits are required ,not ~ and that I must obtain such permfls;z; to woek.
r.\FORMS\APPS\BUildinil' .[d. ' APPh"n~ ._ . Dot" c:;,k4
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crrv OF PORT ANGELES - Construction fl!':"'5
The Issuance of this p€~mit based upon these plans, speclfl'
catwns and oiher data shall not prevent the building offiCIal
Ire,m thereofter requiring the correction of errors in said
piems, specifications and other data, or from preventing
building operatiOns being camej on thereunder when in
violatiOn of ail codes and ordinances of thiS 'Solctlon.
(SECTION 303(c) - Unifor BUlldmg Code.]
Approval Dale By ::J \..-'-
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in the footing and centered beneath the pier locations (See
Figure 303.7);
(9) A minimum of 4 inch (\0 em) nominally thick con-
tinuous footings. not less than 48 inches (121 em) wide,
reinforced with approved fibers or with 10 gauge 6 inch
( IS em) by 6 inch (IS em) wire fabric centered vertically
within the continuous footing and no closer than I inch
(3 em) from the edge of the continuous footing. (See Fig-
ure 303.8);
( 10) A minimum 4 inch (10 em) nominally thick slab not
less in area than the manufactured dwelling and cabana,
reinforced with approved fibers or with 10 gauge 6 inch
( 15 em) by 6 inch (15 ern) wire fabric centered vertically
within the slab and no closer than 1 inch (3 em) from the
edge of the slab. (See Figures 303.9 and 303.10);
( 11) Tested and listed prefabricated footings;
( 12) Footings designed by an Oregon licensed professional
engineer or architect and approved by the Division; or
( 13) Other equi valent materials approved for the intended
use by the authority having jurisdiction.
(b) Piers. Piers shall be placed on footings and shall not
exceed the size of the footing. Piers shall be:
(1) 8 inch (20 em) by 8 inch (20 em) by 16 inch (41 em)
concrete blocks (See Figure 303.11);
~ JIoILJ~
, ~~
:91
- I,AINIUU'" 256 SQUARE INCH PL YWQOO fooTINC
PRESSURE TREATED ON ALL SIX SIDES
IiQIL FlELD TREATMENT or CUT EDGES
IS NOT ACCEPTABLE
Figure ,303.5
Single Layer Plywood Footing
16
TYP1CAL PIER BLOCK
J..' JIoILJ~
/1~~
;1
MINIMUM 256 SQUARE INCH
ooUBLE PlYWOOD rooTiNG
PRESSURE TREATED ON ALl. SIX SIDES
llllIE; FlELD TREATMENT or CUT EDGES
IS NOT ACCEPTABLE
Figure 303.6
Double Layer Plywood Footing
18" f.4INIf.4Uf.4
10"
.I~
t
(2) CONTINUOUS H~ REBAR
CONTINUOUS POURED-IN-PLACE CONCRETE
rOOTING W/f.4INIf.4Uf.4 2500 PSI IN 28 DAYS
Figure 303.7
Continuous Concrete Footing
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MINIMUM NOMINAL
4" CONTINUOUS
CONCRETE FOOTING
2500 PSI IN 28 DAYS
REINFORCED PER
SECTION 303 OF
THE STANDARD
L 48"
MINIMUM
1::lQIE;
SEE TABLE 304 FOR
REQUIRgl PIER SPACING
Figure 303.8
Continuous Concrete Footing Isometric
, ~
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:::w.:'... ..........._:.....
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4" NOMINAL
POURED-/N-PLACE
CONCRETE SLAB FOOTING
2500 PSI IN 28 DAYS
10 GAUGE 6" X 6"
WIRE FABRIC CENTERED
VERTICALLY IN SLAB OR
REINFORCED WITH
APPROVED 8BER PER
SECTION 303 OF THE
STANDARD
~~
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Figure 303.9
Poured-In-Place Concrete Slab
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17
Figure 303.10
Poured-In-Place Concrete Slab Isometric
~
(2) Tested and listed prefabricated piers (See figure
303.12);
(3) Designed by an Oregon licensed professional engi-
neer or architect and approved by the Division; or
(..)) Of other equi valent materials approved for the intended
use by the authority having jurisdiction.
