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o Electrical Contractor
35B583B859
KIRSCH ELECTRIC INC
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ELECTR1CAL WORK PERMIT APPLICATION
o Request Inspection
o Annunl Permit 0 Alarm 0 Carnival (J Commercial
,
Residential 0 Rcsidendal Maint. 0 Signs 0 Thermostat D Telecom.
Job wired by )(Electrica' Contractor 0 Owner
EIc~r~r ~Gcnser<i'RSce
PU'Ch~O';h~r5)C 37Yi6
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In!'ltil""tion dC!;l:ription
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T hereby certify t.hat I am l~c Qwner of the above named pr(lpcrty or ll. licensed
electrical contractor (or the firm's authorized agent) and am making the electrical
installation or alteration in c()mpliancc with the electrical law, Chapter 19.28 RCW.
o Cnsh 0 Check #
o Credi~ V~sa _ ~lf~.
Card#~\..:: _ LL .J
Discover
x
E~piration Date
of card
WALLS
Insulation Only
CEILING
Insullltion Only
THERMOSTAT
n~,t"
^I'9I"f1I/Cfl ey
SERVICE
(~'S./ ^"~.,, By
Dlllc
Approv~d 8y
I)~I~
Cover
Lovcr
^1\1'....\'\I~cllly
DITCH
FEEDER
Dnlll
I\ppmvcrl Ay
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Approv!:d Hy
,/
.1\lc
Appl'Ol'!:o1 ~y
DnL!:
^f1r1'OVttll Dy
~cJrlcal LO'lltAdditions and or sublcactions
CI NO LOAD CHANGES
a Baseboard KW
CI Fumaco ~ KW
CJ Heat F'ul'l'lp __ Ton _ LAR
CI Fan-Wall _ KW
Slltvlce Info(l)'lstlon
o Overhead ServIce
a Temp ServIce
Cl Underground Service
VOltage
Phaae CI 1 CI 3
Service Size:
Feeder Size:
Inspection
I),He
Area.. Building or Equipment Inspected
Action Taken
Electrical
rnspcctor
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
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
04-00001012 Date
.462672
1702 S 0 ST
06-30-00-4-4-0300-0000-
RES MANUFACTURED HOME
11/18/04
RS9 RESDNTL SINGLE FAMILY
67227
Owner
Contractor
PARSINEN, WILFRED
210 SO. FRANCIS
PORT ANGELES
(360) 457-8922
Structure Information
Construction Type
Occupancy Type
Other struct info
WA 98362
BUY RITE HOMES
3543 W.STATE HWY 16
SEBRING
(479) 795
1424SF MANUFACTURED HOME
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
FL
16.00
1. 00
9000.00
1424.00
1424.00
1. 00
Permit . . . .
Additional desc
Permit Fee
Issue Date
Expiration Date
BL MANUFACTURED HOME
KARSTEN MODEL#48052
230.00 Plan Check Fee
11/18/04 Valuation
5/18/05
.00
67227
BASE FEE
Extension
230.00
-J
G
~
Qty
Unit Charge Per
Special Notes and Comments
The proposal will allow the placement of a manufactured home
in the RS-9 zone. Setbacks and lot coverage is good at 16%.
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 alarmll
Electrical load calculations and elctrical permits are
required.
Construct driveway to City Standards.
No concrete with exposed aggregate is allowed in the City
road right of way. 6'-0" sidewalk reqd @ curb.
o
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':t
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
745.00
4.50
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
lawsandorO!I}_@.Gg.s governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presufO' give aut ity to vi:al.~'n. cel the pr9visions of any state or local law regulating construction or the performance of
co ruction.)
.1. t:', t/ /~~ '~' Y
Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Date
T:\PLANNING\FORMS\1102.15 [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 UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGEiDOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: #
ROUGH-IN I 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 W ALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DR YW ALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I 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/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 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W. 1 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:\PLANNING\FORMS\1102.15 [11/14/2003]
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
:t21 EAST 5TH STREET. PORT ANGELES. WA 98:t62
@
Applicatlon Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Applicatlon type description
Subdivision Name
property Use
Property Zoning
Application valuation
07-00000105 Date
933605
1702 0 ST
06-30-00-4-4-0300-0000-
ELECTRICAL ONLY
2/05/07
RS9 RESDNTL SINGLE FAMILY
o
Owner
Contractor
PARSINEN, WILFRED
210 SO FRANCIS
PORT ANGELES
( 36) 457-8922
WA 98362
OLYMPIC ELECTRIC
4230 TUMWATER
PORT ANGELES
(360) 457-5303
WA 98363
Permit
Addltional desc .
Permit pin number
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW COMMERICAL
OLY EL./ WAVE AMP ON POLE '
94284
OLYMPIC ELECTRIC
75.00
2/05/07
8/04/07
Plan Check Fee
Valuation
.00
o
"-
....J .
<:::1
J'1
Qty Unit Charge Per
1 00 75 0000 ECH EL-COM 0-100 NEW SRV FEEDER
Extension
75.00
Special Notes and Comments
WAVE BROADBAND AMP ON POWER POLE BY THE
STREET 01/31/2007 02.32 PM AOMAN
,lA
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 75.00 75 00 00 00
Plan Check Total .00 00 00 00
Grand Total 75 OQ 75 00 00 00
()
j
COMMENTS/ACTION NEEDED
- ~', ELECfRlCAL PERMIT INSPECfION RECORD
~\
," ...~ \
CALL 41,7-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
-. . 'j INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPEC110N TYPE DATE ACCItPTItD COMMENTS
, I I
YES NO
I II'll 'H
ROT TfTH.IN / I ._6_
~~K V 1l,;~
FINAL k"ll- 0-' I~) I
GENERAL COMMENTS:
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RECOMMBNDBD
INSTALLATION PKOCED1UKES
KAa..steV\ t\()~S
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"141:04 S. b" .. S(.., ~Co()o't G~c!"f
1200 Wilco Road
Stayton, OR 97383
Phone: 503.769.6333
Fax: 503,769,6022
TABLB OF CONTENTS
CHAPTER 1 - INTRODUCTION
1.1 How to use this manual
1.2 Pre-installation Considerations
1.3 Safety
1.4 Consumer information card
ClI1\PTER 2 - DEFINITIONS
CHAPTER 3 - SITE PREPARATION
3.1 Location and layout
3.1.1 USe of zone maps ,.
3.1.2 Access for transporter .
3.1.3 Encroachments and setback distances
3.1.4 Issuance of permits
3.2
Soil conditions. .
