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1011 Walker St - Building
Electrical Permit 1011 Walker St 12 -885 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN i-- `0 /1/ FINAL s�`ll /ji COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc T -stat new furnace Owner STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Permit Additional desc Permit Fee Issue Date Expiration Date CA 95831 Qty Unit Charge Per 1.00 56.0000 ECH EL- LVT- THERMOSTAT Fee summary Charged Permit Fee Total Plan Check Total Grand Total RS11 RESDNT SINGLE FAMILY 0 12- 00000885 727630 1011 WALKER ST 06-30-01-8-2- 0310 -0000- ELECTRICAL ONLY ELECTRICAL NEW RESIDENTIAL 56.00 7/17/12 1/13/13 56.00 .00 56.00 Contractor PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 Date 7/17/12 AIR FLO HEATING CO INC 221 W. CEDAR SEQUIM WA 98382 (360) 683 -3901 (0,13 3 t`2I Paid Credited Due 56.00 .00 56.00 Plan Check Fee Valuation .00 .00 .00 .00 0 Extension 56.00 .00 .00 .00 Date: REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) 0 OD CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 1 Plan Review May o Bee Requik was Complete Electrical Plan Review Information Sheet Job Address: WW Building Square Footage: Description of above 0 •d Owner Inform n Name: PAW E KUChri h Mailin Address: Po 131 1 Cit _h VI AA State: 1._k_.. Zip: AS -3--1- 'Y Phone: 1- So u Fax: License if Exp. Item Service/Feeder 200 Amp. Service/Feeder 201.400 Amp. ServicelFeeder 401 -600 Amp Service /Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit WI Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Branch Circuits 1-4 Temp. Service! Feeder 200 Amp. Temp. Service/Feeder 201.400 Amp. Temp,Ser-viselFeeder 491 -800 Amp: Temp. ServioelFeeder601 -1000 Amp PortaltoPortal Hourly Signal Circuit/ Limited Energy 18 2 Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat Note: $5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft Each Additional 500 Square F1. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub ILSE EB9 09E r,/ 1 2 Single Family Dwelling Unit Charn 120.00 146.00 205.00 262.00 373.00 5.00 63.00 5.00 75.00 93.00 110.00 148.00 168.00 96.00 64.00 120.00 102.00 56.00 120.00 40.00 74.00 110.00 Dated: Contra r foanation Name: Ai It 1-to 14aW& Making Address: 3.2.( "J.. CC ORAL 57 City: a Stale: Zip: Phone: o% Fax: License iIExp. F11-4e C. 9tC RECEPE-1,/ 16 2112 PI KRIM IINBRICIfftg 01A1 Total IOW Multiplied by Unit Charnel 54. 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, I hereby certify that l 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. Signa of owner electrical contractor or electrical administrator: cash Check CreditCardi Old 21Id WdDE:1 2102 21 InC Electrical Permit 1011 Walker St 12 -622 INSPECTION TYPE DATE: RESULTS:', INSPECTOR: DITCH 5 SERVICE Z)121 1Z 4 rV 1347 ����'yy ROUGH -IN 1 z /r 6; W FINAL COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home Owner STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Permit Additional desc Permit Fee Issue Date Expiration Date CA 95831 Qty Unit Charge Per 1.00 120.0000 ECH EL -R -SQFT FIRST 1300 3.00 40.0000 ECH EL -R -SQFT ADDITIONAL 500 Fee summary Charged Permit Fee Total Plan Check Total Grand Total ?Icy 1 ELECTRICAL NEW RESIDENTIAL 240.00 5/21/12 11/17/12 240.00 .00 240.00 Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 12- 00000622 161284 1011 WALKER ST 06-30-01-8-2- 0310 -0000- ELECTRICAL ONLY RS11 RESDNT SINGLE FAMILY 0 Paid Credited Due 240.00 .00 240.00 Contractor PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Date 5 /21/12 KIRSCH ELECTRIC INC. P. 0. BOX 3396 SEQUIM WA 98382 (360) 683 -6819 a, et 65 Plan Check Fee Valuation .00 .00 .00 Extension 120.00 120.00 00 00 00 .00 0 Date: REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS INSPECTOR: DITCH 41131 A 1W SERVICE i/12 (17-- A -.TAP ROUGH -IN 7 f 7_ FINAL iO4/ (2-- %IQ ite. COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home Owner STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Qty 1.00 1.00 3.00 Unit Charge 64.0000 120.0000 40.0000 CA 95831 Per ECH ECH ECH Fee summary Charged Permit Fee Total 304.00 Plan Check Total .00 Grand Total 304.00 EL- SINGLE EL -R -SQFT EL -R -SQFT PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 12- 00000622 161284 1011 WALKER ST 06-30-01-8-2- 0310 -0000- ELECTRICAL ONLY RS11 RESDNT SINGLE FAMILY 0 304.00 .00 304.00 Contractor KIRSCH ELECTRIC P. 0. BOX 3396 SEQUIM (360) 683 -6819 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit Fee 304.00 Plan Check Fee Issue Date 5/21/12 Valuation Expiration Date 1/08/13 CIR LIMITED RES FIRST 1300 ADDITIONAL 500 Paid Credited Due .00 .00 .00 Date 7 /17/12 INC. WA 98382 be 5 C�6 .00 0 Extension 64.00 120.00 120.00 00 00 00 Date: REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) N CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street —P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Far (360)' 4/7 -4711 Date: 5 l Owner Information Name: n wan r oVt ura -+u- Mallin Address: (oar? ,skAretett t.tJo.. City: .4cra.►ra'1 fa State:. CA- zip' rl S 3 Phone; giro 3Yl 7,1 Fax: License Exp Item Unit Charge Service /Feeder 200 Amp. 120.00 Service/Feeder 201-400 Amp. $146.00 Service/Feeder401 -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 -400 Amp. 110.00 Temp. Service/Feeder401-600 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 Thermostat 56.00 Note: $5.00 for each additional T -Stat NEW CONetUCTJON ONLY: First 1300 Square Ft. 120.00 Each Additional 500 Square Ft. or Portion of 40.00 Each Outbuilding or Detached Garage 74.00 Each Swimming Pool or Hot Tub 110.00 ✓1 2 Single Family Dwelling ELECTRICAL INSPECTIONS /Z6 f�' Total Plan Review May Be Required, Neap Complete Electrical Plan Review lrlformaa Sheet Job Address: 141 I Wad 1 5—r Building Square Footage: Description of above o(SUO S -ef- Contractor Information Name; (kirsch F.tcdr,G ,fin c Mailing Address: Po L34< 339 City: rri/ n Statek Zip: 9`f.5.2 Phone: dn- 6Fra Iqf Fax: 34,0- 6E-3 -6 Fsf(GI License L Exp. II gty Total (qty Mukiplied by Unit Charge) 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 .si( months of last inspection. After reading the above statement. I hereby certify that 1 am the owner of the above named property or a licensed e contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Ch pter 296.468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Penult Applications. Signature of owner, electrical contractor or electrical administrator: 0 i Cash 0 Check EX t --f Credit Card 0)1 Dated: 5 0110112012 CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 7 Owner Information Name C aiLe MrA-2c Mailing Address: raj R City S' Cray e.1. State: C ,4-. Zip R s 37 Phone:R /lo -3tl 3514 Fats: License Exp. Item Unit Charne Service/Feeder 200 Amp, 120.00 SeMrce/Feeder 201.400 Amp. 146.00 Service/Feeder 401 -600 Amp 205.00 Service/Feeder 601 -1000 Amp. 262.00 Service/Feeder aver 1000 Amp. 373.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 63.100 Each Additional Branch Circuit 5.00 Branch Circuits 1.4 75.00 Temp. Service/ Feeder 200,Amp. 93.00 Temp. Service/Feeder 201400 Amp. $110.5)0 Temp. Servioe/Feeder401.600 Amp. 149. 0 Temp. Service/Feeder 601 -1000 Amp 168. 