Exception: Concrete pier blocks may have wood
placed between each block to absorb
shock if the wood is equal in area to
the block and is one of the approved
materials identified in Section
303(c)(2). (3) and (4) of this standard,
(e) Pier Caps. Each concrete pier shall be capped with a
pier cap equal in area to the pier blocking (i.e., 8 inches
(20 em) x 16 inches (41 em) or 16 inches (41 cm) x 16
Inches (41 em)), Pier caps shall be (See Figure 303.13):
( 1) A 4 inch (10 em) nominally thick solid concrete block;
(2) A I inch (25 em) nominally thick group 2 or 3 paral-
lel laminated veneer wood plate;
(3) One 1-1/4 inch (3.18 em) piece or two 3/4 inch (19
mm) pieces of plywood;
(4) One 2 Inch (5 em) nominally thick Number 2 or better
grade board lumber;
(5) One 2 inch (5 em) nominally thick wood polymer com-
poslte;
18
~ 4" NOMINAl
POURED-iN-PLACE
CONCRETE SLAB FOOTING
2500 PSI IN 28 DAYS
(6) Tested and listed prefabricated pier caps;
(7) Designed by an Oregon licensed professional engI-
neer or architect and approved by the Division; or
(8) Of other equivalent materials approved for the intended
use by the authority having jurisdiction,
Exception: Wood and wood product materials
specified in Subsections (2), (3) and (4)
of this section shall be pressure treated
on all six sides when placed in an area
subject to excess moisture (i.e, outside
the underfloor enclosure or below open
deck areas),
(d) Pier Shims. Where shim material is used between the
top of the pier cap and the bottom of the main frame, the
shimming material shall not exceed 9 vertical inches (23
em), Pier shims shall not be used with prefabricated piers
unless the shims are included in and installed according
to the pier's listing. Pier shims, when used, shall be one or
more of the following (See Figure 303.13):
(1) 2 inch (5 em) nominally thick solid concrete block
equal in area to the pier cap;
(2) I inch (2.5 em) nominally thick group 2 or 3 parallel
laminated veneer wood plate equal in area to the pier cap;
(3) 3/4 inch (19 mm) or greater plywood equal in area to
the pier cap;
..
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4;'.'
TIE DOWN ENGINEERING
Engineered Tie Down System
Manufactured home tie down ca!culations and schedules
tor single/doubte/triple wides
Dlt:\iQn Loods
I \l,r tOO
I So'l Be.a:mg
, TIt Down Stn.p.
\ Sc:mwc Zone
15 PSf
1 ()(X) PS F
3\50 t Worbna l..o..c
4
I Tie do'....r: >~s moot fMoral ~ctticl.tion3 QQ-S-781H forTytX- 1,
\\'1-'\.\ R. Grade l srrapprng and bt a.t Jew 1.)/4" x .oJS. zinc plated,
! EMth I\Ugm 2962 ~ (T,~ to J.7S0 fJ rrummum)
I
, Cleu Dn~ I 717 ~ (UlC\JlAled)
I Concrete Slab Anchors 1390 14 (CLl~t.ed)
1,\C'18 Mo..riJtw.f'rI soil rmJOrt 1.1 !COO P $. F ...~ a IQII.J flport
G(}neraJ Notes
The: cham shown ter:'JI l&r'e 10r the ~ o1.W'lber of lle QoWOJ 1
Of) the Sldes of the Manufactllrec.l Home.
I -:. ':Ie dOWl4S ilI1: requlrtd at t.ach chas$ls bu.1\, u.ch end of each
rratlq:>ortl\ble ~uon of the MUl\1fac~rtd Home 30M can ~ lUly
o( tile cype~ tho'WD herein I
1"\ CornbiIutions of the dJl'fereDt typts of M do~'fl6 ClIl be used
,
,
I 4 In tbc eYeDl Art O4!'ttllU fC1 c.lilOO( ~, 1Mtill.e& due to Ul ob&Lru;.
I tJ)i:1, lW: of crms dlWC mcbo~ l~ ~mll~ provided 2 Cl'Os.~ driYe
I LIlchorl Lre i.oJ~ for etch r~ ALJ~ that C<lI1not b~ lM taLlod ,
< for 3Jl Ue down Ulsull.1!lOn~. th~ Manuf~ HQIM cw~is
r:1err:bcn lIe shown u T ~ for illwtntion purpo~s only,
Lrrll..'lm beam. QJ1 ~w be "C" Ul;(ped os RFC shaped.
i
16 End tie dowl1~ C2fl h<' located Wlthm IS" of ejther ~1cJ. of chum
I b<,ml WS &$ a~wn
OM e"Jd l~ down 'eQulrad \e,~ Cl\asSlB Beam
ill UCI'\ 'I' Milm tlnCJ 1ft?
The .~es, types. lengths, etc, of nuteriJls UlOWD. herein ue
lr.l!'l i'; ":Ir:l luge<. lor-ice. t1elly~r rn.tW1a1s supplied by
TIC Down EAgwOOlT\Og ma) be ~ a.: th( RIlle s-p9.cmg ana
locatio II! J ho \NT!