3.2.1 Requirements. .
3.2.2 Bearing capacity. .
3.2.3 Soil bearing testing
. .....
methods and equipment .
3.3
Removal of organic material.
3.4 Drainage.
3.4.1 Purpose. ....
3.4.2 Elimination of depressions
3.4.3 Drainage structures.
3.5
Ground
3.5.1
3.5.2
3.5.3
moisture control .
Importance . . . . .
Acceptable types of ground
Proper installation. . .
cover
CHAPTER 4 - FOUNDATIONS
4 . 1
Piers .
4.1.1
4.1.2
. .
Importance. . .
Acceptable types.
i.
..
PAGE
. 1
. 1
. 1
. 1
. 2
. .
. 3
. :3
. 3
. 3
. 3
. 3
J I
-
. 3
. 4
4
. 4
. 4
. 4
. 4
. 4
. 4
. 4
. 4
.
7
. .,
7
4,3
4,4
4.5
4.1.3,
4.1.4
4.1.5
Des,ign re~!.;-~ments.
Design proceoures
LOcation and spacing
. 7
. 8
. 8
9
, 9
.10
. . . .10
.10
,10
,10
.11
.11 i
.
4.2
i . .
Foot ngs .,....... ,.
4.2.1 Acceptable types of footings.. .
4,2.2 Placement in freezing,climates
4.2,3 Proper sizing of foot~ngs.
Spec1al ConditiOris
4,3.1 Flood-prone areas , . .
4.3.2 Special sno.w load candl tions..
Basement Foundations'.
Important reference documents ,
CHAPTER 5 - SE~UP PROCEDURES
5.2
5.1 Moving home to location.
.23
5.3
, .
Set-up
5.2,1
5.2.2
5.2.3
Procedure . . . ,
Level ing ,and blocking '. . " . .
Single Wide Set-ul? Pro:cedure: pier ,Fo\'1!ndation ,
Multiwide S'et-up ,Procedure: Pier Found~ation
.23
.23
.24
.26
Anchoring Instructions " "
'5.3.1 Number and Location of Anchors
5.3.2, Installation of Anchors
5. 3 . 3 Strap Tensioning, . . . .
5.3.4 Optional OVer-The~Roof straps
5. 3,5 Severe Cl~matic Conditions
5.4 Installation of on-site attached structures
5.4.1 Expanding Rooms. . .
5.4,2 Attachecl Gairages.,
5.4.3 Porcbes, . . . , , . .
5.4.4 steps, stairways and landings
.29
,29
.29
.30
.30
. :)0
.30
.30
.30
.31
.31
.
.
5.5 Skirting.
.31
6.1
CHAPTER 6 - INSTALLATION OF OPTIONAL FEA'I'URES
6.2
6.3
Hinged rOofs ancl eaves .
Awnings ~nd carports .
Miscellaneous Lights and Fixtures
6,3,1 Exterior Lights
6.3,2 Ceiling Fans.
.46
.46
.46
.46
.46
ii
'~
CHAPTE~ 2 - DEFINITIONS
Anohoring Equip=ent. straps, cables, turnbuckles and
chains, including tensioning devices, that are, ~s(~(d with
ties to secure a manufaotured home to ground, anoh~~s~
"
AnOhoring systam. A oombination of ties, anchorin~ '
equipment, and ~round anchors that will, when prop~rly
designed and ins,taIled, resist the wind's overturl'1iing the
home or moving it sideways.
Footing. That part of the support system that' si1::16 ,directly
on the ground at, below or partly below grade'to support the
piers. '
Piers. That portion of the support system between the
footing and the manufactured home, exclusive of C$ps and
shims. Types of piers include, but are not limite~ to, the
followingt, .' , '.
;
1. Manufactu~ed steel stands;
2. Manufaqtured concrete stands;
3. Concrete blocks. '
a1 te, KanUfacturec:l Home. A parcel of land designeld and
designated for the location of one manufactured hQi,iie; its
accessory buildings or structures, and accessory E!4j:Iuipment
for exclusive use of the home's occupants.
stabilizing System. A combination of properly installed
anchoring and support systems. .
stand, HanUfaoturec:l Home. That area of a manUfacb~red home
site which has been reserved for placement of a, mai~1ufactured
home.
support System. A combination of footings, piers, caps and
'shims that will , when pr.operly installed, 'support 'the '
manufactured home.
2
CHAPTER 3 - BITE PREPARATION
3.1.1
"
Location and Layout
Use of zone maps. Your home is designed for cert~in
weather conditions and roof loads. (See zone maps"
permanently attached near home's main electrical ~anel (or
other location) and in Figure 3.1 of this manual.) Do not
site'or'relocate your home in a zone requiring gr~ater
wind, roof load, or ,heating/cooling capabil~ti~~~han ,
those for which .it was designed. However, l.t iSlsjafe to
locate your home in an area wi~h lower. load or we~ther
requirements. For example, a home desl.gned for a Inorthern
roof load of 40 psf may be sited in the southern ie/oof load
zone.
3.1
3.1.2 Acoess for transporter. Before attempting .to mo~e your
home to the installation site, be sure the transPdrtation
equipment can get through. . Re~ove any overh~ngin~
branches and raise any overhead wires. Special .
transportation permits may be requited from state, county
or city officials. '
3. .t. 3 Enoroaomnents an<1 setback distZllioes. Obey local ]Uaws
regarding encroachments in streets, yards and cou~s, and
permissible setback distances from property lines and
public roads. Consider future additions, such as awnings
and spreen rooms.
~
3.1..c Issuanoe of permits. Be sure ~hat all necessary J!'ocal
permits have ben obtained and fees paid.