0 Portal to Portal Hourly 964 Signal Circuit/ IJmited Energy -1 2 Family Dwelling 64.00 Manufactured Home Connection 120,00 P,enewable Electrical Energy -SKVA System or Less 102.00 Thermostat 56.00 Note: $5,00 for each additional T -Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft 120.00 Each Additional 500 Square Ft. or Portion of 40.00 Each Outbuilding or Detached Garage 74.00 Each Swimming Pool or Hot Tub 110.60 1 2 Single Family Dwelling l gtf RECEVED JUL 12 2012 ELECTRICAL INSPECTIONS 0110112012 Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address 10 1 I W a, f Building Square Footage: Description of above Contra r Information Name :ll .11 OjC '7 Maili 'IA dress; 6 gi City: 0' State: u» Zip: h 38 Phon -d 3 ax• leo 68 &,'7 License Expl Total (Qty Multiplied by Unit Charge) kg; G cf. cL>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, I hereby certify that I 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, NEC., 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, electrical contractor or electrical administrator: Cub Chock [Yeelt Can't Dated: Ar 7-/o Building Permit 1011 Walker St 12 -134 PREPARED 12/17/12, 12:58:39 PROGRAM BP521L CITY OF PORT ANGELES APPLICATION PROPERTY ADDRESS STRUCTR PERMIT 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL REQ COMM: REQ COMM: INSPECTION HISTORY REPORT 0 /00 /00 THRU 0 /00 /00 ASSESSOR PARCEL NUMBER ALTERNATE ID INSPECTION 12 00000134 1011 WALKER ST 06- 30- 01 -8 -2- 0310 -0000- 063001820310 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL1 0001 BLDG FOUNDATION FOOTING 5/08/12 APPROVED REQ COMM: May 7, 2012 8:40:49 AM hcatuzo. REQ COMM: AM PLEASE. WILSON 670 -8062 RES COMM: May 8, 2012 10:23:44 AM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL2 0001 BLDG FOUNDATION STEM WALL 5/09/12 APPROVED REQ COMM: May 9, 2012 8:45:36 AM hcatuzo. REQ COMM: WILSON 670 -8062 RES COMM: May 9, 2012 4:28:54 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BFF 0001 BLDG FLOOR FRAMING 5/31/12 APPROVED REQ COMM: May 30, 2012 8:36:20 AM hcatuzo. REQ COMM: LUKE 775 -0912. UNDERFLOOR FRAMING RES COMM: May 31, 2012 8:37:26 AM pbarthol. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL9 0001 BLDG SHEARWALL. 6/21/12 APPROVED REQ COMM: June 21, 2012 9:16:14 AM hcatuzo. REQ COMM: 460 -7615 RES COMM: June 21, 2012 4:42:06 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BAIR 0001 BLDG AIR SEAL REQ COMM: RES COMM: July 13, 2012 3:51:04 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL3 0002 BLDG FRAMING RES COMM: July 17, 2012 4:10:52 PM jlierly. RESULT DATE /STATUS INSPECTOR 7/13/12 APPROVED 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL3 0001 BLDG FRAMING 7/13/12 DISAPPROVED RES COMM: July 13, 2012 3:49 :34 PM jlierly. RES COMM: Brace chimney framing on all sides to prevent over RES COMM: turn /supply truss package details and brace per SCSI manual/ RES COMM: ok to insulate recall when ready /j11 7/17/12 APPROVED 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BLI 0001 BLDG INSULATION 7/17/12 APPROVED REQ COMM: July 17, 2012 8:53:14 AM hcatuzo. REQ COMM: 461 -2015 RES COMM: July 17, 2012 4:10:52 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL FFNL 0001 FIRE FINAL 10/17/12 APPROVED REQ COMM: October 17, 2012 8:53:10 AM jpatters. REQ COMM: Fire final RES COMM: October 17, 2012 8:54:09 AM jpatters. RES COMM: Fire final 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL PW99 0001 PUBLIC WORKS FINAL 10/19/12 APPROVED. REQ COMM: October 19, 2012 12:49:44 PM rvess. RES COMM: October 19, 2012 12:49:59 PM rvess. BL99 0001 BLDG FINAL 10/23/12 APPROVED October 23, 2012 9:59:39 AM pbarthol. JASON 461 -2015 PAGE 1 JLL JLL PB JLL JLL JLL JLL JLL JP RV JLL PREPARED 12/17/12, 12:58:39 PROGRAM BP521L CITY OF PORT ANGELES APPLICATION PROPERTY ADDRESS INSPECTION HISTORY REPORT 0 /00 /00 THRU 0 /00 /00 ASSESSOR PARCEL NUMBER ALTERNATE ID PAGE 2 STRUCTR PERMIT INSPECTION RESULT DATE /STATUS INSPECTOR 12 00000134 CONTINUED REQ COMM: CALL 1ST SO HE CAN UNLOCK THE HOUSE. RES COMM: October 23, 2012 4:36:58 PM jlierly. 000 000 ME 00 MECHANICAL PERMIT ME1 0001 MECHANICAL ROUGH -IN 7/13/12 APPROVED JLL REQ COMM: July 13, 2012 8:37:16 AM hcatuzo. REQ COMM: JASON 461 -2015 RES COMM: July 13, 2012 3:51:04 PM jlierly. 000 000 ME 00 MECHANICAL PERMIT ME4 0001 MECHANICAL WOOD STOVE /PEL 7/13/12 APPROVED JLL REQ COMM: July 13, 2012 8:38:45 AM hcatuzo. REQ COMM: CHIMNEY. RES COMM: July 13, 2012 3:51:04 PM jlierly. 000 000 ME 00 MECHANICAL PERMIT ME99 0001 MECHANICAL FINAL 10/23/12 APPROVED JLL REQ COMM: October 23, 2012 10:00:21 AM pbarthol. REQ COMM: JASON 461 -2015 REQ COMM: CALL 1ST SO HE CAN UNLOCK THE HOUSE. RES COMM: October 23, 2012 4:36:58 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL5 0001 PLUMBING BUILDING SEWER 5/17/12 APPROVED JLL REQ COMM: May 17, 2012 8:39:33 AM hcatuzo. REQ COMM: ANDY. AM REQUESTED 808 -2447 RES COMM: May 17, 2012 4:22:25 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL6 0001 PLUMBING WATER SUPPLY 5/18/12 APPROVED JLL REQ COMM: May 18, 2012 8:32:31 AM hcatuzo. REQ COMM: DENNY 808 -2447. ASAP. RES COMM: May 18, 2012 3:56:28 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL2 0001 PLUMBING ROUGH -IN 6/28/12 APPROVED JLL REQ COMM: June 28, 2012 8:52:18 AM hcatuzo. REQ COMM: MIKE 477 -9395 RES COMM: June 28, 2012 4:49:34 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 10/23/12 APPROVED JLL REQ COMM: October 23, 2012 10:00:57 AM pbarthol. REQ COMM: JASON 461 -2015 REQ COMM: CALL 1ST SO HE CAN UNLOCK THE HOUSE. RES COMM: October 23, 2012 4:36:58 PM jlierly. 000 000 SSHU 00 SANITARY SEWER HOOK UP PW2 0001 PUBLIC WORKS SEWER CONNEC 5/18/12 APPROVED REQ COMM: May 24, 2012 12:30:52 PM rvess. RES COMM: May 24, 2012 12:31:16 PM rvess. RV Contact person: 06, ■(DSS 3 Phone: iip) Leer n S(.e Property owner: 'e ,3 C/W C ir\l {a -trA- o Multi- family Phone: (90 L2) 1 357/4 Property owner's mailing address: uV 'nen`ro U2-'61 U2-'61 GL=i `�1 tt,rfsid--e_ t✓() 5 g ?i,I Contractor's business name: (k i lc(ev 5 L1.-C- (or property owner's name if he /she is doing /overseeing the work) Parcel# O��l�Zv Phone: (3 (30 Leg 5---81S Contractor's mailing address: Po Lox 1 Sect V inn w9 ei Z- Lot# /i Contractor's L &I license number: SPAL ik `o` 1b Expiration date: O b1 1).1 20\2_ Project Address: 011. WA L Slater, PONT R.MoE 3 Project Type: UResidential D Commercial o Industrial o Multi- family Project Business Name: (for commercial, industrial, or multi family projects) Zoning: RS Parcel# O��l�Zv Lot# /i BUILDING PLUMBING MECHANICAL PERMIT APPLICATION LONG FORM (To be used for projects that require plan review.) 1 Date Receive Permit Please print in ink. Date Approved Approved by_jtc___, Credit card payments are accepted Mon -Fri 8 -5 pm (no American Express) Cash checks are accepted Mon -Thurs 8:30 -4 pm Fri 8:30 -12:30 pm City of Port Angeles Attn: Building Permit Technician 321 E. 5 St., Port Angeles, WA 98362 360 -417 -4815 fax: 360 -417 -4711 Hours: Mon through Fri 8 5 pm For Additiorjs New Structures also submit: If an architect or engineer drew the plans or calculations, include at least one "wet- stamped" set of plans and /or calculations. T:Forms /Building Division/Building /Plumbing /Mechanical Permit Application Long Form (Revised 2011) Pagel Complete only the portions of this permit that are relevant to your project. V Pay the plan check fee .