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Home My WebLink About1140 Craig Ave - BuildingElectrical Permit 1140 Craig Ave 12 -1392 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE 1 0124 ROUGH -IN FINAL t)/ Q COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Mast replacement Owner DEPAOLO, CHRIS J /TERILYN 1140 CRAIG AVE PORT ANGELES (360) 417 -9170 Permit Additional desc Permit Fee Issue Date Expiration Date Permit Fee Total Plan Check Total Grand Total WA 98362 Fee summary Charged 120.00 10/22/12 4/20/13 120.00 .00 120.00 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 12- 00001392 581504 1140 CRAIG AVE 06-30-14-5-4- 0407 -0000- ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor ELECTRICAL ALTER RESIDENTIAL Qty Unit Charge Per 1.00 120.0000 ECH EL -0 -200 SRV FEEDER Paid Credited Due 120.00 .00 120.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Plan Check Fee Valuation Date 10/22/12 EXTRA MILE TECH ELECT., LLC 418 N. RACE ST. PORT ANGELES WA 98362 (360) 457 -0198 .00 .00 .00 .00 .00 .00 .00 0 Extension 120.00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING CITY 01? PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Filth Street P.O. Boa 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax (360) 417 -4711 Date: /O -/9 -l2- Owner Information A A Name C I� 4)- 7-0..A.0-9, I l lg n.v i o Mailing Address:, i/41( G' 94-i/e. City: p j- State 7,p: —.1114.L.2-____ Phone: 4/7 -0 Fax: License /Exp r 1,7 vOkr 1. t� C:l �L� t` Sw, OCT 1 ELECTRICAL 1 2 Single Family Dwelling 1NSPECTION3 Plan Review May Be Required, Please Complete lectrical Plan Review Information Sheet Job Address: f 4�� treln 1 dr}fl Building Square Footage: Description of above i2 L, lr�r z l w.. a 1„A p tJ ,`,Coot)- rJ ✓-eat kec S'a ,1 iir c e Contractor Information Name: 4-r..4/4-ii lE red, 8. Mailing Address: 4 4 I 11/43 I r S City: P K State: 4 F1- Zip: 4S?? Phone: 4 4S 7 -5 2 Fax: /t License Exp. G Item eder Unit Charge Qty Total (Qty Multiplied by Unit Charge) ServiceJFeeder201 -400 •i 1 U Service/Feeder 401-600 Amp 205.00 Service/Feeder 601-1000 Amp. 262.00 Service/Feeder over 1000 Amp. 373.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 63.00 Each Additional Branch Circuit 5.00 Branch Circuits 1-4 75.00 Temp. Service/ Feeder 200 Amp. 93.00 Temp. Service/Feeder 201 Amp. 110.00 Temp. Service/Feeder 401-600 Amp. $149.00 Temp. Service/Feeder 601 -1000 Amp 168.00 Portal to Portal Hourly 96.00 Signal Circuit/ limited Energy -1 2 Family Dwelling 64.00 Manufactured Home Connection 120.00 Renewable Electrical Energy 5KVA System or Less 102.00 Themrostat 56.00 Note: $5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square FL $120.00 Each Additional 500 Square FL or Portion of 40.00 Each Oulbudding or Detached Garage 74.00 Each Swimming Post or Hot Tub $110.00 -T v Total 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. Permit expires after six months of last inspection. After reading the above statement, l hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, etectitcat contractor or electrical administrator: Cash Cheek PREPARED 4/01/08 9 00 10 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/01/08 ADDRESS 1140 CRAIG AVE SUBDIV TENANT NBR CHRIS DEPAOLO CONTRACTOR PHONE OWNER DEPAOLO CHRIS J /TERILYN PHONE (360) 417 9170 PARCEL 06 30 14 5 4 0407 0000 APPL NUMBER 06 00000264 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/28/06 JLL BLDG FOUNDATION FOOTING TIME 13 00 7/28/06 AP HOWARD 477 5741 07/27/2006 04 52 PM DYASUMUR 07/28/2006 03 39 PM JLIERLY BAIR_01 12106/06 JLL HLDG_AIR SEAL TIME. 13.00 12/06/06 AP chris 417 9170 12/05/2006 03 03 PM DYASUMUR 12/05/2006 04 54 PM DYASUMUR 12/06/2006 04 06 PM JLIERLY BL3 01 12/06/06 JLL BLDG FRAMING TIME 13 00 12/06/06 AP 12/05/2006 03 03 PM DYASUMUR 12/05/2006 04 53 PM DYASUMUR 12/06/2006 04 06 PM JLIERLY BLI 01 12/19/06 JLL BLDG INSULATION TIME 13 00 12/19/06 AP CHRIS 417 9170 12/15/2006 04 23 PM PERMITS 12/19/2006 08 55 AM PBARTHOL 12/19/2006 04 20 PM JLIERLY BL99 01 4/01/08 LDG FINAL April 1 2008 8 39 02 AM 1pangrle CHRIS 417 9170 OR 460 5428 BLDG FINAL AFTERNOON COMMENTS AND NOTES //Y0 C4 Pnv-i u41 ev1ldItl j,5i C h e i% ft• vi4 t rirz_ citc ot-i‘) c),2)f- Ex-vvad.4 t 1� O -0(-o$ PREPARED 12/19/06 10 49 56 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/19/06 ADDRESS 1140 CRAIG AVE SUBDIV TENANT NBR CHRIS DEPAOLO CONTRACTOR PHONE OWNER DEPAOLO CHRIS J /TERILYN PHONE (360) 417 9170 PARCEL 06 30 14 5 4 0407 0000 APPL NUMBER 06 00000264 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/28/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/28/06 AP HOWARD 477 5741 07/27/2006 04 52 PM DYASUMUR 07/28/2006 03 39 PM JLIERLY BAIR 01 12/06/06 JLL BUILDING AIR SEAL TIME 13 00 12/06/06 AP Chris 417 9170 12/05/2006 03 03 PM DYASUMUR 12/05/2006 04 54 PM DYASUMUR 12/06/2006 04 06 PM JLIERLY BL3 01 12/06/06 JLL BUILDING FRAMING TIME 13 00 12/06/06 AP 12/05/2006 03 03 PM DYASUMUR 12/05/2006 04 53 PM DYASUMUR 12/06/2006 04 06 PM JLIERLY BLI 01 12/19/06 JLL BUILDING INSULATION TIME 13 00 CHRIS 417 9170 12/15/2006 04 23 PM PERMITS 12/19/2006 08 55 AM PBARTHOL COMMENTS AND NOTES PREPARED 12/06/06 10 03 31 CITY OF PORT ANGELES ADDRESS 1140 CRAIG AVE TENANT NBR CHRIS DEPAOLO CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ BL1 01 BPR 00 BUILDING PERMIT REQUESTED INSP COMPLETED RESULT BAFR -01 12//6106 BL3 01 12/06/06 DEPAOLO CHRIS J /TERILYN 06 30 14 5 4 0407 0000 06 00000264 RES ADDITION 7/28/06 JLL 7/28/06 AP RESIDENTIAL DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES L LIERLY SUBDIV PAGE 2 DATE 12/06/06 COMMENTS AND NOTES PHONE PHONE (360) 417 9170 BUILDING FOUNDATION FOOTING TIME 13 00 HOWARD 477 5741 07/27/2006 04 52 PM DYASUMUR 07/28/2006 03 39 PM JLIERLY PiTILDING__AIR_SEAL TIME 13_0.0 chris 417 9170 12/05/2006 03 03 PM DYASUMUR 12/05/2006 04 54 PM DYASUMUR BUILDING FRAMING TIME 13 00 12/05/2006 03 03 PM DYASUMUR 12/05/2006 04 53 PM DYASUMUR Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner DEPAOLO CHRIS J /TERILYN 1140 CRAIG AVE PORT ANGELES WA 98362 (360) 417 9170 Other struct info Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date Qty Unit Charge Per Extension 1 00 73 0000 EC�H EL R SQFT FIRST 1300 73 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments rzS9 F.ESDNTL SINGLE FA`4ILY 05/25/2006 01 09 PM SROBERDS The proposal is an addition which requires a conditional use permit for an accessory residential tinit as well in the RS'9 zone CUP 06 03 was approved 5/24/06 for the ARU Rear property line MUST be a minimum of 25 setback Electrical load calculations and elctrical permits are required Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total RS9 RESDNTL SINGLE FAMILY 38135 Contractor OWNER CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 06 00000264 478016 1140..CRAIG AVE' 06 30 14 5 4 0407 0000' CHRIS DEPAOLO RES ADDITION TOTAL LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS ELECTRICAL NEW RESIDENTIAL EXTRA MILE ADP I TION R 91116 EXTRA MILE TECH ELECT LLC 73 00 Plan Check Fee 11/27/06 Valuation 5/26/.07 STATE SURCHARGE ,%r r{, t n And elctrical' Przm Date 11/27/06 18 90 2 00 1464 00 9200 00 926 00 2390 00 1 00 4 50 Charged Paid L� Credited Due c 2 Co 73 OrP*1nOSE:131 :6 COVEIZA'GE`io _q 00 I 00V`P .GE 00 00 4 50 4 50 00 00 77 50 77 50 00 00 00 0 COMMENTS /ACTION NEEDED C ,PCr 110 INSPECTION TYPE DATE ACCEPTED COMMAS YES I NO DITCH ROUGH -IN COVER /a 5 ,tom SERVICE Eyp/ /e 1 /9 rr FINAL I 1 1 ELEI:,TRICAL PERMIT INSPECTION RECORD C(LL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVED INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE GENERAL COMMENTS: PW -H HO2.IS [4/961 NOV -20 -2006 10 39 AM E le,etrical Contractor 0 Owner ft.. 0 O Anival Permit O Alarm O Canlval D Commercial Job wired by 14 Electrical Contractor Electiical contractor nal e License number d 4-c&1— r4 C 1-e.� c_ �a�c'�. yr B Pia sr City Stab. ZIP 6 1..-' ArPVCrat4 6 v3 Telephone number FAX number Perch ?scr s mailing address E JANSSEN 3 -45 -T.222. ?Igo y 5' T r` o Pren ices owner's name r ci-T-cAkt, �p c L4 Adddels of Inspection cuy' ,e A,It4 Cash D Check 1 herby certify that 1 am the owner of the above named property or a licensed elseqieal contractor (or the firm's au torired agent) and am making the electrical Credit aril Sit Mastercard Discover installation or alteration in compliance with the electrical law, Chapter 1 RC'W Card (sigfteture of ner electrical co, rector or electrical administrator LxpITillion Dale of card nab Ape wed by Inspection Date -2 -a 6 WALLS Insulation Only Cover Appro ed ay J E1!ael Additions and or U NO LOAD CHANGES O Baseboard KW Cl Furnace KW U Heat Pump Ton LAB Fah -Wall iU KW 7- 1.' c Anphed By subtragtlons CEILING Insnlnirnn Onl Mut Cuver ELECTRICAL WORK PERMIT APPLICATION Request Inspection ljif Residential Residential Malnt. Signs Gl Thermostat 0 Telecom. 0 Owner Installation description Arm, Building or Lyuipmcnt Inspected THERMOSTAT Dole Approved Hy DITCH 360 452 2982 P 01 Dal. Anpmved Hy J Service Information Voltage /z-4 0 'BS Overhead Service Phaoe Q1 1 0 3 U Temp Service Service Size: ,001- O Underground Service Fender Size y �o Action Taken Inspection fee 73 0 SERVICE Data Appre•ed By FEEDER Mali y Electrical Inspector 1 PREPARED 7/28/06 10 59 20 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/28/06 ADDRESS 1140 CRAIG AVE SUBDIV TENANT NBR CHRIS DEPAOLO CONTRACTOR PHONE OWNER DEPAOLO CHRIS J /TERILYN PHONE (360) 417 9170 PARCEL 06 30 14 5 4 0407 0000 APPL NUMBER 06 00000264 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/28/06 L BUILDING FOUNDATION FOOTING TIME 13 00 HOWARD 477 5741 07/27/2006 04 52 PM DYASUMUR COMMENTS AND NOTES construction. Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type descri Subdivision Name Property Use Property Zoning Application valuation Owner DEPAOLO CHRIS J /TERILYN 1140 CRAIG AVE PORT ANGELES WA 98362 (360) 417 9170 Other struct info Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged T•\Policies \1102_15 building permit inspection iecord05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Signature of Contractor or Authorized Agent 06 00000264 478016 1140 CRAIG AVE 06 30 14 5 4 0407 0000 CHRIS DEPAOLO tion RES ADDITION 559 15 223 66 4 50 787 31 RS9 RESDNTL SINGLE FAMILY 38135 Contractor OWNER TOTAL LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit pin number 78444 Permit Fee 559 15 Plan Check Fee Issue Date 5/26/06 Valuation Expiration Date 11/22/06 STATE SURCHARGE 4 50 Paid Credited Due 559 15 223 66 4 50 787 31 00 00 00 00 Date 5/31/06 18 90 2 00 1464 00 9200 00 926 00 2390 00 1, 00 00 00 00 00 223 66 38135 Qty Unit Charge Per Extension BASE FEE 417 75 14 00 10 1000 THOU BL -25 001 50K (10 10 PER K) 141 40 Special Notes and Comments The Fire Department has reviewed the project application and has no comments 05/25/2006 01 09 PM SROBERDS The proposal is an addition which requires a conditional use permit for an accessory residential unit as well in the RS 9 zone CUP 06 03 was approved 5/24/06 for the ARU Rear property line MUST be a minimum of 25 setback Electrical load calculations and elctrical permits are required Oil 17440j c) Xe Separate Permits are required for eIectrical 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 orwork is suspended or abandoned fora 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 her l -in no not. The granting of3- permit does not presume to give authority to violate or cancel the provisions of any state o ocal law regulatin• construction o fie performance of MA '''''1110! 5/ 5) /h Date Signature of Own (if owne u Date BUDDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES 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. FOUNDATION: FOOTINGS W ALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING ELECTRICAL LIGHT DEPT 417 -473 CONSTRUCTION R.W PW/ 417 480 ENGINEERING FIRE PLANNING DEPT 417 -475 BUILDING 417 -481 ,ncnechnn record05.v d [1/4/20051 INSPECTION TYPE S RESIDENTIAL t. F 417 -465 DATE DATE ACCEPTED YES I NO YES INAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE NO COMMENTS FINAL DATE ACCEPTED BY. FINAL DATE ACCEPTED BY. SEPA. ESA. SHORELINE: COMMERCIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED YES NO cit vl 1 -k 1) S c c30 I /WE the und owner(s) of the following described property (Insert legal description hire) IFaA c e-C 3 o i s LI do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17 08 032 `Z' of the Port Angeles Municipal Code This covenant creates one inseparable building lot which may only be removed through compliance with Chapter 58 17 RCW (subdivision regulations) and /or the City of Port Angeles short subdivision regulations (Ordinance No 2222, as amended) This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and shall be filed with th County Auditor s Office This covenant is for the mutual benefit of said owners) heir(s), assign(s) and successor(s) in interest and is for the further purpose of compliance with state and local land use and building regulations This covenant may be enforced by injunction or other lawful procedure and covenant by the iecovery of any damages resulting from non compliance. nor) T (yn j0 STATE OF WASHINGTON COUNTY OF CLALL M i I, that on this��day of NACl.,( mentioned, TED thi sown to be the individual(s) desribed in and who executed the within instrument and acknowledged that RP signed and se 41fi� a as free and voluntary act and deed for the purposes herein a IS4 o,0 SEAL this day of 01/03/2009 Ia 0j2 GIVEN UNDER M w l lg\ AUDITOR S CERTIFICATE Filed for record at tl e request of ss 20 Y u 2006 1181325 ��t, fi.EQ FOR REGOku £COi OEO 2006 MAY 31 ZONING LOT COVENANT day of f ///1. 20 A 1H,. FEOUEST i J 11 CO (Owner) (Owner) PM 1 14 this Notary P blic in and for the State of Was gton, do hereby certify 20 personally appeared before me LDI 0 and to 1 R/0 L/a I J 411 1 NS ARY P :LIC and fo the State of Washington resitting at Port geles. day of CLALLAM COUNTY AUDITOR By 20 13tc pOT W A S I F I I N G T O N U S A Community Economic Development Department May 31, 2006 Mr and Mrs Chris Depaolo 1140 E. Craig Avenue Port Angeles, WA 98362 RE Conditional Use Permit CUP 06 -03 1140/1136 E. Craig Avenue Dear Mr and Mrs. DePaolo As you know, following a pubhc hearmg conducted on May 24, 2006 the City's Planning Commission app a conditional use permit to allow the development of an accessory residential unit m the RS -9 Residential Single Family zone at 1140 E. Craig Avenue. The conditional use permit is approved subject to the following conditions Conditions. NGELES 1 All new construction shall be consistent with area and dimensional standards for the RS -9 zone. 2. The applicant shall provide separate water and electnc meters and provide a separate address for the accessory residential unit. Address numbers must be at least six (6) inches in height and readily visible from the street and of contrasting color from their background. 3 The apph shall provide for two additional parking spaces for the accessory residential umt for a total of four on -site parking spaces. 4 All utility improvements including water, samtary sewer, storm drainage and electncal are to be completed to the satisfaction of the Public Works and Utilities Department. 5 Pnor to issuance of a building permit, the apphcant shall submit a site plan for review sl that the development meets all the bulk and dimensional requirements of the RS -9 zone. Phone 360 -417- 4 Fax 360- 417 -4711 Website www cityofpa us /.Email smartgrowth @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 -6 Pnor to issuance of a building permit, the. applicant. shall file a.zomng lot covenant with the Clallam County Auditor legally coinbimng all lots as one If you have any questions regarding the above conditions of approval, or any general questions that this Department can answer, please don't hesitate to contact a staff member at 417 -4750 Sincerely, Sue Roberds Planning Manager cc uildmg Division files Ptibhc Works and Utilities ,11010evagn. Am.*, 1124 1444' 1156 ii fe 11 AV_-m__m1mrm_nii Applicant or Agent: $-112.1' 1133 0 CPA OLD Owner •117,tss 4 l LV(\J 1,61:: '1 O1-o Address. f A C1ZA t C.1 1 AV e City Pk Arclntect/En ineer '.t MO Pain S Th �1�GL Contractor OU,tM`S't!. Address: PROJECT ADDRESS T,FGAL DESCRIPTION Lot: F111 out CO M °LETELY and in INK. I our application and site plan MUST B COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 State License City 4•13 04)14 AVC CLAT T .AM COUNTY PARCEL NUMBER. 0 (a 3 614- TYPE OF WORK. Residential New Constr. 'Re -roof Stove Multi- family Addition Move Garage Commercial Remodel Demolition Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT 1) Q* 1.-I-1 two, A 1 V7D BUILDING PERMIT APPLICATION Block. Subdivision. COMMERCIAL/RESIDENTIAL. Occupancy Group Occupant Load. Construction Type. No of Stones: L Lot Size: 4100 Existing Sq. Ft 4 G4- Proposed Sq Ft. t/3 TOTAL Sq Ft. Z 1 0 Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No 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 aplan 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 Buildmg/Residental 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 obtain such permits prior to T•\FORMS\B1dgPermitformwpd Applicant: S4. a+.01 Phone: 1- 0 1110 Phone. 34401 At.4 '°1 110 Zip `Qa lo20' Phone: S "GM 1 t„Q Exp Phone: Zip ZONING ST7,E/VALUATION `34° SF (a 3 /SF '2'Z 51 /4,0 SF 2U /SF 57ioo SF /SF TOTAL VALUATION '2 O D I NJ d a t li/ s1 G-A," YY) Date. L f 0 0 OFFIC USE O L ateRec. 2 *la& Permit ere":"- te Approve ate Issued: J, APPROVALS PLAN BLDG DPWU FIRE. OT11IR. Ve ru igeies, VV/-ll XISTING EXISTING RESIDENCE SETBACK 49' -O REAR SETBACK J CENTER LINE OF 44.I,Er SCALES 0 LOBE «A R C H I t C T S 319 s. peabody, suite b port an eles, wa 98362 360.452.6116 fax 360.42.7064 Project: $9 OLD A b to Project No. Subject: By C.A74, Date: 11Y) p124. j..► '2Ootj Sheet 1 of toezt ersvitcp d i :3 4 lz 1 A 77A fi=t:" Low nil pc:mot:OJT Ir:› IV a p G L4& /0e, nom► ?a 51Y S G LINDBER TH ARC H I` C T S 319 S. Peabody Suite B. Pdrt Angeles, WA 98362 360.452.6116 fax 360.452.7064 contact(alindarch.com .lindarch.com Project: D R L-O APO! TION Project No Subject: I.A TA Date /Y)4L4 gyp, b Sheet of SHEAR WALL SUMMARY I /ALLOFIT/FIRMINFO/FORMS /SHEARWAL By'6 L H V V/L SW VH- WL /2 POST HOLD DOWN 1) SU 41 al i'l 1 1 1 64 44 2 call 961 1 7006 NND& 1) Io6 1 1324. 189 4.06O- nooP 2 f34C 1AIto 14.2 rsj 5 Z 3 2609 1 2 ep ea 2416 40 5 4. 21 bie 3" 1= 5 tos? G /2 ZIG6 I934 D I 8 1•&9 86 LINDBER TH ARC H I` C T S 319 S. Peabody Suite B. Pdrt Angeles, WA 98362 360.452.6116 fax 360.452.7064 contact(alindarch.com .lindarch.com Project: D R L-O APO! TION Project No Subject: I.A TA Date /Y)4L4 gyp, b Sheet of SHEAR WALL SUMMARY I /ALLOFIT/FIRMINFO/FORMS /SHEARWAL By'6 A. PLYWOOD OR O.S.B. SHEAR WALLS 1 MAXIMUM SHEAR 250 P.L.F USE W SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O C. FOR FRAMING, USE DF N0.2. PROVIDE DIAMETER ANCHOR BOLTS AT 32" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OT THE WALL, SEE FRAMING /SHEAR WALL PLANS. 2. MAXIMUM SHEAR 315 P.L.F USE 1 SHEATING ONE SIDE OF WALL NAIL ALL EDGES WITH 8d NAILS AT 5" O C. FOR FRAMING, USE DF NO.2. PROVIDE DIAMETER ANCHOR BOLTS AT 32" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END O THE WALL, SEE FRAMING /SHEAR WALL PLANS. 3 MAXIMUM SHEAR 375 P.LF USE SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" O C. FOR FRAMING, USE 3X DF N0.2. PROVIDE DIAMETER ANCHOR BOLTS AT24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 4. MAXIMUM SHEAR 490 P.L.F USE 16" SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O•C FOR FRAMING, USE 3X DF N0:2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 5. MAXIMUM SHEAR 560 P.L.F USE W SHEATING ONE SIDE OF WALL NAIL ALL EDGES WITH 10d NAILS AT 3" O C FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24° 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 6. MAXIMUM SHEAR 685 P.LF USE l" SHEATING ONE SIDE OF WALL NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" 0 C STAGGERED FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5 DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 7 MAXIMUM SHEAR 770 P.L.F USE SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH.ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 18' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING SHEAR WALL PLANS. 