I
;1
J
~
.,
3.2 60il OQnditions
3.2.2
, ,
3.2.1 Requirements. ,To hel~,prevent,se.tt~ing'Of'yoUr hQme, site
it on firm, undisturbed soil or fill compacted to at least
90% of its maximum rel'ative density. Installation on
loose, uncompacted fill may invalidate the home"s limited
warranty,
Bearing oapaqity. Test the bearing capacity of t~e soil
:tdthe depth of the footings after completing.anY'grading
n filling (see :3.2.3). If you can't test the s(~il but
can dentify ita type, use the foundation bearing
l~:~~~~es shown in Figure 3.2 as a guide. If you cannot
F' . Y the soil, use the lowest value (1 000 pst) from
a~~~~s3t2. Under unUsual conditions; or if the $oil
geologi to be peat o~ uncompa~ted fill, consUlt a local
s or profess~onal eng1neer.
i
~
~:
3
~~.~
~
ROOF LOAD ZONE MAP
NOAll-! 40 PSF (5no'"'1
MICOLE JO PSF (Snowl
,;.ij......... ' . ", SOUTH ~ PSF (MlnimliJml :%
(t' ....,... ........... ,74
,::. "::::=::::::::::::::::::::::::::::::::1 "...... ...;..... . ~OATH
..........- '::..:...('~::.':.':~':::.':'::::::':.'::::::::.':t4 \ :.:.:.:.:.:. ",.:.' '.:'.:.':'"'''' '~!m
~,I,'"(', ..,..... ....,. . ,..... II . 't~
}:::::""":::i::::::::::::::::':::.':::~:::~ I .:::::;:::..... . . ..:;:..:.... :' , . ....1. ::.'
II.~::::,:.:. -':'::::-:'::::::::':'::::;:':':',"4... . .... ~ It:::::::;:; '10' b'Ls :,' I';" ':',' l~lOO\..~.
,. '.,','" It It .......L..L... 't .'.... (.,.. "" M . .... ....... .. ....,.....'..
":''.'.",:.', . ..,.......,"!.a.."'~...~ . ,tIt,',','.'. ... ...... ........ ,'.;.:..\"" Lot..:,:.,
ta,':':"",-:,:",_: " ...... "':':""1 .; ':t:.:,:.:.:~:;.. ~,'",'I r
'II,'... H:;::;::::;=::.::::::"M/00Lc .:.::::) :::. :::::::::::::"~ r
r.,.... ~"'\""":':I"+:"""II""~'I:':I:"i ""I~'J"""'^~ ......- .(t
l "'~lf~f':':f:..f:::II:I:"'::,f:::'"":':::r"" ..... _~.. f.~:::;:::::;:::: ..
If (:.::::::::r::.,:::.::::::.:.:::::::~:: "i t,~.:,'t" * --r ,
~:::::::::,*"...~...:;:..:,:,:,:.:,:3.L.. \! I J ....;
( r..... 1','1' I", 'I'':''G~'"'' ,:-'" I " --I:W"~.'\ '
, ',',':.'.',...:.., ..,......'.':.......'.':', '-.-.. 'I . \
, t:::::.::::::;:,:::~:.::::::::.:.::::::::.:,:~.._ .. -. -. Jl\ '1 \ ~ IJ i,
,. , ~'." f ""I~ ,.",, , . ,','.1,' . f',' '1 ..
' 1':f:t"':I""I'"':~I"':':""'.f"":""I':' . \
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: : L-l ."r..T ""', ',)0'
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I ..... -I SOUTH / ~ (
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c:::;, ~.~
.
Basic Wind Zone lvIap for Manufactured Hou$ing
,<;1
NM
ND
~-- hiT
SO
WY '-~
c\ He!
UT CO
~:!.c ll(
.~
HI ()
NOTE: See Section 32S0.305(c)(2) for areas included in each Wind Zone.
AZ
F i gu re 3, 1
Zone ~japs
5
GENERAL DESCRIPTION OF BOILS
Soil Type ,
Based on the unIfIed ClassIfIcatIon Syst~
Allowable Pressu~
(Pounds Per square ,~)~)
No allowances IIlGde for ove~rden pre$sure,
~t depth, Water tablfll.heloht, or
set tl emen t prob l eellS.
Rock or Hard Pan
4,000 and up
Sandy Gravel and Gravel
2,000
Sand, Si~tYSand, Clayey Sand,
Silty Gravel, or Clayey Gravel
1,500
'.;
Clay, Sandy Clay
Si~ty Clay, or Clayey Silt
1,000
Uncommitted Fill
Special Analysis ~$ Required.
Peat or Organic Clays
Special Analysis i~ Required.
NOTE:
To be uSe'd' only when none of the following is ava-ilai:ll'e:
a'. S'oi18' 'investigation and analysis' of 'the site.' ,
b. Complfance with the l~qal building code. '
c. Comp'~tent' opinion by a local engineer or bui'ldi:hg offd:''cial.
Figure 3.2
General Description of Soils
6
PIER 1
PIER 2
PIER 3
I-BEAM
SHIMS ~
~EE IJpTE ~ ~
I-BEAM __
PIER __
FOOTING __~
SINGLE BLOCKS
"
MAXIMUM HEIGHT == 36
(SEE NOTE #2) ,
DOUBLE INTERLOCKED
BLOCKS
MAXIMUM HEIGHT = 80"
ST8.[L OR CONCRETE
MAt~UFACTURED PIER
(SEE NOTE #5)
PIER 4
FOOTING
STEEL REINFORCING EJ~S
4 GRADE 40 MIN f LACED IN
~E PI~ CORNERS)~'. PER PIER)
~ DOUBLE CONCRm (3~OCKS WITH
~ AlL CElLS FIlLED wrfH cONCRffi
AND LAID IN MORTAA
. \\\\1111/1""'11
,\\ CO'"
,..."", ~ .,',." .0(: "'\,
~ ~~"6\ST~R"f?~ ~
~. Ii ,'^-c.;;. ....0 "/\', V ~
..t' ',~ '~1. V. ..
i /ENE8703571 \ ~
i * ! _.. :* ~
~ <'Q \, $TATE OF ....~ ff DOUBLE INTERLOCKED
.. ~ . po .' ~ ~ BLOCKS
~~''''~~;~~Jf.;~~.,,~~,~l MAxIMUM, HEIGHT = 96"
t'llli IONfiJ:).~ "", (I ')
NOTES; "f1((("IIIl:~ 11/81"'':;-' '_____.
