HomeMy WebLinkAbout1322 W 15th St - Building
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BUILDING PERMIT - APPLICATION
Date Issued:
Fill out COMPLETELY and in INK. Your application and site plan MUST B
COMPLETE to be accepted for review. Ii'you have any questions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Phone: i//"/ /1 J~5 6g3
Phone: .lI'7 ..J- 'J q~.
Zip: J t?-' J 6)
LEGAL DESCRIPTION: Lot: 6
CLALLAM COUNTY PARCEL NUMBER:
Phone:
. Tt 066C/l1 //~2.c~
State License #: f1 )- e g / Exp: 1 / ~ 2 ..,.".. j""""Phone:
City: geQv /"'1 Zip:
151-4
Block: ,/3:3
o,,~c~q~sZ~~
6?/ 3tJ?y
Architect/Engineer:
Contractoer~ S +,,~ (?
Address: '2. 6/ .s"- 'J '1 IIV') () I
I
PROJECT ADDRESS: 1:S 'Z 2 lAJ
ZONING:
Subdivision:
~ f
Credit Card Holder Name: ~~;../tt..L lJ,J WI/SUY
Billing Address:. /6"3 I I~ .s-tz; f' 7; City: ,PoI- /?f ~'I?(~
TYP;gOFWO~ N DATION:
riesidential .0 New Constr. 0 Re-roof 0 Stove l? 2C) SF. @ $ /SF. = $.
o Multi-family 0 Addition 0 Move 0 Garage ' SF. @ $ /SF. = $
o Commercial 0 Remodel. 0 Demolition 0 Deck. SF. @ $ /SF. = $ . d
o Repair 0 Sign 0 Other TOTAL VALUATIO:th $-t;.CCJ<:JCJ~
BRIEF DESCRIPTION OF THE PROJECT: .1f!!!! I'-f II-JJ J; F fcn.l- e~ /1 n /-r:>
~k:\e", u.1e.st ~c::>E"IBsF ~7/b."X4.8 .
COMlY.IERCULJRESIDENTIAL: Occupancy Group:
No. of Stories: _ Lot Size: ~ Existing Sq. Ft. ,tz>
Totallot coverage I ~ , 8
Occupant Load: Construction Type:
& Proposed Sq. Ft. J..sa:::J = TOTAL Sq. F~. /.5 2 c::J
%
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
ESAlWetland(s): OYesONo SEPAChecldistrequired? 0 Yes 0 No Other:
BUILDING PERMIT APPLICATION SUBMJTTAL: The Building Division can provide you with information on the application and
plan submittal requirements if you have questions.
VALUATION OF CONSTRUCTION: In all cases, a valuation amountmust 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 Pemnt Coordinator at 417-4815 for assistance.
PLAN CHECK FEE: IF a plan checlc fee is ~ue it must be submitted at the time the building permit application and construction plans are
submitted. All other permit fees are due at the time of pemnt issuance. .
EXPIRATIONOF PLAN RKVIEW:Ifno permit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section Rl 05.3.2
of the International BuildinglResidential Code, 2003). No application can be extended more than once.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and
understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obt . such pef1!1its prior to work.
T:\RVESS\BLDG-forms-brochures\2003-Buildingpennit.wpd ApplicantX' .lJ.. t) ~e: 11-/20j/
The City of Port Angeles
Building inspections Dept.
FILE
Upon reviewing your application andplaIlSsubrillttedf6r a Manufactured Home,
the following are some of the items that will need to be taken in to consideration.
Property.
Property boundary pins are to be identified and marked at footing inspection to verify minimum set
back requirements.
Manufactured homes.
Manufactured home's are required to be pit set with 12" maximum and 6" minimum reveal on
foundation. Blocking and tie down inspection is required
Foundation crawl space and ventilation are required per the 2003 IRC. The ventilation required is
one (1) sf. Per 150 sf. of crawl space.
Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the
foundation. If gutters are installed a downspout drain is required to an approved drywell or other
approved locations. Footing drains are required per the 2003 IRC and are required to an approved
drywell or other approved location.
An inspection of the water, sewer, electrical, footing and down spout drains is required before
backfill is allowed.
If outside of (4) minute response area a sprinkler system or an exterior bell approved by the Fire
department may be required.
A final inspection is required to be approved before occupancy can occur.
Garages.
A continuous footing is required around the perimeter of the load bearing walls, although some
manufactured homes are designed to accommodate a garage. The garage must be designed as though
it is independent from the manufactured home.
Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRC.
