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2024 W 14th St - Building
PREPARED 2/10/09 8 43 01 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/10/09 ADDRESS 2024 W 14TH ST SUBDIV TENANT NBR JIM PIPER CONTRACTOR PHONE OWNER JAMES STEWART PIPER JR PHONE (360) 457 8459 PARCEL 06 30 00 1 0 7605 0000 APPL NUMBER 07 00000394 RES MANUFACTURED HOME PERMIT BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLBT 01 8/08/07 JLL BLDG MFG HOME BLOCK/TIEDOWNS 8/08/07 AP 08/07/2007 04 50 PM LPANGRLE JIM 457 8459 BLOCK & TIE DOWNS 08/08/2007 04 31 PM JLIERLY BL99 01 8/08/07 JLL BLDG FINAL 8/08/07 DA 08/07/2007 04 51 PM LPANGRLE JIM 457 8459 BLDG FINAL 08/08/2007 04 31 PM JLIERLY finish skrit and deck rail etc PW99 01 6/18/08 RV PUBLIC WORKS FINAL 6/19/08 AP June 19 2008 7 04 04 AM rvess June 19 2008 7 04 47 AM rvess BL99 02 6/19/08 PB BLDG FINAL 6/19/08 DA June 19 2008 8 28 04 AM 1pangrle VICTORIA 457 8459 BLDG FINAL June 19 2008 4 28 53 PM pbarthol Skirting needs to be installed/replaced with material rated for ground contact Porch/stairs/gaurd rail need to be finished BL99 03 2/10/////09 JLL BLDG FINAL TIME 01 00 February 10 2009 8 32 12 AM 1pangrle ` JIM 457 8459 I BLDG FINAL AFTERNOON COMMENTS AND NOTES PREPARED 6/19/08 8 33 06 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/19/08 ADDRESS 2024 W 14TH ST SUBDIV TENANT NBR JIM PIPER CONTRACTOR PHONE OWNER JAMES STEWART PIPER JR PHONE (360) 457 8459 PARCEL 06 30 00 1 0 7605 0000 APPL NUMBER 07 00000394 RES MANUFACTURED HOME PERMIT BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLBT O1 8/08/07 JLL BLDG MFG HOME BLOCK/TIEDOWNS 8/08/07 AP 08/07/2007 04 50 PM LPANGRLE JIM 457 8459 BLOCK & TIE DOWNS 08/08/2007 04 31 PM JLIERLY BL99 01 8/08/07 JLL BLDG FINAL 8/08/07 DA 08/07/2007 04 51 PM LPANGRLE JIM 457 8459 BLDG FINAL 08/08/2007 04 31 PM JLIERLY finish skrit and deck rail etc PW99 01 6/18/08 RV PUBLIC WORKS FINAL 6/19/08 AP June 19 2008 7 04 04 AM rvess June 19 2008 7 04 47 AM rvess BL99 02 6/19/08 JLL BLDG FINAL June 19 2008 8 28 04 AM 1pangrle VICTORIA 457 8459 BLDG FINAL COMMENTS AND NOTES l� 4 PREPARED 8/08/07 9 24 20 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/08/07 ADDRESS 2024 W 14TH ST SUBDIV TENANT NBR JIM PIPER CONTRACTOR PHONE OWNER JAMES STEWART PIPER JR PHONE (360) 457 8459 PARCEL 06 30 00 1 0 7605 0000 APPL NUMBER 07 00000394 RES MANUFACTURED HOME PERMIT BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLBT 01 8/08/07 L BLDG MFG HOME BLOCK/TIEDOWNS 08/07/2007 04 50 PM LPANGRLE JIM 457 8459 BLOCK & TIE DOWNS BL99 01 8/08/07 BLDG FINAL 08/07/2007 04 51 PM LPANGRLE JIM 457 8459 BLDG FINAL COMMENTS AND NOTES Op pORTµC'P CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 07 00000394 Date 8/07/07 Application pin number 326492 Property Address 2024 W 14TH ST ASSESSOR PARCEL NUMBER 06 30 00 1 0 7605 0000 Tenant nbr name JIM PIPER Application type description RES MANUFACTURED HOME Subdivision Name Property Use Property Zoning RESIDENTIAL TRAILER PARK Application valuation 1150 Owner Contractor JAMES STEWART PIPER JR OWNER VICTORIA MAUREEN WILLIAMS PO BOX 2364 PORT ANGELES WA 98362 (360) 457 8459 Other struct info TOTAL t LOT COVERAGE 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 1 00 PROPOSED LOT COVERAGE 1 00 TOTAL LOT COVERAGE 1 00 NUMBER OF UNITS 1 00 Permit BL MANUFACTURED HOME Additional desc MANUF HM SET UP Permit pin number 99655 Permit Fee 230 00 Plan Check Fee 00 Issue Date 8/07/07 Valuation 1150 Expiration Date 2/03/08 Qty Unit Charge 'Per Extension BASE FEE 230 00 Fee summary Charged Paid Credited Due Permit Fee Total 230 00 230 00 00 00 Plan Check Total 00 00 00 00 Grand Total 230 00 230 00 00 00 ��4 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. C Signature of Contractor or Authorized