1, CONCRffi. BLOcKS fOR PIERS M~ 8x16xB NOMINAl.. SIZE, HOU.OW CELL LOAD BEARING CM~I'S
~UFACTURED IN CONFORf.WICE WrTH ASTM C90-70, GRADE 'W. OPEN CElLS ME VERTlC,Ai
2. SINGlE STACKED CONCRETE BLOCKS ME ORIENTED SO THAT LONG DIREcnON IS PERPENDIC'-UlAR
TO 7l-IE LONG DIRECTION OF' THE MAIN BE".AJ,4, ,
J. FOOTERS MAY BE. PRECAS1 OR POURED. SUT, IN EITHER CASE, MUST BE lEVEL IN ALl DIRE€TlONS.
f. PIERS ARE TO BE PLACED ON THE FOOTER ,APPROXIMATELY CENTERED SO TI-iAT THE FOOTER
PROJECTION FROM THE PIER IS EQUN.. FROM SIOE-TO-SIOE AND FRONT-TO-BACK, PIERS Mt~ST
8E lEVEl VERTICALly ON ALL. SIDES AND SQUAAEWlTH THE FOOTER,
5. PREFASRlo'7E!l PIERS (TYpE IJ) ~UST BE CERTIRED FOR A RAID> CAPACITY AT lE'Sr EQUI!l
TO THE LOAD DETERMINED FROM THE TABLES,
6. CONCRffi TO HAVE A MINIMUM COMPRESSIVE STRENGTH (Fe') OF .3000 PSI AFTER 28 DAYs.
7. CAP BEJww< TOP OF PIER ANO'MAlN FRAME MAY BE A WOOD PLATE (NOT EXCEEoING or I.
THICKNESS) MD SHIMS (NOT EXCEEDING ," IN THICKNESS). SHIMS SHAlL BE AT lE'Sr ." IilDE
AND .. LONG, FTm:o AND DRIVEN TIGHT BETwEEN WOOD PLATE OR PIER AND MAlN FRAME. '
(SHIMS TO BE PERPENDICUlAR TO I-BEAM) lWO INCH OR ." SOULa CONCRETE BLOCK MAy
FlLl REWJNDER OF GAP,
FIGURE 4.1
TYPICAL PIER CONSTRUCTION
12.
W1EE
NOTE
13
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE; i 1
SEE
NOTE
#3
~_...
WJN
BEAMS
r-,
-------- rs~ - - /~J --------
~- ~.,,..,...
PPORTS ' FOOTINGS
PIER SU (SEE NOTE 12)
(SEE NOTE 11)
r-,
181 -
1.:_.1
r-,
I.._.J
r-,
r-,
------- I ~ I
1.._.1
r-"1
------~-
1._.J
PERIMpt:R SUPPORT
SEE l'iOTE 14)
r-.,
- 181 -
1._.J
1._.J
NOTES:
1, SEE TABLE 4.1 FOR REQUIRED .PIER CAPACllY AND SPACING.
2, SEE TABLE 4,3 AND SECTION 4,2 FOR FOOTING REQUIREMENTS.
J. PIERS SHALL BE LOCATEO AT A MAXIMUM OF 2. FEET FROM
80TH ENDS,
4, PIERS SHAU BE LOCATED AT EACH SIDE OF ALl PERIMETER
OPENINGS (4) FEET OR GREATER IN WIDTH, THIS WILL INCLUDE
DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC.
USE TABLE 4,2 FOR PIER CAPACITY REQUIREMENTS,
\\\\I\lI~I"'1111 '
",,' C 100 1111./
,,'....\ 'i '~^ '",
" X-\"' "'If" '0~-:'
,i .p .,~..(,\S . E~~.". ~ %.
~ ~..~...., f;!p. ()', ';
i .... ENE8!1103571.... ~
:: * : -~ : '* :
-. . r . c:
~~\ STAi~E.OF"=f2i .
'$- -~ '. . . ....' ~ ::!
% ~"~~q'!A~.r: '~~J:'
- ("""~ii~.j~~,,\~.. ~ ~,:'
1 ~ IlfU~l1::T.'" ~ '
,Urr~111
FIGURE 4.2
TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTIO~~ HOMES
13
r-, ~'
- - - - - - - ~~- -- - - - --Hh- -- -- - - - --~-:;-
:-~
PIER SUPPORT (SEE NOTE #2)
(SEE NOTE #1)
r-, rg'
r~r -ilLL_______ I t:j I _
r-, - _______ -f-------.-[~ l.._:.J
'-_.J -----l.._.J I SEE'-N"OTE '5 .,.'
l.-- &: -4-5 r:1., r ,
, r , ~~~GYRES_ -4-.-4- --'---f-Rt----.,-------t J
t-----------tfH-- '-_.J
.J '-_.J
r-,
. - r-, IiJl__'"-___ I F:J, _
r-, ~' . --'--!i;l-f--------!Li:- l:::l
---------!-i::j-f---------~!?!.J 1.._.J '-_.J
"'-_.J '-_J
'11. SEE "OTE "
NOTE
IJ
~-----
L_.J
I
I
l
SEE NOTE 11
~I. SEE "OTE "
MAIN
BEAMS
-.
r-, rg'
r - , --.::.i3 ' ...J:j~_ _ _ _ _ _ _ -Htj_ _ _ +__ _ _ --+I::'j-f--
------- ~\.i::j -f-", --------~-~J ''-_.J '-_J
L_.J _
1"'-' 1"'_'
PERIMETER BLOCKING
(SEE NOTE j4)
NOTES:
1. SEE TABLE 4.1 FOR REQUIRED PIER CAPACITY AND SPACING,
2, SEE TABLE 4,3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS.