Garages detached and attached to a manufactured homes, require standard wall bracing methods to
be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If
any of the aforementioned methods cannot be met, engineering design will be required for the
"SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2'-8" in width.
This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a
guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD
APPROVAL"
11/04
, .~~i.'
Feet
This map is not intended to be used as a legal description. ~
This map/drawing is prodlJ[;ed by the City of Port Angeles for its own use and purposes. i[~;
Any other use of this map/drawing shall not be the responsibility of the City. W'
Dr:rwe/f Section
" ,.._~--.
SIZE TO ACCO~1ADATE
CU, YDS
rOPSOIL
DePTH 4fUST
PflyeTFlt.Tc
.c ~OUS
Sell.. StFlA, 7.4,
~^,SPO(Jr
......
PCRF'OIi4rro
'" PIPe
^'o Tt,
P~Oy/Oc S
CUTI..O' T CFlttly AT
o GVTh-
O~ Ily1..cT t, 'l'.Fl,
PIPt, 0 ~WtLl..
I .l1-L..: -. ""J' . .......... _, u'~. _iV J.,;"J..1. J.. . 4-1 .'
<"
J. .J....'. I _I I LW'-HJ...IL.L:. j I CP,j 1 ":"'C J 11\11_
rH^. l. "JlJU( ':'H..""'1-_ll.f,;"J
rH'.:>C 1
~
SAC IND
COMBINATION
TIE DOWNS
..,.,.
MANUFACTURED HOMt: TIE DOWN iNSTRUCTIONS AND
SCHEDULES FOR SINGLE !DOBBLE /TRIPLEWIDESu
DESIGN & GENEHAL NOTES
D r~SIG N LOAllS.;
* WINIJ --------.-------- 15p~1 (70 MPH EXPOSUJ{E "C").
* SEISMIC 'lONE ---------- 4
* SOIL l:It:ARING ---------- \000 psI li.Q..I.f:; MAXII,jUM SOIL PRESSURE
1$ 1000 p9f WITliOUT A SOIL REPoRT.
* EAltTli AUGl::H:;; --------- 47501{ IolIN. TOTAL LOAD CAPACITY
31S0Jl WORKING LUAD CAPACITY
.;; STAOIL-X DRIVE ANCHOr{$-- J7so11 ~IN. ToTAL LOAD CAPACITY
:I \ SOil WORKII~G LOAD CA.PACITT
:+: CUNCHfTf. SUB ANCHORS -- 475011 MII~. TOlAL LOAD CAPACITY
J 15011 WORKING LOAD CAPACITY
'* TIE DOWN STrtAPS ------- 475011 MIN. TOTAL LOAD CAPACITY
.115011 WORKING L:OAD CAPACITY
TIt: DOWN ~TRAPS MeeTS fEDERAL SPECifiCATION OQ-S-7~ I H FOR TYPE: I, CLASS B,
GRADE 1 STRAPPING AND BE AT LEAST 1 1/4" . .035 ZINC PLAT(O.
.GLltEBAL NOI~
\ .
TliE CriAfHS SHOW THE REQUIRED NUMBER or TIE DOWNS ON THE SIDES AND
tNUS or THE IolANUrACTURED HOME.
COMBINATIONS OF SHE DIHUI[NT TYPES OF TIE DOWNS CAN OE USED.
nJR ALL TIE DOWN IN$TJ.LLATIONS, TH[ /./ANurAC'rURED HOME CHASSiS MEMSfRS
AilE $~IOWN AS'1" 8EAMS. (FOR ILLUSTRATION f'U~POSE ONLY) CHASSIS bEAMS
CAN ALSO ElE "c" SHAPED or: "11fC" SHAPED.
SIDE TIC DOWNS Ant: RlQUIR[D ALONG THE OUTSlu[ nlASSIS BEAMS. END TIE
UOWHS AI~l fli:OUIRED AT (ACH ErlD or EACH TRANSt-'OIHABLE SECTION or Ti-lE
hIMWt" ACTuf(Eu HOME.
UH) m DOwr~S CAN O[ LOUdED wITHIN \ 8" If" EITHER SIDE OF CH.....SSIS 8tAl.{
AXIS.'
:\.
C
J.
6.
lHL ~IZES. TYPES. LENGT>1S. ECT. or MATERIALS SHOWN HEREON ARE I.lINlldUM.
LAI~C(R, I.ONCER. HEAVIER l.IAT(flIALS SUPI'LlED By SAC INDUSTRIES. INC. MAY
Sf: USff) Ar TH[ SAI..l[ SPACINC AND LOCATIONS SHOWN.