(based on the valuation of the project) at the time of submittal Residential Pr jects submit: Two sets of plans* (including engineering calcs, geotech reports, etc. if applicable) Prescriptive Approach Simple Form (confirming conformance to the Energy Code) Commercial Projects submit: (i) Three sets of plans* (including engineering calcs, geotech reports, etc. if applicable) (1) Paperwork confirming conformance to the Energy Code For large projects, a pre construction meeting with various City department personnel is highly recommended. To schedule a pre construction meeting, contact the Planning Manager at (360) 417 -4750. Additional information may need to be submitted including: landscape plan, parking plan (including ADA spaces, ramps, etc.), utilities (existing proposed), curbs, sidewalks,; storm water.plan, etc. Site plan (8 1/2" x 11 showing all structures (existing proposed), setbacks, new driveways 4 Repair Solar Panels Miscellaneous: (explain the project) Addition: (explain the proiect and complete submit page 3) PLUMBING PERMIT: Check one: No Yes MECHANICAL PERMIT Check one: No Yes Page 2 of 4 (I) Project Valuation Maximum height of the new addition feet Project Valuation If yes, complete submit page 4 "Mechanical Changes" Remodel: (explain the project, including how the building space is currently being used and what the new, remodeled use will be) Project Valuation If the space will change from commercial to residential, submit: "Checklist Converting Commercial Space into Residential Space" New Structure: (explain the project and complete submit page 3) n net i 1 v 1 w t C e ti'(wr\cf (20 i KO C 11: t7.vA AN0 4 TONED GA(1, 6E'''! Maximum height of the new structure 2. 8 feet Project Valuation 2.40 4 C 8 Will there be ANY plumbing changes (items moved, added, replaced, or altered) If yes, complete submit page 4 "Plumbing Changes" Will there be ANYmechanical changes (items moved, added, replaced, or altered) Occupancy group of bedrooms Will a lawn sprinkler system be installed? NO Occupant Toad of full baths Will a fire sprinkler system be installed? yE Construction type I wooLL F/(pMC of half baths *Homeowner: If you will be doing overseeing the work, then the project valuation will be determined by doubling the cost of materials, to reflect the value the repair adds to your property. Cost of materials x 2 Project Valuation 1 have read and completed this application and know it 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, and to obtain permits prior to working on projects. Date 1 I I L I ZOCZSignature b0.6-6/114,,,S' Print Name SY exe.A -n-i Sf Floor Areas Existing square New square Price per new footage footage isquare foot Basement x 1s Floor I 9 C gS /25,660 2nd Floor 3 I to g 69 .360 3rd Floor Garage ___J 016_ 3 0 20,4 Y0 Carport Covered Porch S 9 i 2- 7 0 S Deck 30" high)* Deck ass ilun(S 30" high`) 3 SS I /26 6 Shed Other Other *Walking surface of the deck above ground Does the project include a new driveway? If yes, what will the driveway be made of? Does this project include a new parking pad? If yes, what will the parking pad be made of? Page 3 of 4 Remodel project valuation TOTAL VALUATION 2 90 163 For residential building projects the minimum square foot valuation we accept is: Dwelling $85.00 per sq. ft. garage /utility /misc.structure $30.00 per sq. ft. porch /deck /carport $12.00 per sq. ft. LOT COVERAGE SITE COVERAGE Lot coverage is the amount or percent of ground area on which buildings are located. It includes: houses, garages, carports, covered patios, cantilevered portions of buildings, roof overhangs that are longer than 30- inches, uncovered decks or porches having walking surfaces higher than 30- inches off the ground, etc. Total footprint of structure; 2 6 I I sq. ft. lot size 2 S 7 9 i' I sq.ft. Lot coverage 1 11 q Site Coverage is the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see Port Angeles Municipal Code 17.94.135 for exemptions) ,byes o no )(cement asphalt gravel other (NOTE: 18 feet is the recommended minimum driveway length for residential projects) yes no cement o asphalt o gravel o other a) Total footprint of structures )4C, 71 sq. ft. (existing new) b) Total concrete, asphalt, other impervious surfaces 1 3 42 sq. ft. (existing new) c) Add lines "a" "b" above to get the total impervious "1 sq. ft. (existing new) Total impervious 901 3 sq. ft. .lot size 1 8 S 7 9 sq. ft. Site coverage 21 6 PLUMBING CHANGES Check "No" or "Yes" (and enter quantities) for each line item. Type Sink (hand, mop, floor etc.) Toilet Bathtub Shower Washing Machine Hot Water Heater Water Line (meter to structure) Re -plumb the structure Sewer Line Backflow Prevention Device Types: Beverage Machine Landscape Watering System Fire Sprinkler System 2 inch line Fire Sprinkler System 2 inch line Type Furnace, heat pump, or forced air unit s 5 tons Furnace, heat pump, or forced air unit 5 tons Ductless heat pump Wall (recessed) heater Baseboard heater Steffes room heater Wood- burning stove Pellet stove Radiant floor heat Gas fireplace or freestanding stove Gas cooking stove Propane tank set Gas line Boiler Clothes Dryer Ventilation fan (single duct) Hood &duct mechanical exhaust Ventilation system (not part of a heating or it conditioning system) Air handler Evaporative cooler (non portable) Page 4 of 4 Plumbing Changes No No No No No No No No No No No No No Please list all other planned plumbing changes or additions that aren;'t listed above. MECHANICAL CHANGES Check "No" or "Yes" (and enter quantities) for each line item. Mechanical Changes No Please list all other planned mechanical changes No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity No Yes Quantity Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes (Moved, Added, Replaced, or Altered Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity (Moved, Added, Replaced, or Altered) Quantity No Yes Quantity No Yes Quantity No Yes Quantity or additions that ar listed above. SCALE 1=20.00' PARCEL 063001-820310 LOT 11, PLAT VOL. 15, PG. 65 A Option: Glazing Area Floor Glazing U-Factor boor U- Factor Ceiling C III e ng W all A Grade Wall a Inter Below Grade Walt Exterior Below Grade Floor 'Slab. can Concrete Vertical Overhead III Unlimited 0.30 0.50 0.20 R -49 or R-38 adv R-38 R -21 int II R -21 TB R-10 R-30 U =0.029 R-10 2' CITY c V TdIAENT Site Information: Lot: 4 W A LJCE (L ESTATES PLAT Address 011 WALKER, ET (LtEt City: Qbr State: \A) Zip: c6-L Contact: �S i gui Lo ;!td C/acm, GA/4s Phone: LblQ°) LOVj FISi.i Phone 2: C 3 60) 1 99 o FAX: L2 (4.0 k 1 121 PRESCRIPTIVE APPROA SIMPLE FORM For the Washington State Energy Code (WSEC) 2009 Edition Climate Zone 1 it Building Department Use Only: Permit k k;JC Notes: WSEC Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR SINGLE FAMILY RESIDENTIAL OR DUPLEX CLIMATE ZONE 1 (Unlimited Glazing Option Only) This Project complies with the following: The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be installed per unit for ornamental, security, or architectural purposes. Location of the door taking this exception: 1N1 000( t/ 602.6 Exception 2. If a door is mostly glass, it should meet;the requirement of the vertical glazing U- factor listed above. Location of the door(s) taking exception: 11 The project is a single- family residence or duplex. 