,3, PIERS SHALL BE LOCATED AT A MAXIMUM OF 2 FEET F.ROM
BOTH ENDS.
4. PIERS SHALL BE LOCATED AT EACH SIDE OF ,ALL PERIMETER
OPENINGS (4) FEET OR WIDER IN WIDTH. THIS WILL INCLVDE
DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ErC,
5. SEE TABLE 4,2 FOR PIER CAPACITIERS AT RIDGEBEAM COLUMNS,
. ,(~~\lIIII/"",1
",\' .IC 0 III,
......,... "'\'. . .Ot- I",
~" ~... .... ,.... C'b~ "
j' ~...~~\ST~"'~",,1-- \.
~ .' q.: No. C,, ~
S .... ENf1ES70357,1 \ ~
g * : .... i * ~
% .;0 \ S'lrATE OF ....fS ff
'$, ~" /.' ~ ..~~
~~ ~..,..!'O,,4~,,'~~,f
~ cr ".......c....\v.",
"", Z N .~~#...
"1 \\'
FIGURE 4,3
IYPICAL BLOCKING LAYOUT FOR MULTI-SEcnON HOMES
14
SEE
NOTE
13
ROOf
RiDGE' BEN,(
RIDGE BEAM COLUMN ~
RIM MEMBERS
JOiST
MAIN BEMI_____.
RIDGE Bf.AM
PIER SUPPORT
fooTlNG
BOTTOM BOARD
GROUND .
DECAL. PAlNT MARK OR
. QRAWlNG Fj~ED FOR
LOCATION 0 lNA~ON
FIGURE 4A, . .'
TYPICAL RIDGE BEAM SVP.p:O~T COLUMN, PIER
L___ 8
INFLUENCE
SPAN' FOR
PIER A
INflUENCE
SPAA FOR
PIER 8
C ~______ E
CENTE;R U/:-IE 7-
OF RIDGEI"BEAM
INflUENCE
SPAN. fOR .
PIER C
INflUENCE
SPAN FOR
PIER E
INflUENCE
SPAN FOR
PIER D
FIGURE 4,5
TYPICAL INFLUENCE SPANS
IS
.-
, \1i\\\lIIIIIIIIIII
~,'\\'\IS~ C, DO 11111"
$.('\y..\.........,'~ ~,
$' T,,''R\,\STE~ .'..~ ~
~ ..~? No ~6" ::.
...... . fAl . 9.':'
, ~, i E,)IE8703571: ~
= * i -_ : * :;
i -:?. \ ~trATE OF J ~ j
S.~. .1" . , ',:,
~ ~ fl' ,,"'I ~
... ~"'~ OIA~~'''~''',.:-'
...., ',.....-
'" ~ ,
I
~
i;~ ,,'n"~i~ !I; ~ ?~i;: :'":.: .. '" ".'. d..: 1.1. . . . , . .
~ ~d I~: .~i i~ i ~;; , " ", .: '
! 'm!..~ i:~ ._ ~i. ~~ ~! · a " '" '" ''" ~
~ ~t~. ;~i!~ ~~ ~~ ~ g~" . j~~,
! ~~f 1m ii U; i: ~~ ! w. TI' r 1,1"11' ~~~~ I~~~~
~ U~ ,~~" ~" ~~ g, h~ S SS s, s s s s s
~ ~~8.e ~~ , 6 ~ ~~~ '" I) 0 ." OIl ~ '<0 I) ~
' ~~~ , ~~~, ~~ ~~ > i "" b ~ " b ~ '" b ,
.- .- r ~~~ri- ~6 ~~ ~
U ~ "'0 ~~~~ ~~ ~~ =~)~) I, ~o:tl
.;: --.; -.; z u III 0<; . _ ;r; VI
u u ~. ~ ~ ~" . ,: ~ ~ g
~ ~~ u S ~ ~ ~ Ii W6 ~ ~ <*om~~ ,~: ~~~ ~~z
=8 ~~~h he ~1I~~~~ ~. ~~~. w 8;~ ~ ~ ~ 1;~i:~~~~~gg~ ~~i
~~ i~g~z~~8~ ~~~~g ~~~ VI~O~~ m~~~~ ~ ~ ~ 5~~z~o OI~~5~1".~9 ~
i~ ~.~d~/;i~~~ffiU~~~ :~[ hg~~ ~~~W8 ~ ~ ~ ~~~~~~ ~.g~Q~i!' 8, ~
~~ 8e~" 5o~~g~.?~. a8~ h"~- .1iffi~~ ~ ~ ~ ~~~5w~ ~.'" Q1i~~ ~~ "
!~~I:i!I:18~'i!!~i';g!i! ;i!~! i~~:!li;~ ; ~!;!;; i!8f~!~~~~, ~~
ad~~.~<~~ ~g~~'~~~~~~~M ~9~~~ ~~ .~~~~ ~ ~g~~.~ ~ ~~~i~~~~i :~
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g i~~Iji!ii~;!!~!~~I~i!~I:;!iil!:i~Ji~:~~:ir!il:~:~iJDI~11l!~ ~
~ !ISi~;~~~I~iil~~I~I~i:!!li~:~I:I;:~~:;!::~;~~iif!i~~~~1!J~~! ~v" ~
~ ".~<g~~~~~~~g.~~~e5~"fg9~~.~~1i".~g~gdg.~~g~~g~~.~ri~5~~~~liEi .
' .