I
ALl. PArHS ARt: COATED WITH RUST RESISTANT INDUSTRIAL SHOt' Pl1l1.tER.
. I.
STATE APPROVAL
- ----..--
~""I',i.I'U/.;::z.o U.p~,..,t ~/
APPROVED
SlJllfCT TO CO~JiI(1'ON! NOTED
~~C ItlOUSrRIE$. INC.
J~JIl-C f,TlCErU,L.O 1"10.
ItAIlCHOCOHDOVA, CA. 9S7'2
PH: (tWO) 771-.l0:ij
""'JltilI"(I' do.,
)"..:0,1.1.... i,&)~
.c..,..,luhonl.
nLtt (hJII..u II. ., ",'plfoI.. Ol.r .....I.....cu, ..
,..q....,......".. ,.sf o,Jpll((lbl. S'.o.]I. I.... "....
"AClnc CONSULTINC [NGIHr.rfiS
~l so BELL AYL. SUITE 14~
$ACHAI.tt:,-nO, CA. 'J~l:IJll
PH: (916) S6~-6D2fl
SIU'" 01 CO-IJI",,,J....
l>-.p"l.tu...., vi H<uoI.Juo nl\J C"""n""II, O.".kJp....n,
.SPA NO......E:z::~- /2C
r"'h Plan Approval Expires. ?'~~/?~
THIS TIE-DOWN Sl'STEM
1.1[0$ THE REQUIRCMENTS
or $[CTION I :!-36.3
SUI)$(CTION (0)
, ..._~ j...._...~.... ,""y' y-.o .~.... ....,...
"
.L,I..... loJ 11J1'-n.LJL....t-1 1~I"r 1....A-.-' 11"'1..,
I~Hl\. J.,.J<l___V( ~l-",,+:..I..l.'_J
.!?AC INn. CONCHETE TIE J)OWN ANCHORS
/"~~ //)~ /~:.::::~~
~/ f ....,../ )""-";y'
/~y /A.{/-:f/w /'{...~..;;; ,-
.' / /, /
. / ,.,/ / ./
~.:/ <~./ ~ .
1/6005
#7000 U7001 U7002
'Q..
tl/....... r
.>:'-./~ - -~,
"'- /.l..
)q.t
e
~~
'~ U;J, ~
II', ,
"" ....
~
t-'Hl;>C .::.
" OR
,'\.
.c..Q.ticnETE TlE=.ll~ ~
,.I<:!\..\
... :;~~\;'l'
..q-: . - . "
":i2;.~
-^LTERNATE
CONNEr-nON
//4002
#6003 06004
JNSTALLATTO~ INSTRDCTIONS
EXISTING CONCRrTE - 11600,~
1. CONCRETe MUS' 8E A M1NIl.IUI.I 3 1/2" THICK AND IN COOD CONfJITION.
2. MINIMUM SLAB AREA of EACH ANCHOR IS 28 Sou^I~E rEET.
3. DRILL PROPEll Silt: rlO~t IN SLAB. A MINIMUM Or' 12" FROM AN'" SIDE.
4. EXPANSION [jOLT IS 5/8" x 3 1/2" WITH MINIMUM 2 3/4" EMClEOML:NT AND
b.l 80 POUI~(J 'pULl. OUT,' 7,160 'POUND SHEAR: .
.t:!.f.YL.c..Q..tlJ;Rf:I.L.=,_II..u.lJ..O.4
1. PLACE CONCRfTC Ar~CH()R IN I () Wt,T COrKIU:TC ANO ALLUW 1'0 I-'ROPEHl Y cukE.
2. ALl ErlNATE CONNECTION REQUIflES 1/5 REBM? PRopeRLY !;:hlBEuDCD IN CONCi<LTl.
~HASSIS CONNECllilli
I. ATTACH STRAPS TO CHASSIS OEAM IN MANNC~ SHOWN.
2. If" ANGLE Of' SIDE STRAP IS GHEATW THAN 60'. STRAP CONNECTlOH CAtl l3E
MADe FROM ANCHOR TO OPPosITE CHASSIS IJ[AM,
3. INSERT STRAP THROUGH SFLlT BOLT. CUT Of"F Ex-cess STRAP AND T10frEN
[lOLT UNTIL STRAP IS SNUG.
.- '..
o . " .~-< '.'~ .~ o. " :1
, .' ~ ..
" . . " ':. . . . . - i .. - '\, l
'~. . . ; " - 0 . ~
~ . ,.' . --~ -:.'. .. \\ ~ . .' .