8. MAXIMUM SHEAR 870 P.L.F USE SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 31/2" 0 C FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 9. MAXIMUM SHEAR 980 P.L.F USE SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3' 0.0 FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 10 MAXIMUM SHEAR 1,200 P L.F USE SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" 0 C STAGGERED FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 11 MAXIMUM SHEAR 1,540 P L.F USE SHEATING BOTH SIDE OF WALL NAIL ALL EDGES WITH 10d NAILS AT 2" 0 C TAGGERED FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 12. MAXIMUM SHEAR 1 740 P L.F USE 5/8" SHEATING— BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2' O.G. S AGGERED FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES 1 RE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS NA L '2' NO SHEAR WALL WALL '3' NO SHEAR WALL IS APED PLYWOOD OR O.S.B. SHEAR WALLS 4. MAR'111 NEAR 49O PLF. USE 1/2' SEAMS ONE 81DE OF WALL HAIL ALL EDGE8 O3TH 8d NAILS AT 3' O.C. FOR PRWNG, USE 3X DP NOT. DOUBLE BOTTOM PLATES Al E MOOED, BOLT THROUGH 80TH PLATES WTN ANCHOR BOLT& PROVIDE 618' DAME! ANCHOR BOLT) AT 32' O.C. MATC1111 SPACING AT THE FOUNDATION. SEE NGAG FOR TIE CM* PLANS. AT EACH /34) OF THE WALL, t MA)MMBHEAR SOOPLF. USE V2' SEATING BOTH NOES OF WAIL. HAS. ALL EDGE) WTH $d NAILS AT 3' O,C. STAGGERED. FOR fly USE v D F NOT. DOODLE BOTTOM PLATES ARE REIfiI1lE BOLT THROWN BOTH PLATES WTH ANCHOR DO :T& PROVIDE 3 R MASTER ANCHOR BOLTS A T I6' O, MA KIM SPACNG AT THE FOIIDATiON. FOR TM DOGE AT EACH END OF THE WALL. see FRAMIIG/SH EAR PLANS. KAU. '2' -UPPER LEVEL 51-4EAR WALL PLAN saki V4' P'O' GENERAL IG32.11RPENTS ALL BHEATNG EDGES SHALL OE BACKED F AMNG 8& D ACCOPVNG TO SHEAR MALL SCHEME OR 2' NOMINAL BLOQ 18. C0MECTIONS BETUE I ROOF SEAMS ADD WALL SEAMS OR OE1UE19I UPPER STALL SHEATHING AND LONER GALL SWATHING SHALL OE SUCH T144T Realm EDGE HALM PER 8CHEDILE 18 =WHAM 148C4D44 OLOCKla ADD Di or, ALONG INIMEDIATE FRAMNS MALL PLATE& T SPACE AM AI REWIRED ON UPPER R.00R WALLS THE TIE COINS SHALL BE BOLTED TO 11E UPPER AND LONER WALL 8111D8 AND RICO TI 15Yi, THREADED ROD V14 A8 PER MFACTt1W6 ND ease WALL REQUIRED LJ 11 O tjll LOUDER LEVEL SHEAR WALL PLAN SCALE V4' r-o' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 03- 00000346 Property Address 1140 CRAIG ST ASSESSOR PARCEL NUMBER: 0630145404070000 Application description DEMOLITION Property Zoning Application valuation 200 Owner Contractor DEPAOLO, CHRIS J /TERILYN OWNER 1140 CRAIG AVE PORT ANGELES WA 98362 (360) 417 -9170 Structure Information DEMO DETACHED GARAGE Construction Type TYPE V NON -RATED Occupancy Type GARAGES, CARPORTS, SHEDS Date 4/01/03 Permit DEMOLITION Additional desc Permit Fee 47.00 Plan Check Fee .00 Issue Date 4/01/03 Valuation 0. Expiration Date 9/28/03 Qty Unit Charge Per BASE FEE Fee summary Charged Paid Credited T \PLANNING \FORMS \1102 15 (4/20021 Due Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 47.00 47.00 .00 .00 Extension 47.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work Is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application andknow the same to be true and correct. All provisions of laws and ordinances governing this type of work will be cdmplied 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 lop l la regulating construction or the performance of construction. 3 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: ROUGH -IN 1 I PLUMBING UNDERFLOOR /SLAB ROUGH -1N WATER LINE GAS LINE BACK FLOW WATER AIR SEAL WALLS I CEILING FRAMING JOISTS GIRDERS SHEAR WALL WALLS ROOF CEILING DRYWALL T -BAR INSULATION SLAB WALL FLOOR CEILING MECHAN ICAL HEAT PUMP WOOD STOVE PELLET CHIMNEY HOOD DUCTS P W UTILITIES SITE WORK (Engmeenng Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM SEPA: ESA: SHORELINE: PLANNING DEPT. SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING 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. PW/ ENGINEERING 417 -4807 CONSTRUCTION R W PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 417 -4815 ."/-pi--03 Ri/ BUILDING BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL 7'O COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION T: \PLANNING\FORMS\ 1102.15 [4/2002] KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE REQUEST: Date I 1 L I 6-3 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Location of Work to be inspected 1/ 7 o C, f" C 3 Name of person requesting inspection C4 c S Address of person requesting inspection Phone No Vi 7 1 70 Type of Inspection (circle appropriate one): Permit No. 1 6)-140 Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other INSPECTION NOTES: Inspected: Date A /i Time By 1 Remarks: RESTORATION REQUIRED YES NO SURFACE RESTORATION: SURFACE TYPE: Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found (Continue on reverse side if necessary) Time Received by Asphalt PCC kIll Work Order COMPLETE INCOMPLETE STREET SUPERINTENDENT (DATE) (phone, person) Other April 2, 2003 ORTANGELES W A S H I N G T O N U.S.A. PUBLIC WORKS UTILITIES DEPARTMENT Chris DePaolo 1140 Craig Ave Port Angeles, WA 98362 RE: Port Angeles Landfill Waste Disposal Application, WDA 03 -08; Building demolition at 1140 Craig Ave, Port Angeles We have received and reviewed your application for disposal of building demolition debris from the referenced site. Based on the information regarding the debris, appears to be acceptable for use in the landfill. A copy of your approved application is attached. This approved application must be shown to the landfill scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Very truly yours, GWK•tf Encl WDA 03 -08 Copy. Ken Login) Gary, W. Kenworthy, P.E. City Engineer Deputy Director of Engineering Services N PWKS\ENGINEER \WDAPPLIC\03 -08.WPD FILE: Landfill Solid Waste Disposal Applications 321 EAST FIFTH STREET P. 0. BOX 1 150 PORT ANGELES, WA 98362 -0217 PHONE 360-417 FAX: 360- 417 -4542 TTY- 360- 417 -4645 E -MAIL PUBWORKS@CI.PORT-ANGELES.WA.US To: City of Port Angeles, City Engineer 321 E Fifth Street P.O. Box 1150 Port Angeles, Washington 98362 PORT ANGELES LANDFILL WASTE DISPOSAL APPLICATION Phone: (360) 417 -4803 FAX: (360) 417 -4709 NOTE: All questions must be answered for waste to be approved. Company Name: Mailing Address: Contact: Phone: 0 1 C(f 7 Project Name: �S_-fAAA Project Location: 0 L/-4 2. Other Contacts (if applicable): Consulting Firm: Contact: Phone: Contractor Name: Contact: Phone: Laboratory: Contact: Phone: (,UbA- 0 3 -d V 1. Generator Information: CkLis Ddc(24elo 11 `Ed �9- IrJ, -I" A-vyLii/k q13.6 Z City of Port Angeles Landfill Waste Disposal Application Page 1 3. Source of Waste: Check the appropriate box below and briefly describe the project, process, and /or cleanup that will or has produced the waste requiring disposal. Include the gasoline service station number (if applicable). CERCLA/MTCA Remediation Independent Remedial Action Unused Chemical Product Spill t- o4L w 414 r/Q. c4A. r s ('Q9 Air,e6.. -k._ A.% ou/4 ovu p df% e9+- gl)TtrtiAL 13-9e6( c› Row l s 3 6 1 2 0 f A- 2 d C_o �4e- 53V 4. Waste Material Composition: (check all that apply and include percent of total) Soil Foundry Slag Concrete /Asphalt 10 Dredge Sediments Preserved Wood Debris e t 0 Coal Ash Other (list) Wood Ash NOTE: Total must e ual 100 5. Waste Material Contaminants: (check all that apply) NOTE: Unknown Gasoline Metals Solvents Heating Oil Unused Motor Oil Used Motor Oil /Waste Oil Other Other Petroleum Product Supply any MSDS information with application, if available. Agency Contact: UST Removal Other Source: Diesel PCBs City of Port Angeles Landfill Waste Disposal Application Page 2 6. Estimated Quantity of Waste for Disposal: 30 Cubic yards Tons (estimate both) Drums Tons (estimate both) Other NOTE: Estimated quantity for disposal must be within 20% of the quantity actually disposed. (10% for projects over 7,500 tons or 5,000 cubic yards.) 7. Frequency of Disposal: One time Monthly 8. Waste Sampling: Proper characterization of the waste for disposal requires the collection of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling, will vary with the type and form of the waste. Check the appropriate box and briefly describe how and where the waste was sampled. Include site maps with sampling locations if possible. Number of COMPOSITE samples number of discrete samples per composite Number of DISCRETE samples AIv ship A° L 1 %4 7 Bc _c/� 7i ec t) /A/4) NOTE 1: Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used: 0 -25 25 100 101 500 501 1000 1001 2000 >2000 cubic yards cubic yards cubic yards cubic yards cubic yards cubic yards NOTE 2: One composite sample shall contain a minimum of three /maximum of five discrete samples. City of Port Angeles Landfill Waste Disposal Application Annual Other 1 composite sample 3 composite samples 5 composite samples 7 composite samples 10 composite samples 10 plus one sample for each additional 500 cubic yards Page 3 9. Waste Analysis: The "Dangerous Waste Regulations" (WAC 173 -303) shall be utilized to determine the appropriate analytical requirements for waste characterization. Ecology Publication #91 -30 (Revised April 1994) "Guidance for Remediation of Petroleum Contaminated Soils" shall also be used to characterize petroleum contaminated soils from UST releases. Submit all laboratory analytical results, QA/QC data, and Chain of Custody sheets along with this application. (NOTE: The laboratory must be accredited by the Washington State Department of Ecology.) a) List all analytical test methods used: Jr/ s; b) Provide a narrative as to why the above analytical methods were selected: NOTE: Additional sheets attached: YES NO 10. Soil Classification: *FOR PETROLEUM CONTAMINATED SOILS ONLY Based on the analytical data and Ecology Publication #91 -30, the soil classification is: (check one) Calculated Hazard Index Class 2 Class 3 Class 4 11. Dangerous Waste Affidavit: Based on a review of the analytical test results, site history, and the applicable regulations, this waste is classified as: (check one) Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DVV) and Waste Code: Extremely Hazardous Waste (EHW) and Waste Code: City of Port Angeles Landfill Waste Disposal Application Page 4 12. Certification: We, THE UNDERSIGNED, certify that this application is true to the best of our knowledge. All information provided is correct and the enclosed analytical results represent the proposed waste material to the best of our abilities. r Waste