Agent Date Signature of Owner(if(iwr6lis builderU Date T\Policies\I 102_15 building permit inspection record05 wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD _ CALL 417-4E IS FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLA61 FUL TO COVER,INSULATE OR CONCEAL ANF WOR -RErOPE c �� INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION �� KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTEll COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-FN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS �q CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR —� INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL ROUGH-rN HEAT PUMP/FURNACE/DUCTS GAS LINE FINAL DATE ACCEPTED BY. WOOD STOVE/PELLET/CHIMNEY MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS g SKIRTING 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 LIGHTDEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDTNG 417-4815 a^ 6 BUILDING T-\Policies\1102 15 building pennit inspection record05 wpd[1/4/2005] < iL - -0� :J i Li k . L-)o a C2 f - STAtEOF A1V,ASH N(;T0N1 VEHICLE UjZTIFiCATE.OF OWNERSHIP,(TITL-E) CERTIFICATE NUMBER 0712405610 LICENSE, VEHICLE!IDENTIFICATION SERIES NUMBER' NUMBER(YIN) YEAR MAKE MODEL -STYLE BODY- %16939 1455 1973 BROAM 44/14: ODOMETER SE FLEET EQUIP :FUELATE-ISUD' ETER STATUS UM�ERI 'UMBER 'TYR EXEMPT' 05/04/200T� 0000000 _U406WERED USE SCAEL4 -GRASS- 6:11 ��PF 'fITLE RIOR-71T-__LE 10 R RU CLASS- WEIGH NUMBER I _j F�- WEJ16H;TT- VEHICLE COLOR STA`fE�� MOB 00000 000000 BRO/CRM WA UjOBER 0627505101 COMMENTS 2000-2007-�1MROS BRANDS g1, L 4a eR_ SALE ' 'LEGAL-0�WNER:_Wh0i6hJg�satisfied 'Wg9n wift�pbp6rJed..Fqi1ureltq -rdJ, _ 4s f , � A '9 ret,�inmb e a�y,,ppnBlty,to:th&d6bt6i-purSU .0�TRANSFEREE1dUYEk'MUSfAOPLY;FdRTkANSFE �I-OF,OWNERSHIP:WITHIN,1S-DAYS,FROM-b `0F,6fLV9RYT -,E ALTY NF. 0 �RE61ST]tktb:bW NER- PIPth,'J'A M,ES"S'T''EWART�JR: -iAlMlIt-AS, ,X VILUAIIIII&VICT BLEGALOWAIER Ok� k; a33 z'SISM'0305', �T",X POR1rA14Git11§-WA!, N, W L QVVNER-.�HEREB-- �DATE F REGIS RED� -ASES!)' wl,iNTE��sttll\l VEHICLE'A�, IBEDA'B`OVE�l HEREBY-,RELEA81E&A INTERESTIM 4, �VEHiCL`ff,_.bIESdRIBLb VL� o X- _7� R 0GREGISTER �.SIGNATURQ_b DqT SIGNATU- E kRELIEASE5r;� IN_ 01 N: Z�'d"EIR TERES -VEF.fl DATE CLE,�X E_ SEV L �HERE .By B!--A E �I'BEb�&t t— 6LT E RESfTl I N -D �SGF� 6, :M_ Vffpx� V EHICL I GERTIFYJI- +HE:9C6MS 6F'HE'D_F'PAA'TM"E�iNT V"ICENSpf 4 Z Do EFtSA 1:00105g!��O)"AAV'41 SHOW.PERSONS!NMED HEREO ASREGIS7MRE LgwoWNE X&I .z (RECTOR DEPARTMENT ORdClihiSiNb yl!w*Ps shown bafbw:;fc;H&CKCNg), E-11 i&theACTUA iM'1lLEAGE-dfth6Jjelji6Ie NO- 'T NTH.S.', 112. is.inliXCESSOFITSME-CHANicAL LIMITS'[[, Uj >-Z �E]3.-is.NOT THE-ACTUAL,MILEAGEI�' i ODOMETER READING:(In mfles)..- -0 1,TRANSFEkEt/BUitR-uni.silicensed d"jitr'hiu's 'Date ofxrni!r� intthisTffl�' L uja :1/�wiiUarr i tren4er title Within,1115A .2w ca. athe ye�icfs dl�E?�d nereip,pas 6een sold.to thejolloMng: Z SIGNATURE QFTRANSEEREE/BUYER SIGNATURE.QFTRANSFEROR I SELLER BJ. < UMDEBMM NAME OF'TRANISFER -Y BUYER' 'E�E HANDPR 'NAME PFTRANSFEROR_/SELLER'I IX ADEiitSB6F �iiEE BUYER OF TRANS�FEI ADDRESS OF. TRANSFEROR SELLER erg �FEDERAL REGULATION AND STATE LAW REQUIRtIHATYOU STATE THE MILEAGE IN CONNECTION WITH THETRANSFER OF OWNERSHIP FAILURE TO;COMPLETE ODOMETER STATEMENT OR PROVIDING A FALSE STATEMENT MAY RESULTIN FINE SANDIOR IMPRISONMENT. Gt If you are the buyer- You must apply for a new Certificate of Ownership(Title)within 15 calendar days of acquiring the vehicle. Take the signed title to youl lo,_al vehicle licensing office and pay the appropriate fees and taxes. You must also complete an application for Certificate of Ownership. It is available on our ebsite at www.dol.wa.gov or from your local vehicle licensing office. If you do not transfer ownership vithir 13 calendar days,there is a penaliy fee. 0% ,.G. FOR OFFICIAL USE O LY BUILDING PERMIT - APPLICATION Date Rec. O tYW_ :-�:�_:�' Permits o��- 39s>< Fill out COMPLETELY and in INK.four application and site lain MUST BE � P P Date Approved: �'' COMPLETE to be accepted for review If,you have any questions,call jz PERMITS (360)417-4815 FAX(360)417-4711 Date Issued: l- NU l renA Sei- �inls hams � (o$3 - GOS0 i�,e,N y �1.