~" ro ~
... Y Sloe VIEw
'L.m:^M CHi\SSrS
~CE '1" OCA/04 CHt.SSIS NOll: J),~
Stleer /II 1'0fl ll[ O\,)wI< INFO.
PlllLL 11/16" HOLE A.T ~IO IiCIGHT
uF I1lAM I\liLl INS1 ALL . .. 0 /.
1/2" AJ07 00L.1 .. - J ft
(Trf'ICI\L) '. ~ " ~ . 0 ~ -r:'- .., o' - - o' ~
.' >.,~ _ " ~ ~ . -'I ::
:f. ~. - ~,-, -. .. .' . '~",
'Ir' . .0' .j
~ II ....-.. .. ...
f~':':: '-'~.."
.~ . ~:., VI'.
"RFC" BEAM CIJASSIS
$EL "r Dt:A~ CMAS:;;I~ HOT[ IP
~i1f.t:T /I' rOil TIE l>Llwl~ IIII'U,
,
r-----1
, - - 5:::''::.', ..
A-
" ""
, f 't
I. '.
" ".
" . "
, . I.
.. I.
~Ir' .
..(~~,
.' .
., ,.
SIDE: VI[:W
END TrF. DOWN
f.NO v,(YI
,cot'ITJ\ACTOHS ~'EHT~fJCA 1JON
J Cl-~R'l'lF'Y THAT 1 HAVI!; INSTALLED TIlE ~AC INO,. lNC. ANCHORING ::;YSTEM AS
P8f< TI1.f: 'INSTALLATION INS'1'RUC'l'lUNS, 1 HAVE: MADE:'- NO MOD1F'ICA1'l eJNS TO THE:
ANCHOHING SYSTEM OR '1'0 THE BU1LDING S'fRUC'fURC.
COMPANY NAME: .___ CONTJ(^C'rORS LlC.J/--
i H/\ . J..:;vu ( ';;1;..4:;:' J. I:;'
i 1 u:. I'~?:;uj::> U.;;....;;U ::":' 11. .:jl:,
1 1.' . I ,I I D,...<.HVU:: I I t:.,....j-. I ::..t:.::.. 11\Il~
.,
r"HI.:>t:. ..
SAC' IND. STARIL-X DRLYE TIE DOWN ANCHORS
~';.fl
.:::.....~. ' I
1 ,,//
.j7~~
'. I/~./ -"':::::.J
y-."
I.
1/ GOl 3
nJ". "
<:~t~
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gp'
~ .
1/4002
,
//6005
/17000
~
i:'
see NOTE #7
AND NOTE 118
DET AIL"A~'
1/7001
CH.\SSIS -~ .' _ .' ~
-.......----~.."
/14002 PICH ~ .' - _ - - . . _
OO~T-ON TVP~___:_ _;-..___..-.;-;..--:'~-:'
,FSOlt:L t~~ ~.~ .- -. - -::;. ~;o~o 7' STEeL
SlkAt' - ;; STrIAt' Wi/DUCI<U:
wJtJIJ~~ -", X 'to.
, -, 1. /-. K600~ SI>~1T
,,~. .~, l'''c):.. -' UOI.l<< Nul
~,i~1' ~.
2~";(~.
ST ^ B II. - X .Jllil.Y..E:.....:CU:._.li.Q..\X.li
SEED ET ALL:~;
lNS.T.A..~J..A T I 0 tJ 1 N s.TH U (;1' TON S
.1. L'01ill.A.Q.QR.~hHWHC: C/'I[CK FIRST FOI? UND~:t-lL)ROUND UTILITIES,
2. DRIVE STABILIZER Pl.\ TE INTO GROUND.
:!.. Dr~IV( CROSS RODS THROUGH HEAD TUBES ItHO SOIL AS SHOWN.
4, ATTACH Sn~APS TO CHA$$IS BEAM IN MANNER SHOWN.
~1. IF ANGl.E' OF SIDL SWAP IS Gf/EA rw THEN liO', STRAP CONNECTION CAN Of.
MADE FROM ANCHOn TO nrposlTI: CHASSIS BEAM,
6, INSERT STr<AP THROUGH SPLIT BOLT. CUT orr ExCESS STnAr ^,~D TIGHTEN
BOLT UNTIL STRAP IS SNUG.