enerator Sign' re oj Dtc,(24_610 Printed Name Company Date Li °03 V� 7A-OLA- City of Port Angeles Approval: Date Approval Expirefton fat N \POLICY P11000 City of Port Angeles Landfill Waste Disposal Application Page 5 r r Figure C.3 Problem Waste Dis osal Acce City sends an approval letter to the generator. Upon receipt of the waste at the landfill, the gate attendant verifies that the quantity received is within 20% of the quantity reported in the WDA (within 10% for >7500 tons or 5000 cy CCEHD or City of Port Angeles forwards the generator a dopy of the PALF WDA* (Attachment A to Waste Acceptance Policy) Is the waste a petroleum contaminated soil? Written or verbal authorization of disposal received from CCEHD City of Port Angeles, City Engineer or designated representative reviews WDA for completeness and accuracy. City of Port Angeles Approves Disposal? Generator contacts City of Port Angeles or CCEHD' requesting to dispose of problem wastes at the PALF.. Yes No tance Process Yes City notifies generator in writing of mason for disapproval and forwards copy to CCEHD. Generator may resubmit WDA after addressing City and or CCEHD concerns. •CCEHD: Clallam Counth Environmental Health Division PALF: Port Angeles Landfill WDA: Waste Disposal Application Application Number 03- 00000405 Property Address 1140 CRAIG ST ASSESSOR PARCEL NUMBER: 0630145404070000 Application description RES DETACHED GARAGE Property Zoning Application valuation 2968 Owner CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5T1-1 STREET, PORT ANGELES, WA 98362 Contractor DEPAOLO, CHRIS J /TERILYN OWNER 1140 CRAIG AVE PORT ANGELES WA 98362 (360) 417 -9170 Structure Information NEW 288 SF DETACHED GARAGE Construction Type TYPE V NON -RATED Occupancy Type GARAGES, CARPORTS, SHEDS Other struct info NUMBER OF UNITS Qty Unit Charge Per BASE FEE 1.00 14.0000 THOU BL- 2001 -25K (14 PER K) Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T• \PLANNING \FORMS\ 1102.15 [4/2002] Charged Paid Credited Date 4/18/03 Due 1.00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 288 SF DETACHED GARAGE Permit Fee 106.75 Plan Check Fee 42.70 Issue Date 4/18/03 Valuation 2968 Expiration Date 10/15/03 Extension 92.75 14.00 STATE SURCHARGE 4.50 106.75 106.75 .00 .00 42.70 42.70 .00 .00 4.50 4.50 .00 .00 153.95 153.95 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether sp= led herein not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or •c.I law r rg •nstruction or the performance of construction. Signature of Contractor or Authorized Agent Date re of Owner (if own -r is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: /20N pOu N /./_y4 -c 3 c§ X, R J FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -[N 1 1 PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL WALLS ROOF CEILING DRYWALL T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP WOOD STOVE /PELLET /CHIMNEY HOOD /DUCTS PW UTILITIES SITE WORK (Engtneenng Division) SEPARATE PERMIT #'s• WATERLINE METER SEWER CONNECTION SANITARY STORM SEPA ESA: SHORELINE: PLANNING DEPT. SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING 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. PW/ ENGINEERING 417 -4807 CONSTRUCTION R W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 c7- 1{'- -0 3 4 BUILDING BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING 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 T:\PLANNING \FORMS \1102.15 [4/2002] CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT REQUEST: Date c I?- -O 3 Time Received by f (phone, person) Location of Work to be inspected hi 0 e rCL t Name of person requesting inspection 9,4 rA.A.A. Address of person requesting inspection Phone No Type of Inspection (circle appropriate one): Permit No. y Os Sewer Foundation Framing Chimney Plumbing Sewer Excay. Other eh r► s 15 o 71 e— rvaA u h 4 ►1 e- Q.0 wa ,14 s To h-e ccJf� c ars cmmre��to �s INS NOT Inspected: Date Remarks: RESTORATION REQUIRED (Continue on reverse side if necessary) Time By YES NO SURFACE RESTORATION: SURFACE TYPE: Unimproved Gravel Asphalt PCC Other Repaired by City Work Order Repaired by Permittee COMPLETE No Damage Found INCOMPLETE STREET SUPERINTENDENT (DATE) REQUEST: Date 2 �S CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Time Location of Work to be inspected 111° Q r`c., Name of person requesting inspection RESTORATION REQUIRED Received by Address of person requesting inspection Phone No. q/7 7I 7 Type of Inspection (circle appropriate one): Permit No Li ds Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other Now po, r dew 0__ Ge e j i e 1 INSPECTION NOTES: Inspected: Date z-/-2e -03 Time By i��V Remarks: YES NO erson) SURFACE RESTORATION: SURFACE TYPE: Unimproved Gravel Asphalt PCC Other Repaired by City Work Order Repaired by Permittee COMPLETE No Damage Found INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT IDATEI Applicant or Agent: Owner: S C1 l) Address: 3 1" Architect/Engineer: S� Contractor State License Address: PROJECT ADDRESS: 1 L 0 LEGAL DESCRIPTION: Lot: I CLALLAM COUNTY PARCEL NUMBER: Phone: U-Q-Pel I0 City: /?ii City: l" 1 Block Phone: Exp: Subdivision: Phone: Zip: o 3 Phone: Zip: ZONING: IlL Credit Card Holder Name: Billing Address: Credit CardType VISA MC TYPE OF WORK: Residential New Constr. Multi family Addition Commercial Remodel BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call (360) 417 -4815 City: Exp. Date: SIZE/VALUATION: X SF. /SF. SF. /SF. SF. /SF. TOTAL VALUATION Q e3 g aaR 1h fr/t /7 x Re -roof Move Demolition Stove Garage Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT. (o Ar I hereby certify that I have read and examined this application and know the same to be understand that it is my responsibility to determine what permits are required ,not t T \FORMS\APPS \Buildingpermit wpd Applicant: 1� rue and cor and that I mus COMMERCIAL/RESIDENTIAL: Occupancy Group. Occupant Load. Construction Type. No. of Stories. 1 Lot Size: Q v� Existing Sq Ft. J 1 /53 Proposed Sq. Ft. 2 TOTAL Sq.Ft. Existing lot coverage Proposed lot coverage Total lot coverage 7 r PLANNING USE ONLY: ESA/Wetland(s): Yes No SEPA Checklist required? Yes No Other: FOR OFFICIAL USE ONLY Date Rec 2 1" 1 d3 Permit Lj0C Date Approved Date Issued ao /7 APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: BUILDING PERMIT APPLICATION SUBMITTAL: 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 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 107 4 of the Uniform Building Code, current edition). No application can be extended more than once. t I am authorized to apply for this permit and obtain such permits prior to wo r Date: l 1 0 (U� 9/7 MINI MIIIIMIMI =II= rprk /1 /1 r 3 Q1 ASSOCIATES INCORPORATED April 15, 2003 Mr. Brad Collins, Director City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Garage located at 1140 Craig Street, Port Angeles, Washington for Chris and Terilyn DePaolo Dear Mr. Collins: I have examined the plans for the proposed garage to be located at 1140 Craig Avenue, in Port Angeles for the following: 1997 Uniform Building Code Current Washington State Ventilation and Indoor Air Quality Code Washington State Energy Code Based on the attached comments, revised plans and possibly structural calculations should be provided for review prior to issuance of a building permit for the proposed structure. Please call me if you have any further questions on this matter. Sincerely, Tracy Gudgel, P.E. Fc: JN 03099 CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 22 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail. zenovic@olympus net GARAGE FOR CHRIS AND TERILYN DEPAOLO 1140 CRAIG STREET, PORT ANGELES, WA FIRST PLANCHECK April 14, 2003 1. Structure shall comply with lateral bracing requirements of the Uniform Building Code, Section 2320.11.3. Typically exterior braced panels (BP) consist of 3/8" wood structural panel sheathing beginning within 8' of each corner. The panel shall be a minimum of 4' wide and nailed 8d at 6" o.c. around perimeter and 12" o.c. in the field. Alternate braced panels meeting City of Port Angeles requirements shall be installed at garage door end of building. See handout already supplied to applicant. Please indicate material used in wall panels. Sheathing shall be stamped with span rating. 2. Method of foundation construction shall be noted on the plans to meet minimum City of Port Angeles requirements. 3. Roof sheathing shall meet panel span rating requirements of UBC Table 23- II -E -1. Blocking or panel clips shall be provided for 24" spans. Please indicate material used in roof panels. Sheathing shall be stamped with span rating. 4. Roof framing shall comply with requirements of UBC Section 2320.12. Options for complying with this section include the following: a) Provide an engineered design for the use of the 2 x 4 rafters with the gussets shown in the plans. b) Provide a 1x -ridge board with a depth to match the cut end of the rafters with the rafters installed directly opposite each other at the ridge. Ceiling joists used as rafter ties shall be installed at 4' o.c. to form a continuous tie between the exterior walls. c) A ridge beam adequately sized to handle the load from the rafters could be provided with framing at each end to support the load. 5. End joints in double top plates shall lap a minimum of 4 feet or shall have a 3 "x6 "x0.036 "galvanized steel strap at joints per UBC Section 2320.11.2. The plans appear to show a single top plate at the garage door end of the building. This will require one continuous top plate or straps as noted above. 6. Provide an engineered design of the spliced header shown at the frontwall of the building or provide a header of adequate size for the loads. c DePaolo, Chris Terilyn 1140 Craig St Port Angeles 417 -9170 (1? f lr ONE STORY 1s TWO STORY HEIGHT IN t-tt 2' 2' TO AT 4' TO 6' TO 8' HORIZONTAL RORCEM (1) #4 TOP BAR #4 24- O.C. #4 18.0.C. 4 (g710'O.0 CRAWLSPACE CONCRETE FOUNDATION WALL AND FOOTING DETAIL NO SCALE 1111E1 111 6 1-STORY 6' 2-STORY CITY OF PORT ANGELES PUBLIC WORKS BUIl..DING DIV. 321 East 5th Street Port Angeles, WA 98362 REVISED FOUNDATION DETAILS #4 REBAR- 2 PIECES 1 2' ONE STOR L 1 S TWO STORY X111 I /2' AN HOR BOLTS 7r O.0 STORY 12" ERG.IK EACH SILL Er @4a'O.C. 2-STORY t44 S zaagas- o...6j4 sie.5 RESSURE TREATED StIL PLATE #4 REBAR (SEE REBAR SCHEDULE) FINISHED GRADE FINISHED GRADE lg I IILIfn �III'i u 7 Lf REINFORCEMENT SCiiEDUL.E NUOUS /2" -EtNCI OR.QOLTS [S Arv1E A APsovc..