�qa°� Applicant or Agent: l irc�. �t t R MAc its tj i At w S Phone: Owner- Phone. S-CL jm! Address 1,0`1q40f City �[� t R a L.Z S Zip Architect/EnginPhone: $\ Contractor State License# Exp Phone: Address City Zip '1 _ PROJECT ADDRESS 2 2� / ZONING / \1' LEGAL DESCI.ZIPTION .Lot: Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. SIZE/VALUATION o-Residential &New Constr ❑ Re-roof ❑ Stove SF @$ /SF =$ ❑ Multi-family ❑ Addition ❑ Move❑ Garage SF @$ /SF =$ ❑ Commercial ❑ Remodel ❑ Demolition ❑ Deck SF @S /SF =$ ❑ Repair ❑ Sign ❑ Other TOTAL VALUATION $ 1 I So -- BRIEF DESCRIPTION OF THE PROJECT —A,,r Zu�O /zl X za COMMERCIAL/RESIDENTLAL. Occupancy Group Occupant Load. Construction Type: No. of Stones: Lot Size: Existing Sq.Ft. &Proposed Sq Ft. =TOTAL Sq Ft. Total lot coverage % r, r PLANNING USE ONLY APPROVALS PLAN BLDG DPWU ESA/Wetland(s) ❑Yes❑No SEPA Checklist required? ❑ Yes 1:1No Other- FIRE OTHER. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no 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 R105.3.2 of the International Building/Residential Code,2003). No application can be extended more than once. i hereby certify that 1 have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. TAFORMS\BIdgPermitform.wpd Applic 'i Date:1'?5�!SS M171 ;.i, o. r .4M-" 01 / § �� �a �µ-.q, `v,Y �, !^� � x✓ 7^' / / ire f �,��" ��,�,.✓ � 4,;'� 1 ,��' � :,�. 's ., •g. '`� �' `" '$".`u' ;,� ,�" � / �r�'' tip`',./ K i" 41 1 �y �!°' We Fix «c �f' a .'J •# " \ ` / J t �► a � •;,�' = «� � �.`a t � �� � � fir-. y-�,°• ',. r \ �. .�} •,�: R'� A ,�. ��, �a",r'�� '•� tri, .�,a ro 3� /,,,6 .� �.,"• . e� � �� s�. ,:�Y `�*''��' .. :���r � °rhti `�\, l/frj °U '`.,.' rr/ �r'�.�ti`" •g, JAN-24-07 WED 15 57 NU TREND ENT 206 683 2590 P 01 A Date NJ, � ?,�4tAo lu� ©V- 1 eve,` 4' - s yyl Aog 54 N ok , 3, M av�l 4n.e min� G`}v red, mm �'ar1< P� o wh e4-/o vP"fit ��4 � V--el bec'gea-- 0-� IsC' co-7 e - C4 mP S S 2--f-o COO` me- A i S I h� . We- AeA!��j P 1 ahs ® w h& - Lias Aocue -FT-o � c t,t2'�s � �;K rte' Ccs 6e� torr a FOR OFFICIAL USE ONLY r!. BUILDING PERMIT - APPLICATION Date Rec..O8_oR-06 7-- 1C= e� Permit # Fill out COMPLETELY and in Il`TK Your application and site plan MUST BE Date Approved: =�6 COMPLETE to be accepted for review If you have any questions,call ate Issued. PERMITS(360)417-4815 FAK(360)417-4711 Applicant ornAgent: Phone Owner• S�� Phone• Address. c — City. Zip �3 Pho Architect/Engineer- / e�• State License# / � ��7X-p' �� Phone Contractor Address ��/� -city- 0-4 ity Zip PROJECT ADDRESS `�-�-i1 r" `� �� ZONING LEGAL DESCRIPTION Lot: Block: Subdivisio _ fZ44D—os to R - V-0 CLALLAM COUNTY PARCEL NUMBER. —00`M'-(j0 TYPE OF WORK. SIZE/VALUATIONgo =$ 7 Residential ❑ ❑ Stove New Constr. ❑ Re-roof SF @$ /SF ❑ Multi-family ❑ Addition ❑ Move❑ Garage SF @$ /SF =$ ❑ Commercial 11 Remodel 13 Demolition El Deck SF @$ ❑ Repair ❑ Sign 11 Other of TOTAL VALUATION $ ;BRNIEF G�G� N PROJEC yTIO Load. Construction Type: \ COMMERCIAL/RESIDENTIAL. Occupancy Group. Occupant q• No.of Stones._ Lot Size: ExistingS Ft. &Proposed Sq.Ft. =TOTAL Sq Ft. � Total lot coverage % ti APPROVALS. f PLANNING USE ONLY PLAN BLDG DPWU FIRE. ESA/Wetland(s)- ❑Yes❑No SEPA Checklist required? ❑ Yes❑ No Other: OTHER. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. t be submitted at the time the building permit application and construction plans are PLAN CHECK FEE.IF a plan check fee is due it mus submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEWthe will If no permit is issued within 180 days of the date of application, pp • 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 R105.3.2 of the International Building/Residential Code,2003). No application can be extended more than once. I hereby certify that I have read and examined this ap lication and know the same to be true and correct. 1 am authorized to apply for this permit and understand that it is my r 7ity to determine what permits are required,not the City's, and that I must obtain such permits prior to work. e, J� Date: T-WORMS\131dgPermitAppl.wpd Applica ._ dew"' CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 121 FAST 5TH STREET PORT ANGELES WA 98;362 L� Application Number 07 00000415 Date 5/14/07 Application pin number 404480 Property Address 2024 W 14TH ST ASSESSOR PARCEL NUMBER 06 30 00 1 0 7605 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL TRAILER PARK Application valuation 0 Owner Contractor PIPER JIM ELECTRIC SERVICE 2024 W 14TH ST 82 DRAPER RD PORT ANGELES WA 98363 PORT ANGELES WA 98362 (360) 461 3832 (360) 452 6424 Permit ELECTRICAL NEW RESIDENTIAL Additional desc SEQ EL / 200A MOBILE Permit pin number 99945 Sub Contractor SEQUIM ELECTRIC \ _ Permit Fee 75 00 Plan Check Fee 00 0 Issue Date 5/14/07 Valuation 0 Expiration Date 11/10/07 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL RM 0 200 IST SRV FEEDER 75 00 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 00 75 00 00 00 1� �v7 \ 1 COMMLNTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENITs YES NO DITCH SERVICE FINAL v GENERAL COMMENTS: Pvv-uoz.ts vagal JAN-24-07 WED 15 57 NU TREND ENT 206 683 2590 P 01 subject- u Date- Ll 7� .t• (1l .(i�.L. ;»! i ,f?�'i,�QtiTvr: r'• !y �('•»W.Yaw .Y ,r'flQ•A •1 { i. N61is G�ee�� nxm ' 1vuv z 4 C('mnkUnCaV.y All FlWI,[lmerva 1. 4.roL4maeY.nm PLuI'ad,.M:xwh r� The City of Port Angeles Building Division. . Upon reviewing your application and plans submitted for a Manufactured Home; the following are some of the items that will need to be taken in to consideration. " 1 Property , , Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. fj Manufactured homes. "Wains"installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application.Foundations are required to be pit set with 12"maximum and 6"minimum reveal on foundation.Blocking and tie down inspection is required Wood framed skirting,framing shall be 2"x 6"treated wood with%" anchor bolts w/3"x 3"x 1/4" washer at 6'-0"OC and within 12"of P T sill ends.Stud pacing shall be 16"OC. 15/32"min thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal (max unbalanced back fill at 18"in height).Face grain across studs. Skirting,foundation crawl space and ventilation are required per WAC 296-150M-0610 (1)(d) section 1 through 3. 1 Skirting must be made of approved material by the building division.Metal fasteners must be of hot dip zinc-galv /stainless steel or other corrosive resistant materials.Ferrous metal members in contact with earth,except those made of galvanized or stainless steel,must be coated with asphaltic emulsion.Skirting must not trap water between the skirting and siding or trim.All skirting must be recessed behind the siding or trim. 2. The ventilation required is one(1)sf.Per 150 sf.of crawl space. 3. Access to under floor area to be a min.18"x 24"and positioned so that all areas under manufactured home are available for inspection.Access opening must be covered and that cover must be made of metal,pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6"slope in 10'-0"away from the foundation.Footing/downspout drains(if required)to be directed to a drywell or other approved locations. 