7. 116002 M-lCHOR CA.N I3E USEe WHERE: HARD OF ROCK"f SOIL OCCURS. IF' THE
GROUHD SURFACE 1$ OHlER THA.N ROCK OR MINIMUM 2" ASPHALT, USE $T A811.- X
ANCHOR OR ENCASE: ANCHOR WITH 12- II 12" x 12" CUBE OF CONCRETE.
8. WHEN 1/6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR' -- (2) ANCHORS
MUST BE usED AT THAT LOCATION,
WIND= 15 PSF - 70 MPH [XP, "c" - St:.ISMIC i,ONE 4
['-ii~Qijii ,i.:i)'-NU-MI::j8iTUi7"1.~()'~;'" jiNi~i;- AN C H 0 rt:i: i;\jl~l
~~!}~~t~.:~':....~\~.I~, J:!:l v.._~~ MAN U I"J~ c::':u 1~,I:~~~._!.i2M r:~,.. I
[-~';~"I'I"-I"~fN. C.'TH 1'1.... or SIDr. No, or END TOlAL ;i~: Of
{ . TIE DOWNS TIE DOWNS TIC DOWNS
C-~,il~'cXt '0' -.38' ~.. ~2 -~
, l61D1~11~}:-:-~~':-_-.:f- --+....;--.:-..:.-;y..--...
.-:.:::;.:..:;.;:a: ...-.:.;:....,J".;._...,.,..... ~ ,.:"_..... .........1....'_ - --
, rJi"JIJj;lr~ 0'-38' 'j .ol 12
'....lnr. 38' -!i 7' -3 .j'" ..'~... ........----,-:;-
1 U ~8' 's 7 '-7 ir . II .1 --'--i'6"~
T KIP L '( '8'"'0"'":1"B";'- """- ~=""""'. .- '"",,'" (, ___.-LL_
Wllll:. -38,-.57' :, fi18
1 e) ..~~ ...22_' -- 7H7 -"-.1-- -. 'l~ ... .~9.__._
WIND=25 PSF .. BS I,IPH EXP. "c" - SEISMIC ZONE 04
Il'lC(MlmLl -;.juM'iiT:Tliwc'lj,.wi',,"j2iJ AN(:IIOI~$I:'uR I
I:~ACH SfI)F: AND I':ND rJl-' MANIJ!'.\CTlJFiEIJ HUMI':
G 00_00.. -.:.-:.......... -..... ..... ,,_._..0 - --.-' .......- _..-, .'. --
WIDTli L(NG'i'H No. Of 'i1D[ /'lo, or DW rul^~ N.... Of
TIE DOWNS Tit IjOWN~~ TIC DOWNS
. . ."""r..... L:o~~~~..
SINGLE ()'-38' ~ 1 14
-~lb--:-::~ -... ':J
WIU!:. (j ~--",- __...1.6._
TO loll.' S7'--78' 8 20
DOlJAI.[ 6:r:::'Tti';'- "-~r"''''-'-j- 01- It
WIDE .)13'-57' 6 l'--'4"'-:-'--:- "'--.-:;0-
TO 2[\' :,7'-7f!' Eo. T 4 - ~ :.-.--
Tf/IPI.r: J~("'~~~' s 1_- I) 2~
WID [ 3~' ". 5 7 ' _~.__.._+--_..2-._._ LI1
_19.. :41.~ _~'I' - I !:I' 8 (. --~'--:!-ti-I
B
~
4/1.to all
MANUFACTURED HOM~
FULL SLAB DETAIL
FOU~IDA T I ON PLAr~
A
28 '. 6" FOR 2 SECT 1 ON HOUSE
~l' r:O~ 3 SECTIm! :IOUSE
LENGTH
VARIES
BY
LENGTII
OF
. HOME
SLAB TO BE
6/1 LARGER TII
PERMITER OF HO~SE
ALL SIDES g ENDS
TYPICAL CUTAWAY END VIEW
TIE DOWN ILLUSTRATION INTO SLAB ..
EACH CORNER & ALONG EACH SIDE AS REQUIREO;MINIMUr.1121'
~
#4 REBAR 5 BAG COMCRET::: FORMED AND LEVELED TO 1" A to IL A to C
SFE 3UP,pORT DETAIL PLAN FOR BLOCV.ING
IIJ'/ IWOKS . .. MAY.IU: USE:U F8R TIE DQV/tlS
D
c
I
...d. ____
FLOCR
-7
~ TIE-~ eTR.Ap iLRAFFEo
~ K4J./ UAN )J.C) ATTAC/.Ep
TO~l~~~
FER DETAU
!- 2"
~-~
I
~
=~,
'---;
E-DOWN
E1"2IED ~ FER
- GfN:RAL NOTE . 6.