1 The project is a wood frame OR all of the insulation is interior or exterior of the framing. AI All building components meet the requirements listed above. The project will meet all other provisions of the WSEC and VIAQ. Type of Heat Source: ELF Fart—JO AIR) W T/V //EAT PUPA P x R.13 NEie'C P'c m P uJ lTu 'II VA NIA B t.E saw Am IIANocuu) T :Forms/Building Division/Prescript re Approach Simple Form 1 SCALE 1 20.00' PARCEL 063001- 820310 LOT 11, PLAT VOL. 15, PG. 65 Option Glazing Area of Floor Glazing U- Factor Door 9 U-Factor z Ceiling Vaulted 3 Ceiling Wall 1 z Above Grade Wall int a Below Grade Wall ext Below Grade 5 Floor Slab on Grade Vertical Overhead" Super- Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation R-49 or Efficient Water Heating R -21 R -21 6 Small Dwelling Unit R -10 0 13% 0.34 0.50 0.20 R -38 R -38 Int. 7 TB R -10 R -30 2' Adv. R-49 or R -21 R -21 R -10 0 II 25% 0.32 0.50 0.20 R -38 R -38 R-10 R -30 2' Adv. R-49 or R -21 R -21 R -10 OIII Unlimited 0.30 0.50 0.20 R -38 R -38 R-10 R -30 2' Adv. la High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super- Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Steve Marie Murata,: 1011 Walker: Street Port Angeles,, a.;98363 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http: /www.energy.wsu.edu /code See WSEC table 6 -1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U- factor. Alternate heating size method submitted. Option I or II, Glazing to floor area limit (WSEC 602.7.2) Area weighted window, skylight or door U- factor (WSEC 602.7.2) As part of the heating system sizing calculation (IRC M1401.3 WSEC 503.2.2) Radiant slab: R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description Total Credits :Estes •Builders;(Rick Box 1377 Sequim,t�W a: -98382 *1200 kwh 1.0 1.00 El WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEP10 -010 Copyright 2010 21.0 6.51 120.0 36.00 28.0 8:68 9.0 2.79 32.0 9.28 6.0 1.74 45.0 13.05 60.0 17.40 84.0 24.36 7.5 2.18 16.0 4.96 16.0 4.96 16.0 4.64 21.0 6.51 7.0 2.17 15.0 4.35 10.0 2.90 20.0 5.20 20.0 4.40 One Exempt Swinging Door 24 Square Feet .1 3 6 20.0 21.0 6.51 120.0 36.00 28.0 8:68 9.0 2.79 32.0 9.28 6.0 1.74 45.0 13.05 60.0 17.40 84.0 24.36 7.5 2.18 16.0 4.96 16.0 4.96 16.0 4.64 21.0 6.51 7.0 2.17 15.0 4.35 10.0 2.90 20.0 5.20 20.0 4.40 Glazing Schedule Project Information Steve Marie Murata 1011 Walker Street Port Angeles, Wa. 98363 Exterior Doors Plan ID Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Component Description WSEC Prescriptive Worksheet (2010 Edition) 554 XO Slider Sliding 'XO'.Sl XO sl ide Fixed P:icturE Fixed Picture Fixed RicturE Fixed Picture` Fixed Picture Fixed': Picture` XO Siider: XO Slider.;. Fixed Picture X.OX Single:Hun Fixed Picture Fixed Picture Codel •fulLhght fibergl do Codel half light fiberglass do 0.310;; 0.300 0.310., 0.290`';:: 0.290 0.290::; 0.290 0.290 0290; 0310:: 0.310::;' 0.290 0.310 6.310 0.290 0.290 0.260::'' 0:220 Contact Information Estes Builders (Rick Gorss) P.O. Box 1377 Sequim, Wa. 98382 Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1 I 162.1 Door Percent Width Height Glazing Door Door Ref. U- factor Glazed Qt. Feet Inch Feet Inch Area Area UA Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U- factor Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U UA/Area 1 20.0 Glazing Area UA 553.5 162.08 0.29 WSUEEP10 -010 Copyright 2010 ROOM NAME Area (ft Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Laundry 90 1533 709 71 69 Kitchen 180 995 552 46 54 Dining 180 2601 1360 121 133 Guest Bed 140 1707 980 79 96 Closet 49 353 69 16 7 Master Bed Down 210 4972 3373 230 329 Guest Bath 140 846 344 39 34 Living 384 9575 3471 444 339 Master Bedroom 330 4650 2155 216 210 Master Bath 90 704 331 33 32 Loft 182 1620 861 75 84 Attic 117 RAn ire .1n wrightsoft° Load Short Form Entire House Air Flo Heating Co 221 West Cedar Street, Sequim, WA 98382 Phone: 360.883.7746 Fax: 360.683.3971 Project Information Make Trade Model ARI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat For Outside db °F) Inside db °F) Design TD °F) Daily range Inside humidity Moisture difference (grub) Murata (Estes) Design Information Htg 24 70 46 30 18 HEATING EQUIPMENT 0 HSPF 0 Btuh 47 °F 0 °F 1400 cfm 0.046 cfm/Btuh 0 in H2O Clg 76 75 1 M 50 15 Web: www.alrtloheating.com Method Construction quality Fireplaces wrighttsoft- Right Suites Universal 7.1.22 RSUO2757 /K CA $2003serverlcompany \Wrightsoft HVACIProJecb turata, Estes.rup Cale MJ7 Orientation S Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Infiltration Job: Date: May 20, 2004 By: COOLING EQUIPMENT Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Simplified Best 0 0 SEER O Btuh 0 Btuh O Btuh 1400 cfm 0.098 cfm /Btuh O in H2O 0.95 2012 Feb 0313:25.33 Page 1 Entire House d Other equip Toads 2087 30202 0 14354 0 1400 1400 Equip. 0.81 RSM 11627 Latent cooling 679 rrvrAr c ,,l1,11101 .i Ann 4AA :l 2087 12306 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft- Right- Suite® Universal 7.1.22 RSUO2757 AC %\2003servertcompany \Wrightsoft HVAC\Project\Murata, Estes.rup Calc MJ7 Orientation S 2012- Feb-03 13:25:33 Page 2 59 34.4 31.6 34.4 34.4 34.4 4.23 63 36.1 25.4 1 29.7 33.9 36.1 4.27 67 38.5 19.4 23.7 27.9 30.8 4.32 71 41.8 13.6 17.9 22.1 25.0 436 ARI Ratings for Trane 4TWR3042B1 Expanded Performance Table Page 1 of 2 f OD MODEL ID MODEL NOM CFM ARI REF 4TWR3042B1 TAM7A0C361131 1400 4563324 Published Date: 02/01/2012 COOLING PERFORMANCE AT INDOOR DRY BULB TEMPERATURES OD AMB ID WB TOT CAP 72 75 78 80 KW rn� 85 95 105 115 1225 1575 59 40.6 63 42.5 67 71 f 49.3 59 63 67 59 63 67 71 AIR FLOW RATE, CFM 45.5 38.5 40.4 43.2 71 i 46.8 44.3 34.4 28.0 36.5 1 32.5 38.2 263 40.8 20.2 32.3 22.0 26.3 30.5 1 33.4 3.10 16.1 20.4 r 24.7 I 27.5 3.13 33.4 37.4 27.1 31.4 21.1 I 25.4 15.3 19.6 14.4 38.7 j 40.6 36.0 30.5 24.5 18.7 USE THE FOLLOWING FACTORS TO COMPENSATE FOR DIFFERENT AIR FLOW CAPACITY MULTIPLIER f TOTAL POWER MULTIPLIER 0.98 1.02 ARI RATING FOR COOLING CFM CAPACITY (A) TEST 1290 42500 SEER 14.50 36.6 38.5 35.7 29.7 36.5 34.8 28.8 23.0 40.6 39.4 38.5 38.5 32.5 23.8 i 26.7 36.5 37.6 31.6 i 3.91 25.8 0.99 1.01 EER 12.00 3.04 3.07 3.44 3.47 3.50 3.54 3.83 3.87 3.95 A.R.I. Standard Capacity Rating Conditions A.R.I. STANDARD 210 /240 RATING CONDITIONS (A) Cooling 80 °F. D.B., 67 °F. W.B. air entering indoor coil, 95 °F. D.B. air entering outdoor coil. (B) High Temperature Heating 47 °F. D.B., 43 °F. W.B. air entering outdoor coil, 70 °F. D.B. air entering indoor coiL (C) Low Temperature Heating 17 °F. D.B. ,15 °F. W.B. air entering outdoor coil, 70 °F. D.B. air entering indoor coiL (D) Rated indoor airflow for heating is the same as for cooling. https: /www.comfortsite.com/ resources literature /ratings /4563324.html 02/03/2012 2 19.60 19.20 J 19.10 1 18.90 2.68 P 2.82 2.89 2.96 7 22.10 21.70 21.50 21.30 2.73 2.87 2.94 3.01 12 24.60 24.10 23.90 23.70 2.77 2.92 2.99 3.07 17 27.10 26.60 26.30 26.10 2.82 2.97 3.05 3.12 22 28.60 28.10 27.80 27.50 2.85 3.01 3.08 3.16 27 30.10 29.50 I 29.20 2900 i 2.89 104 112 119 32 31.60 1 31.00 30.70 30.40 2.92 3.07 3.15 3.23 37 34.10 33.40 33.10 32.80 2.96 3.12 3.20 3.28 42 38.10 37.40 37.00 36.70 3.04 3.20 3.28 3.36 47 42.10 41.30 40.90 40.50 I 3.11 3.28 3.36 3.45 52 44.60 i 43.80 43.30 42.90 3.16 3.33 3.41 3.50 57 47.10 46.20 45.80 4530 3.20 3.38 3.47 3.55 62 49.60 48.70 I 48.20 47.70 3.25 3.43 3.52 3.61 67 52.10 51.10 50.60 50.10 3.30 3.48 3.57 3.66 72 54.60 5160 53.00 5250 3.35 153 162 171 ARI Ratings for Trane 4TWR3042B1 Expanded Performance Table OD MODEL ID MODEL NOM CFM ARI REF 4TWR3042B1 TAM7A0C361131 1400 4563324 U,r At- HEATING PERFORMANCE AT INDOOR DRY BULB TEMPERATURE TOTAL CAPACITY MBH. OD AMB 60 70 75 80 USE TILE FOLLOWING FACTORS TO COMPENSATE FOR DIFFERENT AIR FLOW AIR FLOW RATE, CFM. I CAPACITY MULTIPLIER 1225 1575 Published Date: 02/01/2012 0.99 1.01 TOTAL POWER IN KILOWATTS 60 70. 