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 tied into the smoke detector,approved by the Fire department may be required. A final inspection is required to be approved before occupancy cP%TOcWrPCST ANGELES—Construction Tatars The Issuance of this permit based upon these plans,specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventin; building operation-s being carried on thereunder when in violation of ail codes and ordinances of this jurisdiction. 7 �� val Date �. (c) J 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" 1/05 0j.pORrgA; .s FOR OFFICIAL USE ONLY � �'►,� BUILDING PERMIT - APPLICATION DateRec.:O ——d Permit#: C� Fill out COMPLETELY and in INK.Your application and site plan MUST BE Date Approved: A16 COMPLETE to be accepted for review If you have any questions,call ate Issued. PERMITS(360)417-4815 FAX(360)4174711 Phone. Applicant.or..Agent: _. Owner- 5041 u� Phone- Cit, Address lc�" — Zip 3 Pho e Architect/Engineer- 7 � 7� xp . f( ,y v x /'+D Phone Contractor J -� State License# , Z_ �y/3 D City zip Address. - PROJECT ADDRESS ac7 � `y�s� � ZONING LEGAL DESCRIPTION Lot: Block: Subdivision CLALLAM COUNTY PARCEL NUMBER. ' ✓�� f SV TYPE OF WORK. SIZE/VALUATION /SF =$ W 91 Residential ❑ New Constr 1:1 ❑ Stove SF @$Re-roof /SF =$ ❑ Multi-family ❑ Addition ❑ Move❑ Garage SF @$ /SF =$ ❑ Commercial 11 Remodel ❑ Demolition ❑ Deck TOTAL VALUATION $ ❑ Repair ❑ Sign ❑ Other HE PROJEC � COM MERCIAL/RESIDENTIAL. Occupancy Group: Occupant Load. Construction Type: No of Stones:_ Lot Size: Existing Sq.Ft. &Proposed Sq.Ft. =TOTAL Sq.Ft. Total lot coverage % APPROVALS. PLANNING USE ONLY PLAN BLDG °l• DPWU .i FIRE. ESA/Wetland(s)- ❑Yes❑No SEPA Checklist required? ❑ Yes❑ No Other- OTHER. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. fee is due it must be submitted at the time the building permit application and construction plans are PLAN CHECK FEE.IF a plan check submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no 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 R105.3.2 of the International Building/Residential Code,2003) No application can be extended more than once. rrect I am 1 hereby certify that 1 have read and examined this application to detend rmine what pe same ermits are be true reguirnd oed not the City's,rand that i apply for this permit and understand that it is my rized to Y must obtain such permits prior to work." r ^� A hca Date: T•\FORMS\B1dgPermitAppl.wpd pp CI ®R y i. StitlVleithaid` lid r �l�t#ima�e�l.oa;d_ .r z,` Capacajr s: . -Zone . :�;..�'-.•; aflne� 6 -0 (l� —6" aj Single Strap 4725 lbs. 11 -0 2 a2 W-6'2 4725 lbs.' 11 -00 6'-0 4 uw double Strap . _ 72 _.. M 1 Urdess tistedllabeleal'.fora-higher eapaclh►by the anchor manufacturer -- 2 Unless a greater spm"is ed by the anchor manufacturer .All homes ks;ated-in Wind Zones t and Ill shall have a vertical tie ,i. 2 maximum see see chart 2-foot .ti maximum � I -------------------- -------------------- Frame!-beam ————— ----------------------'------------------------- ----------------- / Anchor ----------------------- 7--{-------------------/-------!}--------'J---- r' x. r . . Table 31 — General Description of Soils All owable Pressure (pouer square foot) W-1 Type -gam allowamade for overburden Based ors the unified ssihcataon pressure, ement d+�pth, vomer table R syste4n bei ement roblerns 00 find tr Fiot or-bard an 9000- Sand ravel and ravel 1,� Sand, silty sand, clayey sand, silty w vet or da raves 7 000 ;lay, sandy day, silk day,or clayey s� Special is isre HiredUncom acted fillris re hired R ' Peat or anis claFS NOTE — of the site; when none of the following is available: mils d professional and analyses i �° only building code, and evaluation by a 7egistered professional engineer, architect, or . �arme w ,the �a1 tuuvtft offipal. sl�ail refier to a registered professional engineer or architect. 