~Q~
,.. ~,
,
\
I
I
/
/~
ea DETAil.
@
/'UN
/lCAI1
IlE'AYf fi.Il9CJEHT ~TH a: TLe.DCuN aTR.Jl> ~
' rcp IlLoT a: lll..l:KU fI.EN DalN ~ nE OOTTc::t1
MY a: fllb:lE. fI.EN BAar:: LP ~ TH: TCf'
bl.oT a: TH: a\:):U ~ A eEcQ.l) TJ-E Ae
m~NFICili<l:~L
ILRAp TH: TIE-DalN 6TR.Ap ~ tHO /'UN UAN
l1>eI ~ Tal ToP 6lOT QI TH! IeLI:::lcU FOR
n-E THI~ TM: Ae ~ H ~ 15-2. TIf:N
E><l'B{) Tal T1E-DalN 6TR.Ap DCuN TO M;~
.AN::~ ~ )J.C) ">>CCT f'ER De-rAll.
!-UJ
':!::~ IT 16 t1"ORT.ANT TO Ii'S'1CM! ,IJ..l. etAQ: FI<a1
[HE 6T6TE1 ~ M: ~ IlEAI1 A~ r. TO FI<oTECT 6TR.AP& ~T ~ ~ a: I_~
cur A PIECE a: 61RAPPN::i TO IlRAP ~ M: 1-1lEAI1
~ TH: ~ eTJUp 16 ~ ~ TH: ElCAH.
_. DOWN STRAP TO MAIN BEAM DETAIL
E 1'f.N$ICW llCtT MO
OR fI:AD .AID ATTAcIj
,,;eft Y. TIel NeERT
, WIO TH: 6lomo
n~ TENelcw llCtT
AFTER e TR.Ap 16
~ TH: elOT.
, ,~T'~'.
- DOWN
~ A IM6' 6CO:ET eft ~ ~
IlR:tOl 10 M.IKE AT lEA! T FO..R
cctfl..m: ~ ctI Bet.T LNTlL
"TJUp 1$ TUA r.
To f.lCtO Bet. T lWER IDIS~ Ill-IIlE /<f1>O(l~
TH: 5J'e' 6CO:ET ~ ~ f'l...ACE AN Cf'e.I eo
u.mJoj ctI M; 6te' 6alA,I;iE ~ a: TH: Bet.T.
fI.EN I<ff'OeITlCN TH: !>J'e'!CO:Er OR ~ TO
FACU,ITATE M; FtlAL ~~
STRAP
TO
DETAIL
GROUND
ANCHOR
A ~. NO PORTION OF THE TIE-DOWN EXTENDING BEYOND THE
VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL
BE ABOVE THE GROUND.
e. ALL ANCHORING EOUIPT. EXPOSED TO WEA THER SHAll HAVE A
RESIST ANCE TO WEATHER DETERIORATION AT lEAST EQUAL TO
THA T PROVIDED BY A COATING OF ZINC ON STEEL OF NOT lESS
THAN 0.30 OUNCES PER sa. FOOT OF SURFACE COATED. ALL
STEEL STRAPPING SHALL BE AT lEAST 1 1I~" WIDE I( .035" THIC
TYPE 1, FINISH B, GRADE 1 STEEL. & CERT, BY A PROFESSIONAL
ENGINEER OR MCHITECT AS CONFORMING TO ASTM 03953-91
8. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH
EMBEDDED BELOW FROST LINE. AND AT LEAST '12" ABOVE .
THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTAllED
IlU::XL.E TO PROVIDE ADDEO RESISTANCE.
7. IN LIEU OF THE TlE.DOWN SYSTEM HEREIN, GOLDEN WEST HOMES
WILL ALLOW INST ALL A TION OF ANY HOME ON A' PERMANENT
FOUNDATION SYSTEM OR OTHER APPROVED TIE.DOWN OR
AL TERNA TIVE SYSTEM THAT MEETS THE DESIGN LIVE lOAD
REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. THE LOAD
CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY
A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM
USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES
LONGITUDINAL FLOOR CONSTRUCTiON.
f
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THl6 IUU DRAW TH: T\1l:) TO- __
GEnal ..wo LOO< Tal eY6TEN
MO ITs FNAL ~lTIctI.
.... .........".....,.oll...
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.
II
.IlEDOWN SYSTEM GENERAL NOTE~
1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS.
BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD
OF ANCHORAGE. AL TERNA TES TO THESE METHODS, MATERIALS.