~~i~i ~ i li! J ~~ ~~ ~i ~ ~hl ~ ~~ r~::! ~; 'I \t
i~ii: ; !~: f~ !~ ff~ i ~ !~~;i !2 :: g~g i~ ~ :~g __'~'=
e !l~i5 n ~ 8~ ~ ~I~.~o 0 ~b~ ~ ~"~ ~~~ f- ~:i 5s~ .eN
~:a~~ !< ~ 8g ~j :~~:~I~ g ~ g<~U~I~ ~f ~:i !! ~HfB "",''''''\ '~ """""
g~~Bt ~ ~J~ ge ~d~. ~: I~~l~ ~~ ~. ~11~ ~~ ~'" Egl:I, ~l~ ~~.".,... ,~~~~",,,,
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:~ 8 ~l8 ~ ~i~B ~ ~~i f e ~ ~ g ~ ~ ;j~~8~~~~~ g 2~ ~~~ .~ a~ ; :J~~ f ,i,~..,: i3 ~ i; '" 1
~ im':1 ~;;;II~~:!!:~III; ;!:~!:;iMi;riil~i ~! i~l; \1. \~: jig 1lJ)
~ ~ ~~ ~!~~~~e~8i;~~~~i~~~ i ~~~2i~2E~~g~ g~~g;~g '~~u;8~ ..'t;>".......... ~~~;>'~
I ~i~il~~ ~~;~I; m! ~ ~! iml !~~~II~n~li!~!!gmi!~;!li~ ""''''''''~" ",,,,,
.~....
16
-,
CD
. -----~--------
nl--~~~-~~~~~~~~~~~~::~~~~~i-~ll-"~~':~~- -----1 ,~l
: ,. I II ". II
I 1 II ,I II 1'1 II
! I Ii I ~~ 1'1 Ii II, II
: : II ~~~ . I II 'II II
: !!I ~s~~ II ii. ." IIII
i ! I! ~ Ie II.ii :11 I
I I II t I " I' I
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I f}=fI===-~i~I========lr~I~I"~=J~rr-""r-:--------l1-tl
II I "! II' I' t't II I
I 'I ' : ~ I ... r-ir-llo. "e: 'II I
I I I . ,I I M I 11 es "I
I II e 5 I I I I' %~!!;f'i II
I I Ii .:tiS III I -l'r' _J II ~ o~ II I
I I II 15;;1! t II 0 lil . II I
I I II Ii: l;; 11" II Sg~e II I
: I II ~ ~ II II II Itl......~ II c I
[;j :: III ~'!l:~ I: II '11 II I
g I I t: tt 'I r-....-' I , I,... I
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'I II I, I I I
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I s~ I 11 I II ! I.
I ! jl .~! I II I ~ II I. I
I .. LJ-~""~----------_l- -u-u -lJ -L_~_ -----.If~~lJ j I ~.
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ln~ '. ~ ~. :..".,../-- ~...
,cb 15 ' l ~ta:l\ :i:::!~ ~. 4J
CJ ~ \~II1.W ~H~i~~ ~. ~
t-:J -- ,l ~L '~E~: ': ~
z w .,) lu.z::aJ '..;,:.~:: ... ?
~II W'e=< _~~~~J~' ~
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~~i . ~ 'r~ ~~i
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'0
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'~
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~'r-"I ......:J,....', .'::r:. :iil'.:
~, ',,~ ~'": ~~'" ~;~i;
T r:v-I~ ~~3U IF;:! ~
{. 'l1,"lT 'IIF'h ~i
~ ~~~ ~ .2~ c;;;lll;~ ~I~~g
~ ~~li:~8:Z:~ ru JO 'u&iH t4n I~j!; ~ ",_..,
~ ~~ ~~g~ f- \o~ X'm.llfr ~ 1~~3 F ~~!<
~
Q,;....,
p~
~
a
~
i ~!~
~ I~~
~ ~i!
i~~~~i .
~~ ~5" 5
~e~t;~~
. 1; .t;;
. ":~C'hf.t:i
19
.. J;~. '\O~
~ ~~ I~ ..~
~ ~b~~ ~
\a., ~ ~~~t.gJ ii
r'l ;.,. ~t:CS ~i
~. . ~ ~ ~i .
I '
.F!~
~~~
Rll~
~~"
~.. ~~~
> '
!z
o
f;:,
'" '
~~ ~~~, "
i: a=S:' ~ ",
K ti B Ii! :'
~ ~~! ~~-j
.;
m~.~~~
ij~~~ 1, ..
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IUn
--
8
\0
'<
~
O!~
'*0
II:
.'
MINIMUM PIER CAPACITY TABU!
(FRAME BLOCKING ONLY)
SECTION
WIDTH
(FEET)
12
EAVE
OVERHANG
(INCHES)
o
8
16
24
14
o
24
16
o
a
16
REF. DWG # i"FE8 QS IqQZ
ROOF
LIVE LOAD
(PSF)
20
30
40
20
.30
40
20
30
40
20
30
40
20
30
40
20
.30
40
20
30
40
20
30
40
20
30
40
20
30
40
20
30
40
4
2400
2650
2875
2500 '
2750
3000
2550
2850.
3150
2650'-
2950
3275
MINIMUM PIER CAPAillY (POUNDS)
MAXIMUM PIER SPA\!cING (FEET)
.1
6 8 .. 10 12
3400 4425' ~4~O 6450
3715 4900 i~025 7150
4100 53!0 ~600 7S5p'
'01' ,. .
.,
3550 4600 '~650 6700
3925 5100 ~300 7500
4325 5625 '~950 8250
3650." 4750 "'~8'56 6950'
4100 . 5325.:, iS550 7800
4525 .5900 ~~JOO eS50
" .... "j,.'.", ~(.':,.'.,,' ~..,:' '.:" :. ';~!''\\i;' ....~ ':.t. .,',:.;.,. ;.~ ~.. ::..;
.""3800" ;"4900:.'. ,t;i'6050"" ";7200'-"
4250 5550~825 8125
4725 615017600 9050
2725 -- :i 3900' ,
3000 4300
3275 4725
280.0 4000
3too 44.50
,3400 . , 4925. ..
2900
3200
3550
2950
,3,30b
,3675
,3006"
3325
3650,
3100
3425
3750
j170
3.5.3!5
3900
20
'4570 5970
,0_115. ',~ 670_0,
5660 7425
4150
4625
'5125
4250 ~
4800 .
5325
. :':4350''"''
..4800
52,50
4450 .
4950
5450
5015- ,
5625
6150
'!\"15250 ....
~925'
. 'r600'
'~450' ,
.:::17200'
;:w~~o'
n" .