2 Hereafter,the words'engineer"or`ar tech NCSBCS/ANSI A225.1 are not available. 4.2.2 Placement in freezing climates 4.1.5.3 Perimeter blocking 4.2.2.1 Conventional footings Place piers on-both sides of side wall exterior In areas subject to ground frost heave, place doors and any other side wall openings greater footings below the frost line Consult local than 4 feet (such as entry and sliding glass authorities to determine the depth of the frost doors); under porch posts, fireplaces, and wood line In the absence of a local code, use the stoves; and under the locations where heavy frost penetration map provided in figure 4-4 as pieces of furniture, such as pianos, organs a guide. waterbeds, etc. are expected to be placed. 4.2.2.2 Floating slab systems 4.2 Footings When properly designed by a registered Footings shall be placed a minimum of 4 inches professional engineer a "floating slab system" below grade in undisturbed soil. Support every may be used above the frost line. The design pier with a properly designed footing (see shall accommodate the anchorage 4.2.1 1). requirements identified in 5 4.2.1 ,acceptable types of footings 4.2.2.3 Insulated foundations 4.2.1 1 Concrete Footings may also be placed above the frost line when the home is provided with a perimeter Footings may consist of precast or foundation or skirting having insulation poured-in-place concrete pads, slabs or properties sufficient to prevent freezing of the ribbons at least 3 112-inches thick, with a 28-day soil under or adjacent to every load-bearing compressive strength of at least 3,000 pounds component of the foundation and acceptable per square inch. for this purpose to the authority having jurisdiction. Useful design guidelines may be 4.2.1.2 Pressure-treated permanent wood found in the references found in Annex F Insulation systems should be compatible with Two layers of nominal 2-inch thick the requirement to cross-ventilate the entire pressure-treated wood having 0.60 retention in space under the home accordance with AWPA C22 Standard, with the long dimensions of the second layer placed 4.2.3 Proper sizing of footings perpendicular to that of the first, may also be used Proper sizing of footings depends upon the load-carrying capacity of both the piers and the 4.21.3 Other materials soil See table 4-3 for recommended footing sizes. Other materials approved for footings may be used when approved by local authorities if they 4.3 Permanent foundations provide equal load-bearing capacity and resistance to decay Examples include: Check local building codes and regulations and consult a registered engineer when the home is — 1/2 inch maximum crushed stone, to be sited on a permanent foundation (such as — 3/8 inch or 314 inch graduated gravel; a full basement, crawl space or load-bearing — coarse sand, with grains no smaller than perimeter foundation) To obtain a permanent 1/16 inch, placed so it provides a soil-bearing foundation design that meets most local codes, capacity of at least 3,000 pounds per square write to the manufacturer of the home Useful foot. ideas and _design guidelines can also be found in reference publications, such as those listed in Annex F 8 — — — T, I \f Frame support Main bears Front(hitch) I --- -- --- - ---- - - - - -- - - - - -- - � - - - -- - Exterior door of home Required perimeter Exterior wall- support(see note 4) — line of home Figure 4-2-TYPical blocking diagram for single-section horse when manufacturer's instructions are not available Note(applies to both figures 4-2 and 4-3) — 