SPACINGS. ETC... MAY BE USED PROVIDED THEY MEET THE lOAD
CAPACITY REQUIREMENTS SPeCIFIED IN NOTE 2 BELOW AND ARE
LISTED AND CERTIFIED By A PROFESSIONAL ENGINEER OR ARCH_
ITECT AND ,l,PPROVED BY THE LOCAL ENFORCEMENT AGENCY,
2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHAL
BE CAPABLE OF RESISTING AN ALLOWABLE WORKING lOAD OF
A T LEAST 3150 lBS. PLUS A 60" OVERLOAD ,14725 lBS,) WITHOU
FAILURE. ALL ANCHORING EOUIPMENT SHALL BE CERTIFIED BY A
PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY
TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL.
lA TION AND SOIL TYPE IN ,l,CCORDANCE WITH ASTM 03953_91.
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS.
SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE
ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS.
3. HORIZONTAL WIND PRESSURE, 16 PSF,
,.
B
6 DR.4WN BY:
TYPICAL
TE-DOWN
DET ALS
D. I-lOL T
R~ lOADS
20 PSF
30 PSF 40 PSF
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(6'-~' FOR 6112 ROOF)
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MATINC:i LINE eEARI~
WALLS A60YE
TYPICAL PERIMETER
5l.IF'PORTS (NOT
REQUIRED FOR
21%) P:F ROCl'S)
PERIHETER 6L0CKINCs REQUIRED
AT EACI-I SIDE a: DOOR OR OTl-lER
0PEN1NC:i5 OYER <(8' IN SIDEWALL FOR
ALL ROCl' LOADS. (SEE NOTE 3)
SUPPORT PLAN DOUBLE WIDE
NOTES:
1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN
OPENINGS AT THE MATING LINE THA TARE GREATER THAN 3',-0~.
2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FlOORPlAN
REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER"
DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS.
3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE' OF DOOR OR OTHER OPENINGS
OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS. USE 30 PSF PIER
SUPPORT TABLE.
LEGEND: .
. = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ...
:m = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE".
!II = RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO.. 2 ABOVE.
REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE.
[8] = MATING LINE BEARING WALL PIER SUPPORTS
PER "TABLE III - SUPPORTS A T MATING L1NE~ SCHEDULE.
1 = TYPICAL TIE-DOWN,~ER SHEETS S-20 &. S-21
. .;.~.- . - "-..
"".-:..:: ;;-' i
14 c ...-.- ~~"':-.:.~.'~:
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~
CITY OF PORT ANGELES
PUBLIC WORKS. - ELECTRICAL DIVISION
~21 EAST 5TH STREET. PORT ANGELES. WA 98362
J
\.
Application Number
pin number
Property Address
ASSESSOR. PARCEL. NUMBER:
Application description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
04-00001071 Date
.190665
1322.W 15TH ST
06-30-00-0-4-3326-0000-
RES MANUFACTURED HOME
2/15/05
RS7 RESDNTL SINGLE FAMILY
70000
Owner
Contractor
WILSON, DONALD
1631 WEST 5TH ST
PORT ANGELES
(360) 417~1195
Structure Information
Construction. Type
Occupancy Type
Other struct info
OWNER
WA 98363
1~20 SF MANUFACTURED HOME
TYPE VUON-RATED
SINGLE FAM& CONGREGATES
TOTAL % LOT COVERAGE.
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
18.80
1. 00
70000.00
1320.00
1320.00
1.00
~
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Permit
Additional desc
SubContractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
MOBILE HOME/NELSON
JEFF NELSON ELECTRIC
78.70 plan Check Fee
2/15/05 Valuation
8/14/05
.00
o
Qty
1.00
Unit Charge Per
78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
t
,
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.
Manufactur.ed liome must be pit set so that no more than 12"
of skirting is visable above grade.
The Fire Department has reviewed the project application and
has no comments
The proposal will result in the placement of a manufactured
home in the RSe7 zone for a total lot coverage of 19%.
Setbacks are good. No land use issues are noted.
Any modifications to the City'S electrical facilities will
be at the customer's expense.
Electrical load calculations and elctrical permits are
required.
Sanitary sewer co~nection inspection is required by
Public Works prior to back fill of ditch.
~
~
.