8 "LONGITUDINAL I-SEAM IS 8'-d',
10 AND 12" LONGITUDINAL I-S~M IS 12'-0",
TABLE 4.1
MINIMUM FRAME PIER CAPACITIE~S
;,'<74:25:
8250.
9050
, 7650'
8550
9450 "
. ,
5225
5825
6425
5400
6050
6700'
. .6650'1900
'7450 8875
. :1~27$ 9850
., '...., " .
:,$.','850.' 8150
:' 1725 9200
. "~~OO ' 10250
, " 1'<<9i"~ " ;.' SJC :'
.? q , 0 ,
. :'J{1So', '9225
l~St5." 1 0150.
712'00 ' . "8550
flooo 9550
El850 10550
':;71370',.'8.900 '
~280 1.0000
9!J 10 11075
5550
6250
6950
";5'~'50:.
.6275
690,0
5800
6500
7150
-
MINIMUM PIER. CAPACITY (POU~OS) -
TOTAL ROOF MAXIMUM INFLUENCE SPAN (rEET)
WIDTH UYE LOAD -
( FEET) (PSF) 4. .8 12 16 20 24 28 32 3'6
-
24 20 1200 2000 2800 3550 . 4325 5100 5900 6675 7450
30 1525 2550 3575 4600 5600 6625 7650 fc675 9700
40 1850 . 3100 4375 5625 6900 815.0 '9400 10675 1.1950
26 20 1300 . 2175 3050 3900 4750 5625 6500 7350 8225
30 1675 2800 3925 5050 6200 7325 8450 ~~600 ' 10200
40 2025 ~425 4825 ()225 7625 . 9025 10.425 111800 1320.0 ,
. -,
28 20 ' 1375 2275 3175 4100 5000 5900 6800 . '7700 8600
30 1750 2925 4100 5300 6500 7675 8850 1!0050 11225 :
40 2125 3600 5050 6525 .8000 9'450 10925. 112'400 1'3850 :
. . -
30 20 1475 .2450 3450 4450 5425 6400 7400 ~400 9375
3d 1900 . 3200 4475 5775 7075 8375 9650 110950 12250
40 2300 . ,3900. 5500, .7100 8725 1.0.325 11925 '1/.3525 15125
,...1
32 20 1525 2550 3550 4575 5600 6600 7625 8650 9650
30 1950 3300 4625 5950 7300 8625 9950 111300 12650
. ... 40 2375 4025 5675 7350 9000 10650 12300 '113950
15600
~h""
C.Oo OIl'""
.....,'~...."."
$ ~~\ s rt; ,;. ~":-%- r.,,~
~ . ~ NO 0" ~
ff ;' ENE8703571 \ ~
! * ! ... : * ~
~~.... $TATe or ....$1
~ (:)', I. ~,., ~ ~
"'-;. :.<}.'" 'YO,A...l ,",~ ~
'" ~'.'" ". ,Y;O.' ~~', ...'
',u:n ",,,.,, ~\'V ...'
k'''' ufON ,~' :0-
....--- ""'f ",'
'--- -
alstq) ,
~,{I:~. ,
TABLE 4.2
MINIMUM PIER CAPACITY
MULTI-SECTION RIDGEBEAM COLUMN SUPPORT
.;
21
MrNIMUM FOOTING SIZE (OR EQUAL AREA) (INC.H/ES)
PIER SOIL BEARING CAPACITY (PSF) -:
CAPACITY 2000 4000
(POUNDS) 1000 1500 12x12
' , . 1 2x 1 2
600 12x12 12x12 1 2x 1 2 12x12
12x 12
800 12>< 1 2 1 2 x 12 1 2x 1 2 12x12
1000 12x 12 1 2x 12 f2x12 12>: 12
'1500 15x l5. 14x 14 12x12 . 1 2x 1 2
17x17 -
2000 15x15 1.5x13 12x12
~500 19x19 17x17 1 Sx 1 5 12x12
3000 21x21 18x18 1 6x 16 12x12
3500 22x22 20x20 17x17 1 2x 1 2
4000 24x24 18x18 13x13
25x25 21x21 -.
4500 22x22 1 9x 19 13x13
5UUO 27x27 23x23 20,x2'O 14x 14
5500 28x28 , 24x24 ,21.x21 1;5 x 1 5
',6000 29x29 22'x2,2 15x15
6500 31x31 25x25 16x16
32x32 26x26 22x22
7000 23x23 1'6x16
7500 33xJ3 . '. .27x27 . 24x24 17x17
., 3'4>;34 28.x28 .
,8000 : ,25x25 17x17
..1. 8500 35x35 29x29 25>:25 18x18
9000 36x36 29x29 .2Qx2,q .19x19
9500 ...37x37 30x30 -.
10000 38><38 31x31 27x27 19x19
32x32 28x28 ' ,20x20
1100'0 40x40 29x29 21x21
12000 42x42 34x34
13000 43x43 35x35 31x31 22x22
14000 45x45 37x37 32x32 -: 22x22
15000 46x46 38x38 33x33 23x23
16000 48x48 39x39 34x34' 24x24
17000 49x49 40x40 35x35 25x25
18000 51x51 42x42 36x36 25x25
19000 52x52 43x43. 37x37 2'6x26
20000 54x54 44x44 38x38 27x27
21.0.00 55x55 , 45x45 39x39, 28x28
22000 S7xS 7 46x46 40'x4P '.. .. 28x48
. "ZJ0,QO ,58x58 47x47. .41 x:"f-;,l .. 29x29
., . ' 3.0x30
24000 5.~x5~ ,., 48x48 , ' ' 42)(4.2,
25000 60x60 49?<49 . 43x43 .3'OX~Rl\llll"'", ,
.. .\\,. C D . ,
NOTES: . , "",' ~ :..: ". O. ')~''-
1. FOOTING SIZES SHOWN ARE FOR SQUARE PADS AND ARE BASED ON THE AREJlI' ~'O~"(.\STf;;" "
,~
(SQUARE INCHES) REQUIRED FOR THE :LOAD. OTHER FOOTING CONFIGURATIONS, ~ '$....~'" No. "<
SUCH AS RECTAN.GUlAR, MAYBE USED ,PROVIDED THE AREA (SQUARE INCHES) I~ii 'ENE870351 !t .~
EQUAL TO OR .GREATER THAN THE AREA OF THE SQUARE FOOTlN.G SHOWN IN THIlj€ * : ..~
TABLE. FOR EXAMPLE, A 12" .22" (288 SQ. IN.) FOOllNG MAY BE USED IN PLAcl!I~." I Sl; T (~ .