� PRESSURE TREATED SILL PLATE if REBAR Fo-pA-610-4-Co) IAJA bk_ (La .Z-60Lon iAvt_ daQ a4 REt3AR• 2 PIECES CONTINUOUS MONOLITHIC CONCRETE FOUNDATION DETAIL NO SCALE VafgyoP Aea94 crtil ka_ p c Ju_)o_f U3-6`z ACCEPTED ALTERNATE MINIMUM LATERAL RESTRAINT PANEL SCALE, AS NOTED 1 NOTE* MR USE IN RAMIE END WILLS b SHOW IP A PLOOR R(T %0a PEDEEN FOUNDATION AND DRAM PMa. PL19iDOD !HALL OVEN AP RIM JOISTS AND /ILL PLATES. PROVIDE HOLDIOIi* BOLTS AND PLYNCOD NAKAO AO SHORN. PROVIDE SPECIAL caw. IP USED move PRbT PIoOR. INSTALL AS PER MAILPAG11RDP0 SPECIFICATIONS SRPSON ICSA TYPICAL. AT 24' TO 40" PANEL REDUCTION TO 102A M0.DOINS ALLGOOD DOLTW 1404.0 0/4/6 ALSO AL1OyW. ALL OTI It GM.LCIRS STILL APPLY. 2x TOP PLAT! PILL ALL VIOL!! APA RATED SNEATNINO 3/0' I51 MAA. 2410 EXP. 1/2' AAA R/ T ROL eteerwerr APPROVED IIOOX -DO NOLD0196 W 03003 MIL CAPACITY. Ai TO 40' PAM. REDUCTION TO NO2A NOLO0N8 M.L. OI4D RESIDENTIAL CONSTRUCTION GUIDE 24'N L SEE TEXT DOLOR I s 1 •1 1 I:1. N. i. I PASTEN W ad Ga4QOM :M a' OG. !ACM MAY. 1 d) 2 s SUDS EdCOKIN•3' STAS0CED AT ALL PLATES AND SODS DOUBLE STUDS ALL SlSMS! AND 9003 C) 2 PLATES PAWN PLYWOOD 9NPATMN TO EACH ono. SHEET LATERAL MK .k Garages All Garages are Available on a Concrete Pad. Acme Affordable Storage Buildings 255654 Highway 101 360 -452 -5654 SUNNYSIOE GARDEN HOUSE GREENHOUSE STORAGE All Glass 10 x 8 51,325.00 4' Solid Ext 10 x 12 51,642 00 4' Glass Ext 10 x 12 51,845.00 8' Solid Ext 10 x 16 $1,909.00 8' Glass Ext 10 x 16 $2,365 00 Gable Window Package 4' Cedar Bench 8' Cedar Bench 12' Cedar Bench 16' Cedar Bench 4' Copper Plant Hanging Rod 8' Copper Plant Hanging Rod Want an Extra Entry Style Door? We CAN do that! SUNNYSIDE GARDEN HOUSE ACCESSORIES 12 x 12 12 x 16 12 x 20 12 X 24 5105.00 $88.00 $175.00 5260.00 $340 00 510.00 520 00 ACME EXTRA LARGE STORAGE BUILDINGS GARAGES WHIDBEY GAMBREL 12 x 12 $1,749.00 52,497.00 12 x 16 52,056.00 52,910.00 12 x 20 52,380 00 $3,335.00 12 x 24 $2,704.00 53,760.00 Longer Buildings Available SAN JUAN GABLE $1,574 00 $1,859 00 $2,163 00 51,820.00 52,236.00 $2,505.00 $2,602.00 $3,190.00 52,211.00 52,489.00 52,794.00 $3,098.00 ualdings Available 6 Acme ,,fordable Storage Buildings 255654 Highway 101 452 -5654 Model Shown is 10' x 16', with 8' of Glass, and 8' Solid 5165.00 5125.00 $225.00 5320.00 5400.00 515.00 $30.00 L e 3 J 1 ON{ 0 b BETTER LETTER MAILING SERVICE& INC. To: ral Of/J Jij.m Job Description: 00 Ofc.J,1(..GrretE Job 4 2/ IP 395 McDONOUGH PARKWAY, McDONOUGH, GA. 30263 phone: 770.957.9786 fax: 770.898.1366 No. of Pages Sent; Fax No.: 60 4 I1 ct 1"7 iiti N (3 the legibility otyour Witkif,..aiiiiiiiidifiscasigymmevenything go NOM.Pr lo escrip ion: I to be rightV ifitsprtl N(ith..WMPTI9NSA 0 41 q q 17 The actual size of yourproof may_have been_altered sinoe.faxes tend_to_recluce_sizein_orderio fit i 6W/PPVI ,:i\‘,''.1' 1 r 0 1 f n i \I i (___I 1 )1 _ii L i j LI i I M7 :7 _iti Li Ai A. I Lii,_,L, If _you_are not1.00.% everything la 01___,c__,excfc.t_isip_r,alterin_Ohz.ms.,latt' Services, inc. cannot be responsibicf9R;er_tpgr)r,V, inaccuracies in facsimile images. -tgA 7:4,2',MAlfelr,s,t_Mrliqgf#jfilpvislie-an alternative proof illY Pott !-Tic' 4 Wth: riker( Fag. LI r-E Trtip a,Qtgal size of your proof may.have been altered _since faxes tend to reduce size in order to fit .i _4_ tt i ag y r r_to___p_roge-ed_with\printing with-,ohanges PL 6)'" --').\\/7(" ICKttrOPtirina, SILiee everything_ is OK1contact LLs_foLatterriatjvosile,ttqs__Letter Oprvices, inc. cannoK Co3 reapvnelb 'proof pr inaccuracies in faathfitinierkgsignat acknowledga4ueresponsibility-fCr"Orderaln with the attached proof, with complete the limitations arid liabilities of the proof. pumgMIDICATI motiplatop 3Rattstictlfa swmp,PRATE,R0 -A'Aicaui6o'rfriCiio t4i'ii4pYmirc a ;k1 ret u med ;''FtTccan1:159Lsurd,, Idea' oaf t i t i a re d s. agiva0 size of your pro my beerPriirtNatifeie faxes tend to reduce size in order to fit 91‹ to procad with pronting with chahgee Oc cont RA.: up, for ,T1t2rn.4.4(2.. Br Ing inc. cnno 2io pro,12,d o:oof or inaccuracies in eusfdrrieftsignature acknowledges full responsibility for ordemin accordance with the attached proof, with complete understanding of the limitations and potential liabilities of the proof. Vdc56113CMPNIO)PMATT, We cannot Anhedille your inh until your annrnval a Innn A/14h all the woof attachments are returned ACME AFFORDABLE STORA I Y of P^? Wilt•` aWo101uction Plana �3 ans, specifi- i g1 54ot official from thereafter r aj� t W o erro s in said plans, specifications and other data, or from preventing budding operations being carried on thereunder when in LI Han p al V Da for 3 m /'�t Assembly Instructions FIRST... Read these instructions thoroughly before beginning assembly. Assembly is easiest if you follow the steps in the order shown. In a drawing, a dotted line represents a part hidden from view (like a part under a panel). Lumber is graded from only one side. Check the part for the most attractive face and make sure to face it to the outside. CHECK ALL PARTS (Parts List on Page 2) If a part is missing, circle part in question in parts list and call 360-452 -56 ASSISTANCE REQUIRED We recommend that you assemble this Building on level ground in the location It will be used. Assistance may be needed To handle some parts, to fit secure them. Peninsula Series Building San Juan 12' x 12' Includes 12' x 16', 12' x 20', (12' x 24' SQUARENESS MOST IMPORTANT Keeping all 90 degree corners and 90 degree Perpendicular parts square throughout the Assembly of this building will make each Succeeding step easier and will help make All components fit together properly. CHECK LOCAL ZONING Before erecting any building on your property, you should check with your local government office regarding any local requirements. TOOLS REQUIRED Hammer 0 Tape Measure Phillips Screwdriver Step Ladder Level OPTIONAL TOOLS Electric Drill with Phillips Tip 0 Square 0 Chalk Line NI Always wear safety glasses when hammering WE 255654 HIGHWAI MOWN stows 101 PORT ANGELIS, WA 98362 C360) JUDGE MIAT ORD PARTS LIST FRONTWALL SIDEWALL REARWALL TK TP TP TP SK SP SP RAFTERS ACME AFFORDABLE STORAGE 255654 HIGHWAY 101 PORT ANGELES, WA 98362 (360) 452-5654 FAX 452 -5656 JUDGE WATFORD o TK 4 —Wall Studs o TI 2 —Jack Studs o RH 4—Top Bottom Plate o VO 1 —Top Plate Doubler o VB 1 —Top Plate Doubler o TO 2— Header a RD 2— Header o 2-- Outside Header Spacer o 1— Outside Header Spacer O 2—Header Filler o 2 —Wall Panels TK 14 —Wall Studs TP 4 —Top Bottom Plate VH 2 —Front Doubler SI 4 —Top Bottom Plate VO 2 —Back Doubler 4— Sidewall Panel 4— Sidewall Panel 7-Wall Studs 1-Top Plate 1— Bottom Plate 1— Doubler 1— Doubler 1-Top Plate 1-Bottom Plate 3— Rearwall Panel o TQ 16— Rafter O KB 2— Collar Tie O 14—Gusset Nominal Sire Actual Size (inches) (inches) 1 "x2" "x154" 1 "x3" "x244" 1 "x4" "x3%" 2"x 3" 1 2'/z" 2x4x80'b" 2x4 x79'/." 2x4x21'l" 2x6x925/8" 2x6x443/8" 2x4x84" 2x4x16W 3/8" x 3 x 48" 3/8 "x3!4 x11/2" 3/8 "xVA" x 48" 3/8" x 23 'l" x 2X4X96" 2X6X61 W' 2X4X391/8" 2X6X925/8" 3/8"X 48" X 84" 3/8"X 23 1/16 "X84" 2X4X80'11." 2X4X96" 2X4X96" 2X4X96" 2X4 X41" 2X4 X48" 2X4 X48" 38" X 48" x 84" 2X 4 X82-11/16" 1 X 4 X 72" 3/8" X 8" X 24" San Juan 12' X 12' Please read entire manual before Beginning assembly, and for directions For 12' x 16', 12' x 20', 12' x 24' NOTE: Parts Will Be Stamped With Red Lettering ROOF PANELS 2 —Roof Panel 2 —Roof Panel 2 —Roof Panel 2 —Roof Panel 2 —Roof Panel GABLE ENDS FASCIA. AND SOFFIT O DE 1— Soffit Panel Connector O OY 1- -Gable Soffit Support O OQ 1 —Gable Soffit Support HC 4—Fascia O SC 2 -Gable Connector 4 —Gable Spacer Block O 4 —Gable Panels O 1 -Soffit Panel O 1- Soffit Panel TRIM NOTE The actual size of 2 x 4 board is not 2" x 4 See Table 1 for actual dimensions of finished dry lumber. TABLE 1— Lumber Dimensions 3/8" X 48" X 96" 3/8" X 36" X 96" 3/8" X 48" X 48" 3/8" X 36" X 48" 3/8" X 12 "X84" 1X3X6'/." 2X3X72" 2X3X65" 1X3X777/16" 2X4X32" 3/8" X 2" X 2'/." 39 11/16 "X72" 3/8 X8 3 h "X96" 3/8 "X8'/. "X42" KB 1— Inside Horizontal Door True 1 X 4 X 72" IH 1— Inside Horizontal Door Trim 1 X 4 X 25 'A" KD 2— Inside Vertical Door Trim 1 X 4 X 79" JE 2—Outside Horizontal Door Trim 1 X 4 X 52 3/8" KF 2— Outside Vertical Door Trim 1 X 4 X 8018" HM 4— Conner Trim Sides 1 X 3X84" KJ 2—Corner Trim Sides (Front)— 1 X 4 X 84" KH 2—Corner Trim Sides (Rear) -1 X 4 X 83 JN 4 -Gable Trim --1 X 4 X 69- 11/16" JH 4 —Lower Gable Trim -1 X 4 X 62 3/8" 1— Decorative Door -1/2" Plywood Octagon 4—End Caps -3/4" X 9 3/16" X 12 5/8" MISCELLANEOUS ITEMS O 1— Garage Door (With Manufacturer's Instructions) 1— Hardware Package of Nails and Screws NOTE: Look for small wood parts in hardware bag. PAGE 2 Waferboard Gusset Plywood End Cap Decorative a �Q V Trim ITE PREPARATION You Must construct your building on a floor system, either wooden or con- crete. Regardless of type of flooring used, adhere to following recommendations before beginning assembly. site must be property leveled. site should have natural drainage to eliminate puddling in and around building. site should be covered with plastic film to discourage plant growth under building and to serve as a vapor barrier. A. For wooden floor kit, refer to instructions on following pages. B. For concrete floor, construct 4" concrete slab system, as shown. Bolt or nail 2x4 treated lumber plates that support frames and wall panels to slab. Assure assembly surface is level before beginning construction of building. Floor size for Extended Buildings 4x 142'/e" 12 x 12 365.7x361on 4x 190' /e 12 x 16 365.7x483on 4x 238'/e" 12 x 20 365.7x604.8on O 0 rA'rI, NOTE: Acme Floor Kits have been Designed for normal residential use. It is characteristic for the floor to Deflect or flex during normal use. If you intend to store very heavy Objects, you may want to consider Adding floor joists to reduce the Span from 24" to 16" or 12 You May also wish to use thicker floor Material plywood or OSB. I ASSEMBLING WOODEN FLOOR 12' x 12' wooden Floor Kit Floor Sas 144•,",4e x142.1/8" 0 12' x 16' wooden Floor KittAmasfloorSan 144•wdei 190.118 Deep) 12' x 20' wooden Floor Kitnm.1 Floor sae 144• wide a 238 -1,8" Deep) Position Bond Boards A and B, and Joists D as shown Using 3" nails, nail twice through bond boards into joists, keeping pieces flush at top and ends. Use four 3" nails where A and B butt. Position Bond Boards A and B, Joist C, and center braces E and F as shown. Using 3" nails, nail twice through A into C. keeping pieces flush at top and ends. Use four 3" nails where A and B butt. Nail center braces F with two 3" nails at each outside end. Remaining center braces will be nailed with two 3" nails at slight angle, as shown. 