75 80 .1 ARI RATING FOR HEATING https: /www.comfortsite.com/ resources literature /ratings /4563324.html TOTAL POWER MULTIPLIER 0.98 1.03 C CAPACrrY 47 COP 47 J CAPACITY 17 COP 17 IISPF f 1290 41000 1 I.. ......26400 I 2.64 8.50 A.R.I. Standard Capacity Rating Conditions A.R.I. STANDARD 210/240 RATING CONDITIONS (A) Cooling 80 °F. D.B., 67°F. W.B. air entering indoor coil, 95 °F. D.B. air entering outdoor coil. (B) High Temperature Heating 47 °F. D.B., 43 °F. W.B. air entering outdoor coil, 70 °F. D.B. air entering indoor coil. (C) Low Temperature Heating 17 °F. D.B. ,15 °F. W.B. air entering outdoor coil, 70 °F. D.B. air entering indoor coil. (D) Rated indoor airflow for heating is the same as for cooling. Page 2 of 2 02/03/2012 Date Application desc 2671 SQ FT SFR Owner Permit Additional desc Permit Fee Issue Date Expiration Date Permit Additional Permit Fee Issue Date Expiration 1.00 4.00 Permit Additional desc Permit Fee Issue Date Expiration Date 11.00 1.00 7.00 1.00 T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Qty Unit Charge 141.00 5.6000 desc Date Qty Unit Charge Print Name 14.8000 EA 7.2500 EA 7.0000 EA 7.0000 EA 7.0000 EA 15.0000 EA CA 95831 BUILDING PERMIT 2671 SQ FT SFR 1809.85 3/14/12 9/10/12 Per Qty Unit Charge Per 12- 00000134 841706 1011 WALKER ST 06-30-01-8-2- 0310 -0000- RES NEW SFR RS11 RESDNT SINGLE FAMILY 240468 Contractor BASE FEE THOU BL- 100,001 -500K MECHANICAL PERMIT NEW SFR 93.80 3/14/12 9/10/12 Per ESTES BUILDERS P.O. BOX 1377 SEQUIM SEQUIM (360) 683 -8756 RESIDENTIAL BASE FEE PL- PLUMBING TRAP PL -WATER LINE PL -DRAIN VENT PIPING PL -SEWER LINE (5.60 PER K) Plan Check Fee Valuation BASE FEE ME- FURN /HP /FAU.< OR 5 TON ME -VENT FAN (SINGLE DUCT) PLUMBING PERMIT NEW SFR 205.00 Plan Check Fee 3/14/12 Valuation 9/10/12 S S ESU,C Date 3/14/12 WA 98382 Plan Check Fee 1176.40 Valuation 240468 Extension 1020.25 789.60 .00 0 Extension 50.00 14.80 29.00 .00 0 Extension 50.00 77.00 7.00 49.00 15.00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION: Electrical Footings Stemwall PW Engineering 417 -4831 Foundation Drainage Downspouts Fire Piers 417 -4653 Planning Post Holes (Pole Bldgs.) 417 -4750 PLUMBING: FINAL Date Accepted b Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only_ T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: Accepted by Heat Pump/ Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA: ESA: SHORELINE: Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin. Li•hting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T•Fnrme /Rnilrlinn PP.rmit Application Number Other Fees T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application pin number Qty Unit Charge Per 1.00 7.0000 EA PL -WATER HEATER Page 12- 00000134 Date '841706 Special Notes and Comments February 14, 2012 3:01:38 PM rbecker. If the fire system is a closed system, you will need to install a double check valve assemble. if it is a open system you do not need a backflow assembly. If you have any questions call Ron Becker at 360 417 -4886, E- mail:rbecker @cityofpa.us or fax:360- 452 -4972 Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). February 17, 2012 10:16:59 AM sroberds. The proposal will result in a new sfr in the RS -11 for total lot cov of 14% and site coverage of 22 No land use issues anticipated. Electrical load calculations and electrical permits are required. All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. This permit is required for driveway construction. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417 -4831 Construct driveway to City Standards. Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417 -4831 Ditches 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. Fee summary Charged RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Paid Credited 770.00 2260.00 4.50 2260.00 Due Permit Fee Total 2108.65 2108.65 .00 .00 Plan Check Total 1176.40 1176.40 .00 .00 2 3/14/12 Extension 7.00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION: Electrical Footings Stemwall PW Engineering 417 -4831 Foundation Drainage Downspouts Fire Piers 417 -4653 Planning Post Holes (Pole Bldgs.) 417 -4750 PLUMBING: Building Accepted b Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date AIR SEAL: Walls Ceiling FRAMING: Joists Girders Linder Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: Accepted b Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA: ESA: SHORELINE: Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin. Lishting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 -4886 I T IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. P OST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T•FnrmcfRi iilriinn rlivicinn /Ri iilriinn Pprmit 4 r Page 3 Application Number 12- 00000134 Date 3/14/12 Application pin number 841706 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 8579.55 8579.55 .00 .00 Separate Permits are required forelectrical 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 has commenced, or if required inspections have not been requested within 180 days from the ,last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does n,, of presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Inspection Type Date Accepted By Comments FOUNDATION: Accepted By Footings Y. I a- SLR Stemwall t'' 1 Foundation Drainage Downspouts 417 -4831 Piers Fire Post Holes (Pole Bldgs.) PLUMBING: et/ifeir 5 /1'• 1 O Under Floor Slab [tli••��r♦ DIDINUMMINOVig Rough -In Water Line (Meter to Bld Gas Line Back Flow INater FINAL. Date Accepted by AIR SEAL: Walls i a 01K Ceiling FRAMING: Mite Joists Girders nder Flo. 30• 2' SheaLWall Hold Downs a. 'a• !r r Walls /Roo CeiliI. it 9 la. II Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab ftwarainimntc_ Wall Floor Ceiling MECHANICAL: Heat Pump/ Fumace FAU Ducts 1 I ar Rough -In Zi-A.,• Gas Line Pellet etria, IV Commercial Hood Duc s FINAL Date Accepted by MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA: ESA: SHORELINE: Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin. /Li•hting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T•Pr rmc /R1 nivicinn /R1 iirrtinn Parmit 0 dome IMO OP PORT No U N Wi Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Driveway and culvert RCP #12 -15 Owner STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Permit Additional desc Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total T:Forms /Building Division /Public Works Permit CA 95831 RIGHT OF WAY DRIVEWAY CULVERT 150.00 5/04/12 10/31/12 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 12- 00000537 872250 1011 WALKER ST 06-30-01-8-2- 0310 -0000- PUBLIC WORKS UTILITES RS11 RESDNT SINGLE FAMILY 0 Contractor Charged Paid Credited Date 5/04/12 JORDAN EXCAVATING INC 1826 GOLF COURSE RD PORT ANGELES WA 98362 (360) 452 -3270 150.00 150.00 .00 .00 .00 .00 150.00 150.00 .00 RCP #12 -15 Plan Check Fee .00 Valuation 0 Qty Unit Charge Per Extension 1.00 150.0000 ECH PW RW CONST EXCAVTION OTHER 150.00 Special Notes and Comments Ditches 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. EROSION SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK. CONTRACTOR RESPONSIBLE SURFACE RESTORATION. Due .0 0 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give aut to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature o n ra orized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO 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 BUILDING PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE T: Forms /Building Division/Public Works Permit Application Number 12- 00000134 Date 3/14/12 Application pin number 841706 Property Address 1011 WALKER ST ASSESSOR PARCEL NUMBER: 06-30-01-8-2- 0310 -0000- Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS11 RESDNT SINGLE FAMILY Application valuation 240468 Application desc 2671 SQ FT SFR