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 shalt tre looted at a maximurn of 2 feet from both ends. 4 Place piers on both sides of entry doors and at any other openings greater than 4 feet in width.such as patio or atrium doors;under porch posts,fireplaces,and wood stoves;and under those places where heavy pieces of furniture such as pianos,organs,waterbeds, etc. maybe placed. Pierslsupports shall be sized Required perimeter according to table 4.2 or calcu- support (see note 4) fated by a design professional and located under the bearing points of Patio door clear-span openings in center t i mating walls � _ -- ----- �--;- - - --� - - -- ; - - - - I ( I 1 I I 1 } 1 1 I I { 1 � — — --f - - - - 7 — - -,- - --rte- 1 _ L_ -1-- I-- - - -t - - - - 1 - -- -- I-- -- - -�-'--i Slide-out fireplace ` Exterior door of home :J -- -- � I Exterior wall- Required perimeter ��' tine of home �1 support(see note 4) Figure 4-3--Typical blocking diagram for multisection home when manufacturer's installation Instructions are not available t Table 4-2 — Minimum Pier Capacity Multisection meter-Beam Blocking A I.- Roof Live Section Load Pier Load and Minimum Pier Capacity (Pounds) Width (pounds P (feet) per square t000 Mating Wall Opening (feet) 5 10 15 20 25 30 35 8 20 600 1200 1800 2400 3000 3600 4200 30 800 1600 2400 3200 4000 4800 5600 40 1000 2000 3000 4000 5000 5000 7000 a 10 20 800 1500 2300 3000 3800 4500 5300 .w . 30 1000 2000 3000 4000 5000 6000 7000 40 1300 2500 3800 5000 6300 7500 8800 12 20 900 1800 2600 3500 4400 5300 6100 30 1200 2300 3500 4700 5800 7000 8200 40 1500 2900 4400 5800 7300 8800 10200 14 20 1000 2000 3000 4100 5100 6100 7100 30 1400 2700 4100 5400 6800 8100 9500 40 1700 3400 5100 6800 8400 10100 11800 ;. 16 20 1200 2300 3500 4700 5800 7000 8100 30 1600 3100 4700 6200 7800 9300 10900 : 40 1900 3800 5800 7500 9700 11600 13600 N X_ AMPLE: 14-foot section width 30-pounds-per-square-foot roof five load 18-foot-wide mating-wall opening o[low down the 'Section Width' column to "14 feet." Follow across to "30 pounds per square foot' psf) in the "Roof Live Load" column. Since the mating wall opening is 18 feet wide, follow across to e column headed "20" (For any opening width that is not shown, use the next highest number on e chart.) The required pier capacity is 5,400 pounds. i Y Frame Plus Perimeter Blocking (Both Frame and Perimeter Blocking Required) Roof Minimum Pier Capacity(pounds) Section Live Pier Width Load Location (feet) (pounds per square foot) Maximum Pier Spacing (feet) 4 6 8 10 8 20 Frame 900 1300 1800 2200 Perimeter 600 800 1100 1400 30 Frame 900 1300 1800 2200 Perimeter 700 1100 1400 1800 40 Frame 900 1300 1800 2200 Perimeter 900 1300 1800 2200 10 20 Frame 1100 1700 2200 2800 Perimeter 700 1100 1400 1800 30 Frame 1100 1700 2200 2800 Perimeter 900 1400 1800 2300 40 Frame 1100 1700 2200 2800 Perimeter 1100 1700 2200 2800 12 20 Frame 1300 1900 2600 3200 Perimeter 800 1200 1600 2000 30 Frame 1300 1900 2600 3200 Perimeter 1100 1600 2100 2600 40 Frame 1300 1900 2600 3200 Perimeter 1300 1900 2600 3200 14 20 Frame 1500 2200 3000 3700 Perimeter 900 1400 1900 2400 30 Frame 1500 2200 3000 3700 Perimeter 1200 1800 2400 3000 40 Frame 1500 2200 3000 3700 Perimeter 1500 2200 3000 3700 16 20 Frame 1700 2600 3400 4300 Perimeter 1100 1600 2200 2700 30 Frame 1700 2600 3400 4300 Perimeter 1400 2100 2800 3500 40 Frame 1700 2600 3400 4300 Perimeter 1700 2600 3400 4300 18 20 Frame 1,900 2900 3900 4800 Perimeter 1200 1800 2500 3100 30 Frame 1900 2900 3900 4800 Perimeter 1600 2400 3200 1 3900 40 Frame 1900 2900 3900 4800 Perimeter 1900 2900 3900 4800 RIN Multisecuon Single-section DO- Grown and grade the site to slope away from the home and cover it with 6-mil-thick polyethylene sheeting or the equivalent. DONT