1 -B 24" ___F____ 24 -I 24" _____1_ 24• 24 24" (61 cm) (61 cm) (61 cm) (61 cm) (61 cm) (61 cm) 144" (366 cm) r (2) 3" Nails 1 -A PAGE 4 4 Bond Boards 0 2 x 4 x 96" O 4 Bond Boards 0 2 x 4 x 48" 7 Floor Joists 0 2 x 4 x 93" 7 Floor Joists 0 2 x 4 x 43'/8" 2 Middle Braces 0 2 x 4 x 21 4 Middle Braces 0 2 x 4 x 22 2 Floor Panels 5/8" x 48" x 96" 2 Floor Panels 5/8" x 48" x 48" O 1 Floor Panel 5/8" x 46 x 96" 1 Floor Panel 5/8" x 46 x 48" (2) 3" Nails 96' (244 cm) 48" (122 cm) i i Floor Kit Assembly C. Place sections made in 1A and 1B together, as shown and connect with Twelve 3" nails. This completed frame should be positioned at building site, leveled, and shimmed to the ground before the floor panels are installed. D. Position a floor panel at right front corner, flush to outside edge of floor frame. Panel should be centered on fifth floor joist. Secure panel with two 2" nails at front outside corner and one 2" nail at other three corners. E. Position remaining floor panels as shown, flush to outside frame and centered on joists. Nail corners with 2" nails, then nail with 2" nails every 12" through floor panels into frame. If adding a floor extender, continue with floor kit instructions in instruction booklet. O AWOM 1 I I I 17711111 144' (366 em) 1 -D PAGF Square Freme by making comer-to-corner measurements (X to X and Y to Y) the same Arim/stalCIC 1 142 -t /e" ASSEMBLING 12' X 4' EXTENDER FLOOR 1X. Arrange floor boards A B and the 7 floor joists(C) as shown. Nail with (2) 3" nails through bond board into each joist. 2X. Butt assembled 12 x 4 floor kit extender frame against rear of 12 x 12 floor kit frame. Connect with (12) 3" nails as shown. 3X Position 48" x 96" and 48" x 48" floor panels and secure with 2" nails as in steps 1C through 1 E in the 12' x 12' instructions. Additional 12' x 4' Floor Extender Kits would be added in the same manner to create longer floors if desired. ._X I-- 24" (61 cm) 24 24" (61 cm) (61 cm) 2 X 2" nail 2 Bond Boards p 2 x 4 x Y 2 Bond Boards o 2 x 4 x 48" 7 Floor Joists e 2 x 4 x 45" 1 Floor Panels 5/8" x 48" x 96" 1 Floor Panels 5/8" x 48" x 48" 1 Hardware kit consisting of 2" and 3" nails 48" ;596" 2x4x45" 24" 24" --I.— 24" (61 cm) (61 cm) (61 cm) 144" (386cM) 2 -3" nails 48" 2" nail 48" (12 2- ASSEMBLING FRONTWALL HEADER (TO) 0 f ftt r (TK) --(RD) 1 J ,-(RD) (TO) 0 l (2) 318x3 112x48" Header Filler (vB) 1 s (vo) LUSH -418 1/41— (HEADER) 18 1/4" r 1 SIDE VIEW 7 FRONTWALL O TK 4 —Wall Studs 2 x4 x 80''A" O 11 2 —Jack Studs 2 x 4 x 79'/." O RH 4—Top Bottom Plate 2 x4 x21 O VO 1 —Top Plate Doubler 2 x 6 x 92 5/8" O VB 1-Top Plate Doubler 2 x 6 x 44 3/8" O TO 2— Header 2 x4 x 84" O RD 2— Header 2 x4 x16 O 2— Outside Header Spaocr 3/8" x 3 h" x 48" O 1— Outside Header Spacer 3/8" x 3 'A" x 1 1/2" O 2—Header Filler 3/8" x 3 h" x 48" O 2 —Wall Panels 3/8" x 23 'A "x84" 2A Position two top/bottom plates (RH) and two studs (TK) as shown. Connect with (2) 3" nails through the top bottom plates into each end of each stud. Repeat the above process to create two identical front wall frames. 2B On a flat surface, lay one header (TO) and one header (RD) end to end, flat side down. Center (2) 3/8" x 3 1/2" x 48" header filler on top of header pieces. Place the other parts TO RD on top of the filler piece as shown, joint opposite each other. Nail headers together with 3" nails 12" apart. Turn the header over and nail as done on the previous side. 2C Place top plate doublers (VO) (VB) on top of completed header, overhanging each end by 18 Y." and flush to back of header as shown. Nail with 3" nails 12" apart. 2D Fit the assembled frontwall frame on each end of the header, nail with 3" nails through doubler into the frontwall frame and through the frame into the header, as shown. 2E Repeat for other side. Place jack studs (TI) under header secure to the frontwall frame with 3" nails 12" apart. (2) 318x3. 1/2x48' 7 -FLUSH (1) 3/8x3-112x1 -112" g (2X6 TOP PLATE DOUBLER) (HEADER) (PRE ASSEMBLED FRAME 2' 1 0)) 2E Position 23 1/4" x 84" right and left wall panels flush to the inside edge of the jack studs and doubler (VO)& (VB) overhanging bottom plates by 3/4 Secure with (1) 2" nail at each corner. ALL WALL PANELS ON ALL WALLS WILL OVERHANG BOTTOM PLATES BY 3/4" With both wall panels properly positioned nail with 2" nails every 8" through panels into top plates, studs and bottom plates. Fit the two outside header spacers, (2) 3/8" X 3 Ii" X 48" (1) 3/8" X 3 Vz" X 1 1 (Small filler is in the hardware Idt) between the two wall panels and flush to the bottom of the header. Secure with 2" nails 12" apart. 7 7 7 r r 7 ITK) I SO (TP}� CrP) (SI) (n0 r 1 24" 24 =1--24 1- -24' 3 ASSEMBLING SIDEWALLS (2) If building an extended building using 4' extender kit or kits, please read the Extender kit instructions on Page 23 Before building side walls. For right sidewall, arrange two (TP) two (SI) top/bottom plates, seven (TK) wall studs as shown. Connect with (2) 3" nails through top and bottom plates into each end of each stud. 11' 2X4– Butt 23 1/16" X 84" wall panel flush to (VH) and overhanging the front stud by 3 1/2 and overhanging the bottom plate by 3/4 The notched right edge of the panel should be centered at the next stud location. See detail. Secure with (2) 2" nails at bottom left corner and (1) 2" nail at the other three corners. 9 19 9/16 3 1/2' SIDEWALL 0 la o TK TP VH SI VO 14–Wall Studs 4–Top Bottom Plato 2 –Front Doubler 4–Top Bottom Plate 2 –Back Doubler 4– Sidewall Panel 4—Sidcwall Panel 2X4X80'h" 2X4X96" 2X6X61 Y2" 2X4X391/8" 2X6X925/8" 3/8 "X 48" X 84" 3/8 "X 23 1/16" X 84" 19 9/161 3B Position (VH) front doubler and (VO) back doubler on top of top plates and flush to the inside edge of the top plate, extending (VO) 3 1/2" past the back stud (VH) should be past the front stud by 15 VI". Nail with (2) 3" nails through the top plates at each stud location. Position a 48" X 84" panel next to the panel just installed making sure to keep the groove pattern consistent, securing each corner with (1) 2" nail. Repeat this process with a second 48" X 84" panel. Apply the final 23 1/16" x 84" panel over hanging the end stud by 3 -1/2" and securing it with (2) 2" nails at bottom right corner and (1) 2" nail at the other three corners. I o I 1 I 1 1 2ND a RIGHT SIDE WALL THE LEFT SIDE WALL IS A MIRROR IMAGE OF THE RIGHT SIDE WALL. Arrange and assemble the same parts through Step 3D as in Step 3A. Set assembled sidewalls aside. 3RD PAGE 10 3D With all wall panels properly positioned nail with 2" nails every 8" through panels into top plates, studs, and bottom plates. r t LEFT SIDE WALL FRONT 0 r l r r r r SP \--(TK) f(TP) TP (TK)J r(SP) 24" —24 —{--24" II }-24" 24'— }--24" f 4 ASSEMBLING REARWALL Arrange two (TP) two (SP) top bottom plates and seven (TK) studs as shown. Connect with (2) 3" nails through top bottom plates into each end of each stud. Position (TP) top plate doubler and (SK) top plate doubler on top of parts TP SP. Hold the doubler 3 1/2" in from each end of the frame. Nail with 3" nails through top plate doublers into the top plates at each stud position and where top plate doublers butt. 2X4 i REAR WALL SK) With all wall panels properly positioned, nail with 2" nails every 12" through panels into top plates, studs, and bottom plates. Set assembled rearwall aside. 4C. Position 48" x 84" wall panels flush to top edge of top plate, flush to outside edge of studs, centered on 3 rd stud and over- hanging bottom plates by 3/4 Secuvwith (2) 2" nails at outside corner and with (1) 2" nail at other 3 corners. Install remaining panels to complete the rearwall assembly. 3/4" OVERHANG REARWALL O TK 7 —Wall Studs TP 1 —Top Plate TP 1 —Bottom Plate O TP 1— Doubler O SK 1— Doubler SP I —Top Plate O SP 1 —Bottom Plate 3— Rearwall Panel PAGE 11 2X4X80''h" 2X4X96" 2X4X96" 2X4X96" 2X4X41" 2X4X48" 2X4 X48" 3/8 "X48 "x 84" 5 ERECTING WALLS Please read the basic 12'x12' instructions and the Extender Kit Instructions thoroughly before beginning assembly. 5B Set the 12' wide Rearwall on floor with bottom plate on line between outside edge of floor and 3 1/2" line from step 5A. Panels will overhang rear of floor. All panels on all four walls will overhang the floor. Panels will be flush to outside edges of sides of floor E Outside nail near bottom edge of Rear Wall with 2" nails every 8" through wall into floor. PAGE 12 5A Scribe or strike a caulk line on the floor 3 1/2" from all four outside edges of the floor. 5C Inside secure Rear Wall to floor by nailing through bottom plate into floor with (2) 3" nails between each set of studs (total 12 nails). 3" Nails 5D Using piece of corner trim, temporarily support left side of Rear Wall. utside, nail with 2" nails every 8" hrough the vertical overhanging anel of Side wall into end stud of ear wall. Nail with 2" nails every through overhang into floor. IT 3" Nails PAGE 13 SF Position right Side Wall on floor fitting overhanging top plate doubler over overhanging top plate of Rear Wall. Inside secure wall to floor as in step Sc with 3" nails -two nails between each set of studs. SG Inside building at comer, nail with 3" Nails every 12" through stud of Side Wall, into stud of Rear wall. Remove temporary brace (step 5D) and erect other Side Wall in same fashion —Steps 5F and SG. /Y 2" Nails 4 NOTE: SQUARE WALLS BY MAKING CORNER TO CORNER MEASUREMENTS (X TO X AND Y TO Y) THE SAME. J PAGE 14 5H Position Front Wall on floor fitting overhanging panels over end studs of Front Wall. Inside secure Front Wall to floor with (2) 3" nails (between each set of studs) through bottom plates into floor. Outside nail with 2" nails every 8" through the vertical overhanging panels into end studs of Front Wall. Nail with 2" nails every 8" through wall into floor. Inside at front corners, nail every 12" with 3" nails through Side Wall studs into Front Wall studs like in step 5G. 5I After all four walls are erected and secured, nail at corners through Side Wall top plate doublers into Front and Rear Wall top plates. Use (4) 3" nails at each corner. 