A.:tl:m:lt~ c.eVtC~> m.y bc &Ubslirured with enline.en approvah,
_r;:---~.-~.~~.........,.._,..,____....
State Approval
j1
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ENGINEERED T1EDOW(~ 3Y Sir Ii I
I A~PRCYED
~ C1 TO :OW Cil CM ~ ':'T(:'
"',~" dm " """", " ~".~ ,", ,,",Ii
dlYil~gn /t6,'\'l l~q~l~el:"\en\~ c: .,,;.o~J.:;lc $u:-: ,~,
rel'Jlliboi~ ~e o~ ~~)f~~ ~
I ~OlK,).\;e~<I'd(QC'J:".J"~ ". - 1\
_} p~'\$~j OF CC~ S AU) S ~~'ffi;'"'
b~.U'eH D,.<~7~~l'
(;,,'o{lt II II
I ~J"t'O _ ~7<; Ii L)___ I
OOP~~j:l'Q..1 ~.i C: 2 -2. 'Z. --C :::, .1
--\'i,
~ .... -_._- --. .-J
fh1l6 t.J~ ,!.OW" lty!Jt~"r'I rr,,,~e,.; '_~c r-c.),.'-.;,....,c-..t.'"' \
1f(lCt..jOr11~D6~. SiL:t>~U~Vl1 (.I) I
--I
nE DOWN ENG/NEEA1NG
5901 Whoattln Orivl:1
Atlanta, GQorGia 3033e
404,~-o()(JO
Fax 4().(,349.(40'
E!
_________1
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11', G)
TJT INC SALEM
~lt DOl~ E~~\NELR\~C
~OJ> 393 6134
\H~l~M ~~~ ~~~\
P. C' 6
L Du-:
Patio Slab Anchor
Concrete Anchor
This anchor Is desloned to be Inserted through a '314' 11010
drilleo or formed lr1to :In exlsllng concrete alab.
The MIJ2 Is designed to bQ In_1alloCl Into ;:l conm\~ ~Iat a\
the lime Ih~ OOl'lcr6lo It? ~el"o poured,
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. Concrete m~t be a 2500 PSI minimum
.lnh wtth 4' minimum thlcknalll and 8/~ )(
10/10 wire mesh or flblH m,oih Illit-ol1ed,
. Concrete slab mUBt allow 4725 lbs of
Y!lrtlc!lllel'\~lon on ."ohor without Uttinq.
ThIs lIlSUrntJi thllt the Qonorete \'\Il\cha
150 lb~ per cu. ft.
. MInimum distance from the anchor shaft
to one o~ge of the $Ieb Is 4 In. trom cna
erlge ond 2 It. from any other cdco.
. Concrete must bo ~ 2500 PSI
minimum slab with 4' minimum
thickness and 515 x '0/10 \Vlr~ mesh or
fIber mesh Instarred.
. Oonwetil slab must allow 4725 'bJ; cl
vertloal tensIon on anchor wlthou\
liftIng, This a~ume8 thilt the concretB
weighs 160 Ib; pGr cu. ft.
, MinImum df'tilnce from the anchor
~hlh to one edoe of Ihe ,lab II 4 If1
from one odae Dnd 2 ft. from any other
adQo.
. If Initllled In n 4. slao at mln mllr:
dIStance; from tdO~, an addltl:Jn;l1 \Jycr
of 6/5 or 10r10 m!Sh Is recommended.
. Slob mll~ be B In. minImum IniekMS8 ar !OcilffOI1 under
any or'll.1hor to Illlow Sin. ambedmant 01 anchor 'J' fOC.
Concrete Slab Anchor
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Tnla Bnchor Is d
ilJ' O'l(I~\Ing concrele ,lab.
. After reviewing rC&lrlcllonC c~loa to IhO rlQnc. crUI "
5/e In x 3 In. hole In the .Iab whore 1M QI1chor h&>1d l~
10 be 10~8d.
. ConcfI\e must tit . 2S00 PSI minimum stJb y,lln 4'
minimum lhlcknna and 6/6 x 10110 wirtl mas;h or ('t,cr
INIn rr.'Wf\aO'.
. Pl~, m,lllXpan.lon aloovg o~cr bolllnd place Inlo
the ~rUlcd hole.
. Oongroto ,Jab musl allow 4726 Ib& ot ...crtlt:.:lIIOf1SiOn
on anchor without lillillQ, ihl, ~nvrr\D' lhOot 11\0
concreto ~IlIChs 1 SO Ib~ pcr cu. II.