Other Fees
RES OVERHEAD SERVICE FEE
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
410.00
745.00
4.50
CO~1MENTS/ACTION NEEDED
ELECfRICAL PERMIT INSPE~JON RECORD
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COJlER,
. INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE I ACCEPTED COMMENTS
I YES I NO
I JHCl1
K( U I(YH-IN7 CVV~K
~hK V lCh
HINA I I I
;
GENERAL COMMENTS:
PW.II02.1' (41'96)
'(i
"Iol..;'"
CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
.121 EAST 5TH STREET. PORT ANGELES. WA 98:\62
Application Number . . . . . 04-00001071
pin number . . .190665
Page 2
Date 2/15/05
Other Fees PW WATER SYSTEM USE FEE 1025.00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 78.70 78.70 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2184.50 2184.50 .00 .00
Grand Total 2263.20 2263.20 .00 .00
COMMENTS! ACTION NEEDED
ELECfRICAL PERMIT tNSPE~JON RECORD
cALL 417-473SFOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. a' ISUNLA WFULTOC'(IVER,
, . INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. ..
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE
COMMENTS
. GENERAL COMMENTS:
PW.1I02.l5 (4196)
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CITY OF PORT ANGelES - Construction Plans
The Issuance of this permit based upon these plans. specifi.
cations and other data shall not prevent the buHding official
from thereafter requiring the correction of errors in said
plans, specifications and other data, or from preventing
bUilding oper;;tions being carried on thereunder when in
violation of all codes and ordinances of this jurisdiction.
(SECTION 303(c). niform uilding co~
Approval Date By L.
~ Lc; llC?;<- ~"-eJ,,,J
fiLE
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ELECTRICAL WORK PERMIT APPLICATION
.
')Z!: Request Inspection
, ,
A Electrical Contractor 0 Owner
o Annual Permit 0 Alarm 0 Carnival
o Commercial.')tResidential 0 Residential Mainl. 0 Signs 0 Thermostat 0 Telecom.
Installation description
~redit Card Visa Mastercard Discover
Card # .
t:tJIYN-: r~t....- -= -7'/0 ~ OV ----
Expiration Date
f d Inspection fee
o car $/,
Job wired by
'P- Electrical Contractor 0 Owner
<-;?/",f/'7 "';~~rltL-
License number
ffWf I cr!'II<P
-n- IO~
rica~na~
urchaser's mail.in~ add~s: ~.,L
7d.")'?'~~
City
S~ A/#-
TelephorUnumbcr FAX number
'-1(;0 '121f
State ZIP
C( t9t2-
premiz:;;~r's 2dcl~
Address of inspection
13?-"2. CU.
CitR--tt C0
o Cash 0 Check #
I hereby certify that I am the owner of the above named property or a licensed
electrical contractor (or the fiml's authorized agent) and am making the electrical
installation or alteration in compliance with the e1cctricallaw, Chapter 19.28 RCW.
x
~
WALLS
Insulation Only
THERMOSTAT,
CEILING
Insulation Only
D3le
Approved By
D31e
Approved By
D31e
DITCH
Approved By
Cover
Cover
D3le
Approved By
Approved By
D31e
D31e
Approved By
Service Information
Electrical Load Additions and or subtractions
o NO LOAD CHANGES
o Baseboard KW
o Furnace KW
o Heat Pump Ton LAR
o Fan-Wall KW
o Overhead Service
o Temp Service
o Underground Service
Voltage
PhaseD 1 03
Service Size:
Feeder Size:
Inspection
Date
Area, Building or Equipment Inspected
Action Taken
f
Ice
f)17UI.
IV A-t-
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;1tfr!}
;;;;(//b~
~;,-u
SERVICE
D31e
Approved By
FEEDER
D3te
Approved By
Electrical
Inspector
~
IEIIECTIRUCAIL INS~ECT~ON
WiRING RlIEPOlRll
417-4735
/JI~ c) It
ADDRESS
/3z..2- W,
APPROVED NOT APPROVED
o ................... DITCH ................... 0
o .............. ROUGH IN/COVER"" " ." " ." 0
o .................. SERVICE .................. 0
o """"." 0 ";. F:~AL ,,"" ~"" "_" "". 0
CORRECTIONS NEEDED: "7' - & TD b ,re /17 ~
'1b (....,G~ rP ~C- UNL
&<lUri/J C!u,P;J ~ @ "Ff6H'JUL
.;ftL tf1:J)V^,~t),y //V P,.f7y,,{,L
r:J) ~"
c:tC- (p m,,u ~J.d:Ai,.u.,- /'l~ ?2>
Ad:
,
\
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
- DO NOT REMOVE -
OLYMPIC PRINTERS, INC. (360) 45,2.1381
.. ...