6 ASSEMBLING ERECTING RAFTERS If building an extended building using 4' Extender kit or kits, read extender Kit instructions on Page 24 BEFORE Erecting rafters. Butt two rafters (TQ), at peak (A), with outside dimensions measuring 148" as shown. Maintaining the 148" width, position Gusset flush at peak and to edge of rafters. Secure with (10) 2" nails as shown. Install second gusset on other side of rafters. Assemble six (6) rafters with gussets on both sides. Assemble two end rafter with gussets on just one side. NOTE: Glue May be used in combination with nails for added strength. (Glue not supplied with kit). 6C /.5 RAFTERS TQ 16— Rafter KB 2— Collar Tie 14— Gusset NAIL PATTERN 1 11 24" 23 1116 2 X4X8211/16" 1X4 X72" 3/8" X 8" X 24" A (KB) collar tie will be applied to two rafters with gussets on both sides. Nail wP h (6) 2" nails through collar tie into rafter. The collar tie will be applied only to one side of rafter. These will be the third fifth rafter in Step 6F. 6D On side of building, mark on top plate Doublers the dimensions as shown below. On the oppositeside of building, mark same dimensions starting from the rear, to correspond with first side. Position assembled rafter flush to outside corner of top plate doubler single gusset on end rafters should be to inside of Hut. Secure with (3) 3" nails (one at top and two toe nailed outside) through rafter into top plate doubler. Secure other end of rafter in same fashion. 1 1 24" o 11 24 5. 4. 3. E CoIIa Ties 11 24 24 1 I1 24- 7 INSTALLING GABLE ENDS, FASCIA, FRONT SOFFIT Position gable connector (SC) under inside seam of left gable panell Va" up from the bottom. Connect with(6) 2" nails through panel and into connector. Butt right gable panel to the left flush at the bottom securing with (6) 2" nails. 2. 1. 1 11 1- 3 1/16 PAGE 16 6F Center second rafter on 23 1/16" mark and secure with (3) 3" nails (one at top and one toe nailed on each side) through rafter into top plate. Secure other end of rafter in same fashion. Install remaining rafters centered on marks on top plate doublers and secure as in steps 6E and 6F. Collar tie rafters are in the 3 and 5 position. NOTE: Be sure to keep the single gusset on right end rafter to the inside. GABLE ENDS. FASCIA, AND SOFFIT DE OY OQ HC SC 1 —Soffit Panel Connector -Gable Soffit Support I- -Gable Soffit Support 4- -Fascia 2 -Gable Connector 4 -Gable Spacer Blodc 4 -Gable Panels I -Soffit Pend 1 -Soffit Panel 1X3X6Y4 2X3X72" 2X3X65" 1X3X777/16" 2X4X32" 3/8" X 2" X 2' 39 1I/16 "X72" 3/8"X8X "X96" 3/8"X85.4"X42" 7Acont. MARK ON EDGE 74' Du Rear Wall, position gable panels Dn top of Rear Wall panels and flush to peak and to edges of rafters. Position gable panels middle seam centered on 74" mark. ■ail with 2" nails every 8" through lands into rafters and into top plate ioubiers. osition gable spacer block (C) flush to able panel (A) and to bottom edge of gable aneL Nail with 2" nails as shown. Install able fillers to the other three corners in same ishion. 7B Measuring from outside edge of side top plate, place a mark at 74 41)5 0 o 1•111111111111=1111111111M LI s MIN PAGE 17 For front gable, connect panels in same fashion. On the inside face under part (SC), install (OY) and (OQ) gable soffit supports 3 1!2" in from each end of gable panels. Secure with 2" nails 8" apart, as shown. Position decorative octagon trim centered on the front gable and secure from the inside with (4)'/." screws. 7C On Front Wall overhang, position gable panels (with front gable supports) flush to peak and to edges of rafters and over ends of extended Side Wall top plate doublers (G). Secure with (2) 2" nails through panels into ends of doublers. Further secure with 2" nails every 8" through oaaels into rafters. Inside toe- nail with 3 "(X) nails through front gable supports into doublers. 74" 7D Position (HC) fascia board flush to outside of gable panel (A). Use a piece of scrap wood to clear the roof line. Nail with (2) 2" nails into rafter and top plate doubler. E Continuing to use wood scrap to clear roof line, finish nailing (HC) with (2) 2" nails into each rafter and into top plate doubler. (HC) Butt 8 1/2" x 96" and 8 1/2" X 42" soffit panels together placing (DE) soffit panel connector over inside seam. Connect with (6) 1" screws through panels into connector. 3/8X8 1 /2X 96" PAGE l8 Position second (HC) flush to the first and clearing the roof line at each rafter, nail with 2" nails into rafter top plate doubler. Install fascia panels to other side of Hut in same fashion —Steps 7D and 7E. (HC 3/8X8%2X42" 1 7G Inside Building at front gable panels, Position assembled soffit panels with Connector up on top in overhang opening Between fascia and on top of Front Gable Supports, Front Wall top plate doublers, And Side Wall top plate doublers. Fasten Every 12" with 1" screws through soffit Panels into supports and doublers. APPLYING ROOF PANELS If building an extended building Using 4' Extender Kit or Kits, read Extender Kit instructions on PAGE 25 before applying roof panels. Roof panels will overhang fascia (A) by about 1/2" and gable panels (B) by 9/16 8 Apply 36" x 48" Roof Panel (B) flush to (A) roof panel, flush to rafter peak nail with 2" nails at corners. '1 1 T I 24 1 24"- -1--24 -1--24 '-1--24 123, 1/164— IL I i 11 T 1 1 1 1 1 T 1 1 1 1 11 1 11 (B) pply 48" 1 96" Roof Panel (D) nailing my at corners. I T T 1 1 1 I ,r 1 1 1 1 1 1 I 1 Vith all roof panels properly positioned, finish nailing with 0 nails every 12" into all rafters Maintain Dimensions 11g" I I 24" 1 24 1 1 24 }--24 =—i23 1/164-- /9 ROOF PANELS 2 —Roof Panel 2 —Roof Panel 2 —Roof Panel 2 —Roof Panel 2 —Roof Panel NOTE: Nailing sequence for all panels is upper right lower right, lower left, and upper left. 8B. Position 36" x 96" Roof Panel (A) flush to rafter peaks and over- hanging rear gable panel by 9/16 Nail with 2" nails at corners in sequence shown. 1 (A) Apply 48" X 48" Roof Panel (C) flush to and overhanging rear gable panel by 9/16" and fascia by 1/2" Nail with 2" nails at corners. 3/8" X 48" X 96" 3/8" X 36" X 96" 3/8" X 48" X 48" 3/8" X 36" X 48" 3/8" X 12 "X84" 1 1 (C) 1 1 T 1 1 1 1 1T T 1 1 T 1 1 1 11 Position 12" x 84" roof panel (E) flush to the panels already installed (B), (D) and overhanging front gable panel by 9/16" and fascia by 1/2 Nail with 2" nails at corners. Install roof panels to other side Roof in same fashion Steps 8B And RC nailing corners only. 9 APPLYING TRIM )A Position (JN) roof trim flush under roof panel and flush under peak. Secure with (8) 2" nails as shown. 3 Position END CAP flush to end of roof trim and flush under roof panel. Front of end cap will over- hang fascia by about 1/2 Secure end cap with (6) 2" nails into rafter, fascia, and top plate. Assemble corner trim (KJ) and corner trim (HM) as shown connecting with (7) 2" nails. TRIM O KB 1— Inside Horizontal Door Trim I X 4 X 72" O 1H 1— Inside Horizontal Door Trim 1 X 4 X 25 KD 2— Inside Vertical Door Trim I X 4 X 79" JE 2 —Outside Horizontal Door Trim 1 X 4 X 52 3/8" O KF 2— Outside Vertical Door Trim 1 X 4 X 80 1/8" HM 4 —Corner Trim Sides I X 3 X 84" O KJ 2 —Corner Trim Sides (Front)— I X 4 X 84" O KH 2 —Corner Trim Sides (Rear) I X 4 X 83 /s" O JN 4 —Gable Trim-1 X 4 X 69 11/16" O JH 4 —Lower Gable Trim-1 X 4 X 62 3/8" O l— Decorative Door —I/2" Plywood Octagon 4 —End Caps -3/4" X 9 3/16" X 12 5/8" X 2 7/8" Install roof trim and end cap to other half of gable and to other end in same fashion —Steps 9A and 9B. 9C Position (JH) gable trim flush against end cap. On rear wall, gable trim will cover seam between wall panels and gable panels. On Frontwall, gable trim will be flush to bottom edge of gable panels. Secured with (6) 2" nails through trim into wall. Install second (JH) gable trim, in same fashion. Assemble corner trim (KH) and corner trim (HM) as shown —one for right rear and one for left rear. Connect trim with (7) 2" nails. In rear, position assembled corner trim over corner with 84" (HM) trim flush under side wall top plate and 83 1/2" trim (KH) flush under end cap. (KH) faces should be to rears Secure with (14) 2" nails through trim into walls. Install other rear corner trim in same fashion. 9H On front, position assembled corner trim over corner of Hut and flush under top plates. Corner trim (KJ) face should be to front,. Secure with (14) 2" nails through trim into walls. Install other front corner trim (with 1 X 4 face facing to front) in same fashion. al L/ 9G Under front wall header, position horizontal inside door trim (KB) flush to face of wall panel. Nail with (7) 2" nails through trim into header. Apply inside horizontal door trim (111) with (3) 2" nails. 