. P~co tho woutJar onto the GXp;vTslan boll
. Thaad nut onlQ eXPlln~lon bolt IInd Ughlon uotil
mV(lmurn expansIon 01 lllifllll<pll1c1on .tHYI on b.an
ilohleY80.
. M1nlmum d\~!nc.e Irom the i!.nc11:Jr shafllO MO cOQc
ollhD 'l~b i~ 4 In. from on. t~. iOQ , tt. lrem any
othar odgo.
. It In.rallid In I ~. 51~b ~t mlnlmiJm (j}I\J.r.ces rrr:m
lIclqn. iln oddlllonJllaYlr of 8/6 or 10/10 Y'ilrt meH" or
nbcr ~sl\ I' reCDmmended,
. RemoviJ nulllnd WiahDf lInd ploco anchor hand cyor
oxpo51lcl boll.
. Placi 't'R~QI Olnd nul onto boll b :.tlnch anchor hOild,
tlohlen nut.
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01/25/02 16:25
TX/RX NO.2045
P,IJ06
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01/25/02 16:25
TX/RX NO,2045
P.022
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FAX NO. : 3606830869 Aug. 31 2004 03:24PM P2
_V~n _W fA filH; nmm 1.M~ )," ,'u
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FROM : KIRSCH ELECTRIC
CVU""'H/U'H:~, U\',j~ m
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ELECTRJCALPERMIT APPLICATION
FOR O'fICl.IJ.lJS& ONl..Y
rhl.~= _
'llItIIlI':
Dlle~:
CIV.lYut&:
The EI"ctt1cal Permlt AppllcatiOfl mU9t be fined out CQmr:Jletlllv.
PlaSM t)'S)& or rlprtrrt In l~k: Ifyou'hIlVB an)" questiOn.. plUSI call (3fiiCU 417-473!5
Pax numtUM'l (:&80) ,417-471 f _
07- S-c7 9
,
, O\llllor.r Elec. c",,_ Agan~
q\JeJ. \ A'j
[ ke- +~~:.>h.~O: '
":lX'
1'r000Clty Owner.
Add,,"":
Phone:
'CI4r. '
Zig: '
60clllcal Con~clgr.
Ucense #; .
E:rp:
Pflone:
..' ;
-Cily:
. ,."
Zig:
Actdron:
,INSTALLATION WIRED BY: o OWNER ,l'E1.ECT,RICALP9ifIlACTOR
Credit C.rd H"lrJtr N.m.: ,-J O.sc.r "^ ,,.J ", tS l.r-lI (' ,~ '
BOling AddTfl$5: Ci 5: 7 C. q, Y c.. i(1 City; S <;:-jU I ~
,Cnld/t Cant Numb&r. Exp. Date:
w~
Zip:
, V1sA:_ Me:
PROJECT ADDAe!ll:
170 \
\o~
"-'U
.TYPE OF WORK: Check lIll thaI apply: ~New 0 A1teraUonlAlldition
o Residential 0 MuUl-fllmRy Cl Commercial ~ MObile Home, ' Sq_ Ft.
I;) RIIffiOlB Miller 0 Defached garage ' Cl Hot Tub crswlm pool 0 SeptIC Pump'
o !.ow Voite1l9' 0 Telecom, 0 SIg,
.. . ,
,Number of Crouila added or elt8r9d: .
D~R1PTION Of mE ELECTRICAL PRCJeCT, '
~oo
F\~f
" ,
_c:. e r oj 1'- <..-
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lYJohlle ~
I;lllClric:al Heat lc>ad AddltJonf IIlId 01' 8ublmc:tlan8
, 'Service Information
o Baseboard'
'WFumaea
o Hem Pump
o F...Wall
_KW
MKW
" TON lRA
=KW-
o OIHlIhud Service
[J Temp Selvlce
'0 Underground S81V1ca
Voll:age:
Pha.e, [J' 0 3
, " Servioe Size:
Feeder Size: 7"--:-
nu --O'f-S:?O
/1/s -,0'1- . S~ I
I hereby certify th(tt I have read Bnd exemlned this application and know that same to be tl1JG end correct. BlId I am
author/zM to apply for this permit, r understand it Is not the C1ty's legal responsibilIty to determine what permIts
ere required; it remains the appli(;ll!Jts responsibility to d fermina what permits ars required and to obtain SUM.
Crldlt Card Holller:s Signature: Dan.: g -J f, :Q'f
_'_-. Owner or EJ8~ ~n',_SllJ~: , ' Date:
~ ~e;;~=, "~:~;eo~.f 0Pf:;{"77;;;t:~;+ FEE: $ 78. 70
b;/~lE;;i:h~TAPPLl~T}ON, ~2Jc:JJ C( /~/MC-~ ~, .