Grade the site so that water collects beneath the home 1Ficgure 3-2--Elimination of water beneath the home W. �3 �OD�(F�I) 11 Q3 TIE UO�N I; GiEEEING �I" Ti�1Q 3�9 Q4Qi P I1�5 a t Cross Drive Rock Anchor - MRA Strap Suckle - MBU . Engineered for In5tailation Into 6011d rock wittun 1 in_ from bottom of the anchor Kase Exact alignment is achieved with Thread T' length Of the swivel tensioning head. frame tie Strap through * Drill 518" diarnaler hole 5-112' dee9 in comer of anchor strap buckle a5 shown. la;;aller Inslin pilar stud inic hola. itleit3, thread long and of strap kittwasn fmrne and •Drill two V44 diameter holes into the rock at 45' angles, floor of herne Bring strap using the anchor hoad as a locating guide through buckle aS shown A Place rod through top and In MOW and Mien to corresponding bottom wab 1131198 anchor head_ and into 45' We. Drive rod Into rock.Rol must be driven into rock a Diagram shows strap in at least sm,d of it's length to position around frame and uhicve minimum allowable ., pullout resistance Repeat using '`� through buckle. !t is 2nd rod � �� Important to remove ail slack from system. Maximum pullout resistance Is .. developed when ground surface Is r Cr sold rock maximum distance iron►lovast edge Of anchor flange s (, ►, '�' X®Pi ate Anchor to ruck 5urfec8 i1i 1 Irl. X-Place for Soil Class Z � 2-23132"x 30" rods InClud90. Part 59116 JAN 2 4 244 t>ihihCO yvtr '� r, r, .w. r .r r w. ub 911 rwr Yw J rr�unr0amp .r W07 ORTF I� -r"- TSaamFmma Frame Tie to Anchor �+r ~rrvhlO aMgie a'+"inio 40°run ed.0tianar °ti �rnn,r alsrty�(haat)mart bs aer�chrd to 9 the angle of the frame tie connection the o o►te keens of l+dlc*W ky me iottsd lime. ° vrvussd , is greater than 45° (as Indicated by the dotted line Illustration below) an addi- F s�Nzw Pirrs e,urs be M01AHed uM sit fiv ws 711fs. tions!frame tie must be attached to the (er elozs+sare Method Of Mtabtung Cround ansow) opposite 7'boam frame member hexa F;r0p1ft'481ehnrr ivy Mart Cssnsf 47tJM urtr, rhe Sell Tdeir Pt b&. cY ELECTRICAL WORK PERMITAPPLICATICO §�sr Installation description Job wired by Electrical Contractor ❑Owner ❑ Commercial Residential Electrical contractor n�me1 License number _ Date Expires SA ou :m Y/CGT SCPuI E d c/53�z 6_g U�New ❑Altered/Addition Purcha is mailing address &2 9'y 0/6t p1gr4,o 'c /1w City V State ZIP - S�1 it- wp yBd�z Telephone number FAX number t 360- 6&7-379Y 360 - 691-37FY Premises owner's name 3 r Address of inspection X02y w - I�/ Sf Cit rr /'�©R7` /)N6G/e.S 3& 't` �t 15 5 0 C, Pbone number to schedul inspection: o - 6? z Owner as defined by RCW.19.28.261:(1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. ❑ Cash Atter reading the above statement, I hereby certify that I am the owner of the above , named property or a licensed electrical contractor. 1 am making the electrical instal- I 'credit Card Visa terCdr Discover lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter ,,pp 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Card# __ ©-- le _ Utility Specifications. Signature of wrier, elec[r' a co tractor or electrical administrator Expiration Date Inspection fee x oSl Date: N —/9 —o7 ofcard $ /- r Electrics cad Addition d or subtractions Service Information ❑ NO L AD CHANGES ❑ Baseboard _KW Voltage_Alpgo! K O ❑ Furnace _KW ❑ Overhead Service Phase 40,1 ❑ 3 ❑ Heat Pump _Ton_LAR ❑ Temp Service Service Size: _CO ❑ Fan-Wall _KW ❑ Underground Service Feeder Size: zoo SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN THERMOSTAT SERVICE Date Approved By Date Approved By Dale Approved By FINAL DITCH FEEDER D t AOproved Uy EUale Approved By Dale Approved By Inspection Area,Buildingor Equipment Ins Inspected Electrical Date P Action Taken Inspector APR 19207 LIGHT DEI T.