Owner STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per Signature of Contractor or Authorized Agent T:Forms /Building Division /Public Works Permit CA 95831 DRIVEWAY INSTALLATION 180.00 3/14/12 9/10/12 BASE FEE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Contractor ESTES BUILDERS P.O. BOX 1377 SEQUIM SEQUIM (360) 683 -8756 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4" DROP IN Permit Fee 420.00 Issue Date 3/14/12 Expiration Date 9/10/12 Plan Check Fee Valuation Special Notes and Comments February 14, 2012 3:01:38 PM rbecker. If the fire system is a closed system, you will need to install a double check valve assemble. if it is a open system you do not need a backflow assembly. If you have any questions call Ron Becker at 360 417 -4886, /1 1 2, WA 98382 Plan Check Fee .00 Valuation 0 Extension 180.00 .00 240468 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 Permit SANITARY SEWER HOOK UP Additional desc Permit Fee 150.00 Plan Check Fee .00 Issue Date 3/14/12 Valuation 240468 Expiration Date 9/10/12 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Da Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. PW/ ENGINEERING 417 -4807 CONSTRUCTION R.W. PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 41,7- 4815 BUILDING T: Forms /Building Division/Public Works Permit PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. Application Number Application pin number Special Notes and Comments E- mail:rbecker @cityofpa.us or fax:360- 452 -4972 Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). February 17, 2012 10:16:59 AM sroberds. The proposal will result in a new sfr in the RS -11 for total lot cov of 14% and site coverage of 22 No land use issues anticipated. Electrical load calculations and electrical permits are required. All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. This permit is required for driveway construction. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417 -4831 Construct driveway to City Standards. Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417 -4831 Ditches 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. Other Fees Fee summary T:Forms /Building Division /Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 12- 00000134 Date 841706 RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited Permit Fee Total 750.00 750.00 .00 Plan Check Total .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 Grand Total 6044.50 6044.50 .00 3/14/12 770.00 2260.00 4.50 2260.00 Due .00 .00 .00 .,00 2 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. PW/ ENGINEERING 417 -4807 CONSTRUCTION R.W. PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 41-7- 4815 BUILDING T:Forms /Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. 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(360) 417 -0501 scott @zenovic.net s^. a°itii e Y. •Mtn s• 4 rw" w,. q�y5@fiF- ;De3i a Reslutts `r.MN -t '';r 'S.D toraHan ti, �11liowrellWt��. s^. a°itii e Y. ].'Ym••.+ ,rplF a 'I n x am uw++' t ohad� Coadhinaflan Member Reaction (lbs) 755 3 1/2" 2126 Passed (36 1.0 D 1.0 L (Alt Spans) Shear (lbs) 762 5' 6 1/4" 3238 Passed (24%) 1.00 1.0 D 1.0 L (All Spans) Moment (Ft-lbs) -1346 6' 6 1/4" 4242 Passed (32%) 1.00 1.0 D 1.0 L (All Spans) Live Load Defl. (In) 0.056 9' 9" 0.200 Passed (L/693) 1.0 D 1.0 L (Alt Spans) Total Load Deft. (In) 0.061 9' 9" 0.323 Passed (L/632) 1.0 D 1.0 L (Alt Spans) 1 FI 0 R T E w MEMBER REPORT 2ND FLOOR, CANT BEAM FOR BALCONY 1 piece(s) 4 x 10 Hem -Fir No. 2 0 All Dimensions Are Horizontal; Drawing Is Conceptual Overall Length: 9' 9" 0 Deflection criteria: LL (L/480) and TL (1/240). Overhang deflection criteria: LL (0.2 and TL (21/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 5 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. 1 Hanger on 9 1/4" DF beam 2- Stud wall DF 3.50" 5.50" Hangers 5.50" 1.50" 1.50" 147 418 681/ -109 1436 828/ -109 1854 See note 1 Bloddng Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. At hanger supports, the Total Bearing dimension is equal to the width of the material that Is supporting the hanger 1 See Connector grid below for additional Information and/or requirements. 0 1 Face Mount Hanger WS48 2.00" N/A 6 -10d common 4 -10d common 1 Uniform(PSF) 0to9'9" 5 10.0 rho 40.0 Residential Living Areas s;,s,.. �f8@115@f Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator System Floor Member Type Flush Beam Building Use Residential Building Code IBC Design Methodology ASD PASSED SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 7:40:41 AM Forte v3.5, Design Engine: V5.5.3.2 Page 1 of 1 Forte Software Operator Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 scott@zenovic.net R t (iii d� ®a ,oeanom All�wted� R t p�;wie oombi aua1,(IP ttern Pattern Member Reaction (lbs) 333 3 1/2" 911 Passed (37 1.0 D 1.0 L (All Spans) Shear (lbs) 282 1' 3/4" 1388 Passed (20 1.00 1.0 D 1.0 L (All Spans) Moment (Ft-lbs) 833 5' 3 1/2" 1917 Passed (43 1.00 1.0 D 1.0 L (All Spans) Live Load Defl. (In) 0.093 5' 3 1/2" 0.250 Passed (L/999 1.0 D 1.0 L (All Spans) Total Load Defl. (In) 0.117 5' 3 1/2" 0.500 Passed (1.1999 1.0 D 1.0 L (M Spans) T3 -Pro"' Rating NaN N/A iFORTE® 0 0 All Dimensions Are Horizontal; Drawing Is Conceptual MEMBER REPORT 2ND FLOOR, BALCONY JOIST PASSED 1 piece(s) 2 x 10 Hem -Fir No. 2 16" OC Overall Length: 10' 7" Deflection criteria: LL (L/480) and TL (1/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 10' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% Increase In the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. nrellablei 1 Hanger on 9 1/4" DF beam 3.50" 2 Hanger on 9 1/4" DF beam 3.50" H angt r 1 Hangers 1.50" 1.50" 71 71 282 282 353 353 See note 1 See note 1 At hanger supports, the Total Bearing dimension s equal to the width of the material tha Is supporting the hanger 1 See Connector grid below for additional Information and /or requirements. mpson 1 Face Mount Hanger 2 Face Mount Hanger W28 W28 1.50" 1.50" N/A N/A 8 -10d common 8 -10d common 6 -10d x 1 -1/2 6 -10d x 1 -1/2 1 Uniforn(PSF) 0to10'7" 16" 10.0 40.0 Residential living Areas Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator 0 System Floor Member Type Joist Building Use Residential Building Code IBC Design Methodology ASD SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 7:45:07 AM Forte v3.5, Design Engine: V5.5.3.2 Page 1 of 1 Forte Software Operator Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 Scott @zenovic.net ,�'L'�t�t��Lae� ®FORTES Drawing Is Conceptual MEMBER REPORT 2ND FLOOR, PROW Wall: CENTER Column 4 piece(s) 1 3/4" x 5 1/2" 1.55E TimberStrand® LSL Wall Height: 20' Member Height: 19' 7 1/2" Lateral deflection criteria: Wind (L/180) Axial load eccentricity for this design is 1/6 of applicable member side dimension. Applicable calculations are based on NDS 2005 methodology. The column stability factor (Kf 0.6) applied to this design assumes nailed built -up columns per 2005 NDS section 15.3.3. Also refer to the Weyerhaeuser Residential Wall Guide for multiple- member connection requirements. Top Dbl 2X 2X Doug Fir Doug Fir 1' System Wall Member Type Column Building Code IBC Design Methodology ASD 1 Point(lb) N/A 114 186 PASSED Tributary Width: 3' Top Base Dbl 2X 2X Doug Fir Doug Fir Angle Connectors Angle Connectors A23 A23 2 2 (8) 10d x 1 1/2" (8) 10d x 1 1/2" 1 Uniform(PSF) Full Length 3 27.9 ASCE/SEI 7 -05 Sec. 6.5.12.4.1: Exposure Category (D), Mean Roof Height (33 Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (100 mph), Importance Factor (1), Occupancy Category (II), Hurricane Prone Region (No), Effective Wind Area determined using full member span and trib. width. 