.
OF A I 6". 1 6" (256 SQ. IN.) FOOTIN.G. ALSO, TWo 12".24" PADS MAY BE USED ,'iA\ ll; E ,~~..,
IN PLACE OF ONE 24".24" PAD. PROJECTION SHALL NOT EXCEED "P". '"':.' ........ J;).. .."
2. THE FOllOWING TABLE SPECIFlES THE MAXIMUM FOOTING SIZE FOR VARIOUS 'I~ ". , ~
FOOll N.G TH ICKN ESSES. TH IS TABLE IS BASED 0 N UN REIN FORCED FOOTINGS.. REINI1oRt&"3't On \1; . ~....,
\ \'
FOOTIN.GS MAY REQUIRE A SMALLER THICKNESS THAN THAT USTEO BlJT MUST BE' '.""'" " " ".
OESIGNED BY A LICENSED EN.GINEER. ALSO SEE SECTION 4.2.1 FOR ALTERNATIVES..
FOOTING SGL STACKED D8L ,STACKED ' "P';
T Pmax PIERS (W x L) BLOCKS (L x W) "L" ~
f-. 1 ",
4" 4" 16"xl6" 16"xl6" PIER ] rrc
6" 6 1/2" 16" x24" 24" x24"
8" B 1/2" 19" x2r 2r x2r . 00
12" 13" 24" x3 2" 32" x32" FOOT~" TABLE 4.3
18" 19 1/2' 32" x40" 4 0" x 40" FOOfiflNG SIZES
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TIEDOWN & ANCHORING DETAILS
43,'
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 04-00001012
pin number . . .462672
Page 2
Date 11/18/04
----------------------------------------------------------------------------
Special Notes and Comments
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 IIFire alarm"
Electrical load calculations and elctrical permits are
required.
Construct driveway to City Standards.
No concrete with exposed aggregate is allowed in the City
road right of way. 6'-0" sidewalk reqd @ curb.
----------------------------------------------------------------------------
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
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 880.00 880.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 1774.50 1774.50 .00 .00
Grand Total 2654.50 2654.50 .00 .00
L
~
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 [11/14/2003]
c"
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 UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION,
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE,
r INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGEiDOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: #
ROUGH. IN
PLUMBING
UNDER FLOOR I SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW I WATER
AIR SEAL
WALLS
CEILING I I
FRAMING
JOISTS I GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS I ROOF I CEILING
DR YW ALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL I FLOOR I CEILING I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE I PELLET I CHIMNEY
HOOD I DUCTS
PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT #'s:
WATERLINE I METER
SEWER CONNECTION
SANIT AR Y
STORM
PLANNING DEPT, SEPARATE PERMIT #'s SEPA:
PARKING/LIGHTlNG 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 PW I CONSTRUCTION - R.W,
ENGINEERING 417-4807 PW I ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT, 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING
T:\PLANNING\FORMS\1102,15 [11/14/2003]
d''''''~.
s(j~~
D!I
"""",::,:,,,.
CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
~21 EAST 5TH STREET. PORT ANGELES, WA 91n62
Application Number
pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
Property Use
Property Zoning , , .
Application valuation
04-00001012 Date
.462672
1702 S 0 ST
06'30'00-4'4-0300,0000-
RES MANUFACTURED HOME
2/07/05
RS9 RESDNTL SINGLE FAMILY
67227
Owner
Contractor
PARSINEN, WILFRED
210 SO, FRANCIS
PORT ANGELES
(360) 457-8922
Structure Information
Construction Type
Occupancy Type
Other struct info
WA 98362
BUY RITE HOMES
3543 W.STATE HWY 16
SEBRING
(479) 795
1424SF MANUFACTURED HOME
TYPE V NON-RATED
SINGLE FAM & CONGREGATES
TOTAL % LOT COVERAGE
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
FL
16.00
1. 00
9000.00
1424.00
1424.00
1. 00
Permit
Additional desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
KIRSCH ELECTRIC
KIRSCH ELECTRIC
78.70
2/06/05
8/05/05
INC,
Plan Check Fee
Valuation
.00
o
...........
~
\J
\'i
Qty
1. 00
Unit Charge Per
78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
.~,
Special Notes and Comments
The proposal will allow the placement of a manufactured home
in the RS-9 zone, Setbacks and lot coverage is good at 16%.
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 I1Fire alarmll
Electrical load calculations and elctrical permits are
required,
Construct driveway to City Standards,
No concrete with exposed aggregate is allowed in the City
road right of way. 6'-0" sidewalk reqd @ curb,
(j
u\
,1
Other Fees
RES OVERHEAD SERVICE FEE
410,00
COMMENTS! ACTION NEEDED
ELECTRICAL PERMIT INSPEczrJON RECORD
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
1""" '1-,1
...,. . '-"..
R(lIICyH-IN I CUYbK
~hK YICh
-PINAL I I I
GENERAL COMMENTS:
PW.lI02,U (4196]
d''''''~
'~
CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
~21 EAST 5TH STREET. PORT ANGELES. WA 9RJ62
Application Number , . , . . 04-00001012
pin number , . .462672
Page
Date
2
2/07/05
Other Fees
Fee summary
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
Charged
78,70
.00
2184,50
2263.20
COMMENTS/ACTION NEEDED
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
745,00
4,50
1025,00
Paid
Credited
Due
78,70
.00
2184.50
2263.20
.00
.00
,00
,00
.00
.00
,00
,00
ELECTRICAL PERMIT INSPEQ'JON RECORD
CALL 4 t 7-4735 FOR ELECTRICAL INSPECTIONS, PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE
DATE
COMMENTS
NO
GENERAL COMMENTS:
PW-II02.lS [4196]