911 Position 1 X 4 X 79" Door vertical inside trim (KD) against header stud flush to face of wall panel. Nail with (7) 2" nails through trim into stud. Apply second (KD) to other side in same fashion. Place a mark 48" from inside of door opening. Position outside horizontal door trim (JE) on this mark and 3/8" up on part (I13). This should cover of inside trim. Nail with (6) 2" nails through trim into wall. Apply second (JE) to other side in same fashion. (KF) INSTALLING GARAGE DOOR (Manufacturer's Instructions Enclosed) 9J Position outside vertical door trim (KF) flush under trim (JE), hold back 3/8" from face of trim, and over- hanging floor the same as the wall panel. Secure with (7) 2" nails through trim into the wall. Apply second (KF) to other side in the same fashion. I ASSEIVIBLING EXTENDED WALLS NOTE: THE LEFT SIDE WALL IS A MIRROR IMAGE OF THE RIGHT SIDE WALL, AS SHOWN IN STEP 3E. l As in Step 3A, Arrange top plates, bottom plates and studs as shown. Each extender section will be added as shown. Toe -nail the top plate at the joints to make one long piece. Repeat for the bottom plate. Arrange top bottom plate (SP) and studs (TK) as shown. Nail with (2) 3" nails through the top plates at each stud location. As in Step 3B, Position front doubler Cal), back doubler (VO), extender doubler (VF) on top of top plates and flush to inside edge of top plate extending (VF) 3 past the back stud. (VH) should be past the front stud by 15 V2 Nail with (2) 3" nails through the top plates at each stud location. Follow Steps 3C through 3D for applying wall panels. The last panel on extended wall will be the 23 1/16" X 84" panel, which will extend past the last stud by 3 19 9/16 FRONT 15 1/2' 1.3 WALLS Use these parts with the parts on page 9. TK 4 —Wall Studs 2X4X80 W SP 4 &Bottom Plates 2X4X48" VF 2— Doubler 2X6X48" 2 —Wall Panel 3/8X48X84" 15' 3 1/O X48' 20342 6/8' WONT WE WM.t ac¢xQ1 12' 2 %4— 19 9/16" A M1EL Y 9 cs�' 1 P ANE ^t- 24' -1-24 "--}-24 24 244-24 I ASSEIVIBLING EXTENDED WALLS NOTE: THE LEFT SIDE WALL IS A MIRROR IMAGE OF THE RIGHT SIDE WALL, AS SHOWN IN STEP 3E. l As in Step 3A, Arrange top plates, bottom plates and studs as shown. Each extender section will be added as shown. Toe -nail the top plate at the joints to make one long piece. Repeat for the bottom plate. Arrange top bottom plate (SP) and studs (TK) as shown. Nail with (2) 3" nails through the top plates at each stud location. As in Step 3B, Position front doubler Cal), back doubler (VO), extender doubler (VF) on top of top plates and flush to inside edge of top plate extending (VF) 3 past the back stud. (VH) should be past the front stud by 15 V2 Nail with (2) 3" nails through the top plates at each stud location. Follow Steps 3C through 3D for applying wall panels. The last panel on extended wall will be the 23 1/16" X 84" panel, which will extend past the last stud by 3 19 9/16 FRONT 15 1/2' 1.3 WALLS Use these parts with the parts on page 9. TK 4 —Wall Studs 2X4X80 W SP 4 &Bottom Plates 2X4X48" VF 2— Doubler 2X6X48" 2 —Wall Panel 3/8X48X84" 15' 3 1/O X48' 20342 6/8' WONT WE WM.t ac¢xQ1 12' 2 %4— 19 9/16" Y 9 cs�' 1 ^t- 24' -1-24 "--}-24 24 244-24 I ASSEIVIBLING EXTENDED WALLS NOTE: THE LEFT SIDE WALL IS A MIRROR IMAGE OF THE RIGHT SIDE WALL, AS SHOWN IN STEP 3E. l As in Step 3A, Arrange top plates, bottom plates and studs as shown. Each extender section will be added as shown. Toe -nail the top plate at the joints to make one long piece. Repeat for the bottom plate. Arrange top bottom plate (SP) and studs (TK) as shown. Nail with (2) 3" nails through the top plates at each stud location. As in Step 3B, Position front doubler Cal), back doubler (VO), extender doubler (VF) on top of top plates and flush to inside edge of top plate extending (VF) 3 past the back stud. (VH) should be past the front stud by 15 V2 Nail with (2) 3" nails through the top plates at each stud location. Follow Steps 3C through 3D for applying wall panels. The last panel on extended wall will be the 23 1/16" X 84" panel, which will extend past the last stud by 3 19 9/16 FRONT 15 1/2' 1.3 WALLS Use these parts with the parts on page 9. TK 4 —Wall Studs 2X4X80 W SP 4 &Bottom Plates 2X4X48" VF 2— Doubler 2X6X48" 2 —Wall Panel 3/8X48X84" 15' 3 1/O X48' 20342 6/8' WONT WE WM.t ac¢xQ1 12' 2 %4— 19 9/16" 12 RAFTERS FOR L EXTENDED HUTS A As in steps 6A, 6B, and 6C, assemble 2 additional rafters with gussets on both sides. For each extender addition to the Basic 12x12 you will have an additional 2 rafters with gussets on both sides. (12x16 8 total) (12x20 10 total) (12 X 24 12 total) One of these additional rafters will have a collar tie as shown in detail 6C. In addition, 2 rafters will be assembled with a Gusset on one side only. I_ 24" 24' U 1'� I! 1 11 X11 11 11 111:��. 24" As in steps 6E and 6F, erect and secure rafters to top plate doublers. Rafters with single gussets will be used at either end of the building with the gusset positioned to the inside of the building. The collar tie rafters will be placed at the 3" 5` and 7 positions. 1 1 24" Add gable ends and fascia as shown in steps 7A through 7G. 12'x16' Extended Side Wall 1 24" PAGV 24 24 IT RAFTERS FQ 2— Fascia TQ 4— Rafter KB 1-- Collar Tie 4— Gusset 11 1 24' NAIL PATTERN 12B As in step 6D, place the dimensions as shown On the top plate doubler of the sidewall of The building. On the opposite side of the Building, mark the same dimensions, starting From -t e_backwall to correspond with the first Side. For each extender addition, the 23 1/16" stud spacing will be to the rear of the building. –23 1/16' (I 11� 1 1 X3X48" 2X4X82 11/16" 1X4X72" 3/8X8X84" 2. 11 I II lIllI Tl 'fIT r( 24' 24' 24' 24' 24' 24' 24' 23 1/16'— 13� (HC7 1T11111 T11 1 Roof Panels for Extended Building OPTIONS AVAILABLE )PTIONAL VINDOW, SHUTTERS ND FLOWER BOX ACKAGE )PTIONAL ;UPOLA PACKAGE )PTIONAL VEATHER VANE 12D Add gable ends and fascia as shown in steps 7A through 7G. (Hc7 1 1 1 T 1 1 ROOF FASCIA (F°' 1 1 1 1 11 2 —Roof Panel 3/8X48X48" 2 —Roof Panel 3/8X48X36" 13A As in steps 8A, 8B, and 8C, apply the roof panels as shown. Additional extenders are added in 4' increments. At this point, resume construction at step 9. Page 20 M 1 "1 1 1 1 1 1 1 1 T 1 1 1 11 1 1 1 1 1 1 1 11 FINISHING TOUCHES TO MATCH YOUR LANDSCAPING (NOT INCLUDED WITH BUILDING KIT) Please follow the manufacturer's instructions and safety tips when using finishing products. (NO INCLUDED WITH BUILDING KIT). The following steps are the basic outline for installing Drip Edge, Shingles, Caulk, Paint or Solid Colored Stain and Vents and for maintaining your building so that it will las for many years. INSTALLING VENTS(RECOMMENDED) 11 -A Recommended Vent positioning is one Vent near front on Side Wall and one Vent in higher vocation on Rear Gable Panel However, the Vents can be placed at your discretion. Holes need to be cut through Wall Panels or Gable Panel. The dimensions are slightly smaller than the Vent because you need to screw around the perimeter of the Vent to install. Once positons are determined and holes are cut, screw with 3/8" 95cm) screws. INSTALLING DRIP EDGE(RECOMMENDED) 12 -A Install Drip Edge to outside edges of Roof Panels, overlapping pieces by 1 "(2.5cm). You may need to use more than one piece if it does not span the whole distance. Once Drip Edge is in place, nail or screw with 3/4 "(1.9cm) nails every 8 "(20cm). With the sides completed, install Drip Edge to Gable End Use one piece to start and flush it to the bottom of the side Drip Edge. Nail in place, even though it will extend off the roof. Once in place, snip bottom half of Drip Edge at Peast and bend over onto other side of Gable as shown. You may need to use two pieces. Overlap pieces by 1 "(2.5cm). Once Drip Edge is in place, nail or screw with 3/4 "(1.Scm) nails every 8 "(20cm). REQUIRED INSTALLING SHINGLES 13 -A Using four nails per shingle, nall as shown in drawing. Drive nails straight so that the nail head is flush with,but not cutting into shingle surface. Follow illustrations to apply Shingles to your Building. 13 -B After completing shingling your building, remove any overhanging, excess shingles by cutting them off with utility knife. 13-C To cover the Peak of your building, cut strip Shingles Into individual pieces by dividing at cutout as shown. Bend each piece over the Peak and nail 5 -7/8" (14.9cm) above the butt edge and 1 "(2.5cm) in from each side, exposing each piece 5 -1/8" (13cm) to the weather. Asphalt or Fiberglass Shingles Needed for Roof 12'x12' 7 Bundles 12'x16' 9 Bundles 12'x20' 11 Bundles 12`x24' -13 Bundles 026 REQUIRED PAINTING CAULKING 14 -A Use Acrylic Latex Caulk that is patntable. Caulk at all horizontal arid vertical seams, between the Trrn and Walls, and all around the Door Trim. Use 100% Acrylic Latex paint to paint your building. When painting your building, there are a few key areas that can be easily overlooked that need to be painted: under the trim on the doors and under the corner trine as indicated in the illustration by the paint brush icon. It is very important that the whole outside of building is covered with paint, including places that you would not be able to see but are exposed to the elements, like the inside and top of the doors and the bottom edge of all siding. NAIL INSPECTION After assembly is finished, check the entire building inside and out for any protruding nails. Pound any protruding nails into the wood or cut them off flush. pORT,k o Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Owner DEPAOLO, CHRIS J /TERILYN 1140 CRAIG AVE PORT ANGELES (360) 417 -9170 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date WA 98362 Qty Unit Charge Per 1.00 50.0000 ECH ME -WOOD BURNING APPL. Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Grand Total 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 ord ances governing this type of work will be complied with whether specified herein or not. The granting of a perm' does not presume t► g' e authority to violate or c• cel the provisions of any state or local law regulating construction or the performance of con re of Contractor or Authorized Agen Date Signature of Owner (if owner is builder) Date T• \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 05- 00001055 496265 1140 CRAIG AVE 06-30-14-5-4- 0407 -0000- MECHANICAL APPL. PERMIT RS9 RESDNTL SINGLE FAMILY 2500 Contractor 50.00 50.00 .00 .00 .00 .00 50.00 50.00 .00 Date 10/26/05 THURMANS SUPPLY 1807 EAST FRONT STREET PORT ANGELES WA 98362 (360) 457 -8591 MECHANICAL PERMIT PELLET STOVE INSERT 63867 50.00 Plan Check Fee .00 10/26/05 Valuation 0 4/24/06 Extension 50.00 .00 .00 .00 KEE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING SEPA ESA- SHORELINE- PLANNING DEPT. SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R W. PW/ ENGINEERING 417 -4807 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 f!� Z.2/ i BUILDING BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES 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. P PERMIT CARD AND APPROVED PLANS AT JOB SITE. r \l,-,\1 1 07 15 budding oerrnit inspection recor PREPARED 11/02/05, 12:56 51 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR• JAMES L LIERLY DATE 11/02/05 ADDRESS 1140 CRAIG AVE SUBDIV: CONTRACTOR THURMANS SUPPLY PHONE (360) 457 -8591 OWNER DEPAOLO, CHRIS J /TERILYN PHONE (360) 417 -9170 PARCEL 06-30-14-5-4- 0407 -0000- APPL NUMBER 05- 00001055 MECHANICAL APPL. PERMIT PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MECHANICAL FINAL 11/02/2005 12 54 PM JLIERLY 11/02/2005 12 54 PM JLIERLY COMMENTS AND NOTES