2009 IBC Table 1604.3, footnote f: Deflection checks are performed using 70% of this lateral wind load. eyerhaBllsers` Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Bioddng Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 8:13:16 AM Forte v3.5, Design Engine Ver: V5.5.3.2 Page 1 of 1 #IL3`ANOwld ,�'L'�t�t��Lae� sx!' °lfl�d „�1�;� Slenderness 36 50 Passed (73 Compression (Ibs) 300 18356 Passed (2 1.15 1.0 D 1.0 S Plate Bearing (Ibs) 300 24063 Passed (1 1.0 D 1.0 S Lateral Reaction (Ibs) 821 1.33 1.0 D 1.0 W Lateral Shear (Ibs) 782 10582 Passed (7 1.33 1.0 D 1.0 w Lateral Moment (ft -Ibs) 4027 mid -span 9766 Passed (41%) 1.33 1.0 D 1.0 W Lateral Deflection (In) 1.31 mid -span 1.31 Passed (L/180) 1.0 D 1.0 W Bending /Compression 0.42 1 Passed (42 1.33 1.0 D 1.0 W ®FORTES Drawing Is Conceptual MEMBER REPORT 2ND FLOOR, PROW Wall: CENTER Column 4 piece(s) 1 3/4" x 5 1/2" 1.55E TimberStrand® LSL Wall Height: 20' Member Height: 19' 7 1/2" Lateral deflection criteria: Wind (L/180) Axial load eccentricity for this design is 1/6 of applicable member side dimension. Applicable calculations are based on NDS 2005 methodology. The column stability factor (Kf 0.6) applied to this design assumes nailed built -up columns per 2005 NDS section 15.3.3. Also refer to the Weyerhaeuser Residential Wall Guide for multiple- member connection requirements. Top Dbl 2X 2X Doug Fir Doug Fir 1' System Wall Member Type Column Building Code IBC Design Methodology ASD 1 Point(lb) N/A 114 186 PASSED Tributary Width: 3' Top Base Dbl 2X 2X Doug Fir Doug Fir Angle Connectors Angle Connectors A23 A23 2 2 (8) 10d x 1 1/2" (8) 10d x 1 1/2" 1 Uniform(PSF) Full Length 3 27.9 ASCE/SEI 7 -05 Sec. 6.5.12.4.1: Exposure Category (D), Mean Roof Height (33 Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (100 mph), Importance Factor (1), Occupancy Category (II), Hurricane Prone Region (No), Effective Wind Area determined using full member span and trib. width. 2009 IBC Table 1604.3, footnote f: Deflection checks are performed using 70% of this lateral wind load. eyerhaBllsers` Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Bioddng Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 8:13:16 AM Forte v3.5, Design Engine Ver: V5.5.3.2 Page 1 of 1 Forte Software Operator Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 scott@zenovic.net Top �••�'1•l.M w i g �..:Y i�k�atas rTE r.'z•'. ^f;4e �ya��t7w�.. Top 53 Yerd ®I Laad. 5 �Trib Mlidtih Faso) (L3� a 1 Point(lb) N/A 143 238 28399 �••�'1•l.M w i g �..:Y i�k�atas rTE r.'z•'. ^f;4e �ya��t7w�.. Top Dbl 2X Doug Fir Base 2X Doug Fir ,,SS •a.;, .as(dE `•t: `-4w�. tY A �x�,$�5'� 'f•iRe`r t ..t k .6id'ngf �.'!1>,Aw'E�... W fi���k y�y. h `?wii.•�.x*SM..F:.TyMY i w �y� y k�at^r 's"'k ?'?r ^n. .q G n- "fi�k`�'S'[F3:, Slendemess 29 50 Passed (58%) Compression (ibs) 381 28399 Passed (1 1.15 1.0 D+ 1.0 5 Plate Bearing (Ibs) 381 24063 Passed (2 1.0 D 1.0 S Lateral Reaction (lbs) 1068 1.33 1.0 D 1.0 W Lateral Shear (Ibs) 1005 10582 Passed (9 1.33 1.0 0 1.0 W Lateral Moment (ft -Ibs) 4172 mid -span 9766 Passed (43 1.33 1.0 D 1.0 W Lateral Deflection (in) 0.86 mid -span 1.04 Passed (1/217) 1.0 D 1.0 W Bending /Compression 0.43 1 Passed (43 1.33 1.0 D 1.0 W CFO R T E Drawing is Conceptual MEMBER REPORT 2ND FLOOR, PROW WALL MID COLUMN 4 piece(s) 1 3/4" x 5 1/2" 1.55E TinnberStrand® LSL Wall Height: 16' Member Height: 15' 7 1/2" Lateral deflection criteria: Wind (L/180) Mal load eccentricity for this design is 1/6 of applicable member side dimension. Applicable calculations are based on NDS 2005 methodology. The column stability factor (Kf 0.6) applied to this design assumes nailed built -up columns per 2005 NDS section 15.3.3. Also refer to the Weyerhaeuser Residential Wall Guide for multiple- member connection requirements. MlaX alnbl led +aettoth 1' ors: stm :,sup Top Base Dbl 2X Doug Fir RIa�Size` 2X Doug Fir Angle Connectors Angle Connectors A23 A23 2 2 (8) 10d x 1 1/2" (8) 10d x 1 1/2" System Wall Member Type Column Building Code IBC Design Methodology ASD 1 Uniform(PSF) Full Length 4' 9" 28.8 ASCE/SEI 7 -05 Sec. 6.5.12.4.1: Exposure Category (D), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (100 mph), Importance Factor (1), Occupancy Category (II), Hurricane Prone Region (No), Effective Wind Area determined using full member span and bib. width. 2009 IBC Table 1604.3, footnote f: Deflection checks are performed using 70% of this lateral wind load. Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator PASSED Tributary Width: 4' 9" SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 8:08:46 AM Forte v3.5, Design Engine Ver: V5.5.3.2 Page 1 of 1 BC COLUMN® 3.0 DESIGN REPORT US ASD 15' Build 440 Job Name: 12022 ESTES MURATA Address: City, State, Zip: PORT ANGELES, WA Customer: Code reports: WCLIB/WWPA Updated: Friday, March 09, 2012 08:26 Column in Wall Page 1 of 1 Boise Cascade 3" Load Summary Tag Description 1 5.5" 2 63 Bracing Top Both Base Elevation 15 -00 -00 14 -00 -00 00 -00 -00 Controls Summary Front -Back Defl. Col. Compression Col. Compression and Bending Slendemess Ratio Cautions Notes Disclosure Double 2 x 6 DFL #2 0" Column In Wall 1 Non Repetitive File Name: COLUMN Description: Specifier: Designer: SRH Company: ZENOVIC ASSOC. Misc: Load Type Start Conc. Pt. (Ibs) 15 -00 -00 Unf. Lin. (plf) 00 -00 -00 End 15 -00 -00 15 -00 -00 Sheathing Left -Right Left -Right Value LJ167 (1.078 n/a n/a 30.55 Live Dead 100% 90% 57 Allowable Duration 71.9% 1.4% 115% 92.0% 133% 61.1% 100% Snow Wind Roof Live 115% 133% 125% 95 63 Load Case 7 3 9 Design does not consider perpendicular to grain stress on the sill plate or other supporting member. A generic column cap was used in the analysis of the column. Make sure to install and size the cap. Design meets Code minimum (L/120) Total load deflection criteria. A metal plate or washer is required between the wood and bolt head and between the wood and nut. Nuts must be tightened to ensure that faces of adjacent laminations are in contact. The end distance must be between 7 and 8.4 times the Diameter of the bolt. The spacing between rows of bolts is between 1.5 and 10 times the Diameter of the bolt. 2 or more longitudinal rows of bolts are provided when the depth of a single ply is greater than three times the thickness of the member. BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only. The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232 -0788 before beginning product installation. BC CALL®, BC FRAMER BCI BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA -LAM VERSA- RIM VERSA -RIM PLUS VERSA STRANDTM, VERSA- STUD ALLJOIST® and AJSTM are trademarks of Boise Cascade, L.L.C. 'S`' Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 scott @zenovic.net fit t �•••/PPOI./V� .h'° w x a,.s "F A is It a u.. "4 r p k 18906 w. 1.0 D 1.0 L (All Spans) Shear (lbs) 1 Stud wall DF 5.50" 5.50" 1.50" 977 3150 4127 Blocking 2 Stud wall DF 5.50" 5.50" 1.50" 977 3150 4127 Blocking Forte Software Operator Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 scott @zenovic.net +sexa5'^` s ,,JC�,`Ia�ALCOmeloatlpo�)t x ^.c r,.• Dt:si9AaR .��,,r,s?Chrs!�I+oation z;:w *;`a F f.: b 1111oweA4R4ew1tw +sexa5'^` s ,,JC�,`Ia�ALCOmeloatlpo�)t "a' Member Reaction (lbs) 4127 4" 18906 Passed (22 1.0 D 1.0 L (All Spans) Shear (lbs) 3505 1' 7" 13118 Passed (27 1.00 1.0 D 1.0 L (All Spans) Pos Moment (Ft-lbs) 20313 10' 6" 32895 Passed (62 1.00 1.0 D 1.0 L (All Spans) Live Load Defl. (In) 0.568 10' 6" 0.678 Passed (1/429) 1.0 D 1.0 L (All Spans) Total Load Defl. (In) 0.745 10' 6" 1.017 Passed (1/328) 1.0 D 1.0 L (All Spans) r ®FORTE 0 All Dimensions Are Horizontal; Drawing is Conceptual Deflection criteria: 11 (1/360) and TL (1/240). MEMBER REPORT 2ND FLOOR, Floor: Drop Beam PASSED 1 pieces) 5 1/2" x 13 1/2" 24F -V4 DF Glulam Overall Length: 21' i1 Bracing (W): All compression edges (top and bottom) must be braced at 21' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. Critical positive moment adjusted by a volume factor of 0.98 that was calculated using length L 20' 4 The effects of positive or negative camber have not been accounted for when calculating dettectlon. The specified glulam Is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as Indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. 1 Unifonn(PSF) 0 to 21' 7' 6" 10.0 40.0 Residential living Areas 0 N ag r7WO 1 4 5 "1 34# r a fi cn ,m k t r �6t a`P' t Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product appiicatlon, input design Toads, dimensions and support information have been provided by Forte Software Operator System Floor Member Type Drop Beam Building Use Residential Building Code IBC Design Methodology ASD SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 8:28:16 AM Forte v3.5, Design Engine: V5.5.3.2 Page 1 of 1 Forte Software Operator Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 Scott@zenovic.net y s q ttY d Oesi m Rtasults sn ''A__Lilt!!1 1.00 '!y!owe y s q ttY d sc, tt s r "+.'w A- 'rk' rt;'+x' ra .5u =a4u •{;y11ppO ti011 tZ z�.' t!a Member Reaction (Ibs) 5220 13' 7" 18906 Passed (28 1.0 D 0.75 L 0.75 S (All Spans) Shear (Ibs) 4822 12' 7" 11733 Passed (41 1.15 1.0 D 0.75 L 0.75 S (All Spans) Pos Moment (Ft -Ibs) 17689 7' 4 1/2" 23244 Passed (76 1.15 1.0 D 0.75 L 0.75 S (All Spans) Live Load Defl. (In) 0.413 7' 1 3/8" 0.442 Passed (1/385) 1.0 D 0.75 L 0.75 S (All Spans) Total Load Defl. (In) 0.574 7' 15/16" 0.663 Passed (1/277) 1.0 D 0.75 L 0.75 S (All Spans) FORTE MEMBER REPORT 2ND FLOOR, DROP BEAM SUPPORTING FLOOR TRUSSES PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F -V4 DF Glulam 0 El All Dimensions Are Horizontal; Drawing Is Conceptual Overall Length: 13' 11" Deflection criteria: LL (L/360) and TL (1/240). Bracing (W): All compression edges (top and bottom) must be braced at 13' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L 13' 3 The effects of positive or negative camber have not been accounted for when calculating deflectlon. The specified glulam Is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as Indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. 0 1 Stud wall DF 2- Stud wall DF 5.50" 5.50" 5.50" 5.50" 1.50" 1.52" r 1488 1374 1583 2993 2319 2135 5390 6502 Blocking Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. 1 Unifonn(PLF) 2 Uniform(PLF) 0 to 5' 5' to 13' N/A N/A 90) 191.0 214.0 572.0 318.0 358.0 4 Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible bp assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator System Floor Member Type Drop Beam Building Use Residential Building Code IBC Design Methodology ASD SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 9:21:38 AM Forte v3.5, Design Engine: V5.5.3.2 Page 1 of 1 Forte Software Operator Job Notes Scott Headrick Zenovic Assoc. (360) 417 -0501 scott@zenovic.net :Re ut <Desip Res�ii fis��� ti f" x tlual,* iocaUon 3 �Aibwed :Re ut Com!`ii► boil' „j Member Reaction (Ibs) 4663 1 1/2" 6825 Passed (68 1.0 D 0.75 L 0.75 S (Ail Spans) Shear (Ibs) 3587 1' 1 1/2" 7466 Passed (48 1.15 1.0 D 0.75 L 0.75 S (All Spans) Pos Moment (Ft -Ibs) 10790 4' 10 1/2" 14792 Passed (73 1.15 1.0 D 0.75 L 0.75 S (All Spans) Live Load Defl. (In) 0.218 4' 10 1/2" 0.317 Passed (L/522) 1.0 D 0.75 L 0.75 S (All Spans) Total Load Defl. (In) 0.288 4'10 1/2" 0.475 Passed (L/395) 1.0 D 0.75 L 0.75 S (All Spans) .eFO R T E® 0 All Dimensions Are Horizontal; Drawing is Conceptual MEMBER REPORT MAIN FLOOR, GARAGE DOOR HEADER PASSED 1 piece(s) 3 1/2" x 10 1/2" 24F -V4 DF Glulam Overall Length: 9' 9" El Deflection criteria: LL (L/360) and TL (1/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L 9' 6 The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. 1 Unifonn(PLF) 0to9'9" N/A 223.0 595.0 371.0 Residential Living Areas 0 1 Trimmer DF 2 Trimmer DF 3.00" 3.00" J1Yailabe`�t 3.00" 3.00" 2.05" 2.05" 1131 1131 2901 2901 1809 1809 5841 5841 None None Btg981 Weyerhaeuser warrants that the sizing of its products wit! be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Btocidng Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design Toads, dimensions and support Information have been provided by Forte Software Operator System Wall Member Type Header Building Use Residential Building Code IBC Design Methodology ASD SUSTAINABLE FORESTRY INITIATIVE 3/9/2012 9:21:16 AM Forte v3.5, Design Engine: V5.5.3.2 Page 1 of 1 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE 2./ I2_ VP 1 J ROUGH -IN FINAL Ri (.2� j )2" I COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Temp Service Owner STEVEN AND MARIE MURATA 6287SURFSIDE WAY SACRAMENTO (916) 391 -3574 Permit Additional desc Permit Fee Issue Date Expiration Date CA 95831 ELECTRICAL TEMPORARY SERVICE 93.00 3/14/12 9/10/12 Qty Unit'Charge Per 1.00 93.0000 ECH EL -TEMP SRV 0 -200 SRV FDR Fee summary Charged Permit Fee Total Plan Check Total Grand Total 93.00 .00 93.00 Signature of owner or Electrical Contractor X G: \EXCHANGE \BOLDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 12- 00000278 047102 1011 WALKER ST 06-30-01-8-2- 0310 -0000- ELECTRICAL ONLY RS11 RESDNT SINGLE FAMILY 0 Contractor Paid Credited Due PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION KIRSCH ELECTRIC INC. P. 0. BOX 3396 SEQUIM (360) 683 -6819 93.00 .00 93.00 Plan Check Fee Valuation .00 .00 .00 Date 3/14/12 WA 98382 .00 .00 .00 .00 0 Extension 93.00 Date: REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 3 9 —1 ✓1 2 Single Family Dwelling Item Unit Charge Service/Feeder 200 Amp. 120.00 Service/Feeder 201-400 Amp. 146.00 x (L4- e,ei.c7 A Dated r MAR 12 2011 ELECTRICAL INSPECTIONS 0110112012 Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 1011 100.1 Kef S Building Square Footage: Description of above T)vi p Ser ✓i re_ Owner Information Contractor Information Name:S Ve. 4 Mare rilt,ll'A. Name: Krw G CM 1 Mailing Address: f• Sf 5LtricidC. U»,/ Mailing Address: P. 0 f o X r(a City Sac raniento State: CA Zip: Rs rt 31 City. frkii t r et-t State: 1,()a Zip: 45 Z Phone: Fax: Phone: o- LFt3 -6Wit Fax: E-ki-t«%I -tv us ptaa 5•e- License Exp. License Exp. kirsclie(cc r ic0sonai f. c o M Total (Qty Multiplied by Unit Charge] Service/Feeder 401.600 Amp 205.00 Service/Feeder 601 -1000 Amp. 262.00 Service/Feeder over 1000 Amp. 373.00 Branch Circuit WI 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 _I_ q 3, o o Temp. Service/Feeder 201 -400 Amp. 110.00 Temp. Service/Feeder401 -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 Thermostat 56.00 Note: $5.00 for each additional T -Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft. 120.00 Each Additional 500 Square Ft. or Portion of 40.00 Each Outbuilding or Detached Garage 74.00 Each Swimming Pool or Hot Tub 110.00 Q3.0 o 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, I hereby certify that I 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, electrical contractor or electrical administrator: Cash Check !Credit Card O71