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Home My WebLink About1302 P St - BuildingElectrical Permit 1302 P St 12 -1541 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN it 10 f )2_ ce 1 1 1 1 4 4 FINAL W3 COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Owner PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit Additional desc Permit Fee Issue Date Expiration Date Permit Fee Total Plan Check Total Grand Total WA 98225 Fee summary Charged 56.00 .00 56.00 12- 00001541 693007 1302 P ST 06-30-01-8-0- 0150 -0000- ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor ELECTRICAL ALTER RESIDENTIAL T -STAT 56.00 11/28/12 5/27/13 Qty Unit Charge Per 1.00 56.0000 ECH EL- LVT- THERMOSTAT 56.00 .00 56.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 INDOOR COMFORT SYSTEMS INC. 118 VIOLET MEADOWS ST. S. TACOMA WA 98444 (253) 539 -1424 Plan Check Fee Valuation Paid Credited Due .00 .00 .00 Date 11/28/12 .0 0 0 Extension 56.00 .00 .00 .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 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: l I t 13\1 1 2 Single Family Dwelling Plan Review May Be Required, Please Cmm.10 Plortrical_Plan Review Information Sheet Job Address: 130 3 P s� A1\c e s r W.A ci 63ib a Building Square Footage: I log to Description of above 1.. .3 \co 4 %t ■.q Ra s, d e,N c Owner Information Name: 9 A Vacirers \..:W (Kms Mailin Address: 10 S D ra-1 Peq e- City: e\1vri\n State: W A Zip: R 5 Phone: Fax: License Exp. Contractor Information Name: Zr Mailing Address: tt'?a Cote,* City: To-c.s State: 1*) Zip: a f% k4 4 Phone: Qs3- S39 -i'Fa4 Fax: X53- cttl License Exp. o cc-s uo S t 3 t Lt. Item Unit Charge (3yt Service /Feeder 200 Amp. 120.00 Service /Feeder 201 -400 Amp. 146.00 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 -400 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 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 Total (Qty Multiplied by Unit Charge) Sl 0 SZ,.vv 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 Dated: G 0110112012 Electrical Permit 1302 P St 12 -1498 INSPECTION TYPE DATE: .RESULTS: INSPECTOR: DITCH SERVICE 011ie 6, tfrii 2+ 2 /214 6 3 de �G P ROUGH -IN 1 k IPP 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 2236 sqft Owner PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit Fee Total Plan Check Total Grand Total WA 98225 Permit ELECTRICAL NEW RESIDENTIAL Additional desc 1 Permit Fee 200.00 Issue Date 11/14/12 Expiration Date 5/13/13 Fee summary Charged 200.00 .00 200.00 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- 00001498 823686 1302 P ST 06-30-01-8-0- 0150 -0000- ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 200.00 .00 200.00 Contractor A/C ELECTRICAL INC PO BOX 44465 TACOMA (253) 820-8612 Plan Check Fee Valuation Qty Unit Charge Per 1.00 120.0000 ECH EL -R -SQFT FIRST 1300 2.00 40.0000 ECH EL -R -SQFT ADDITIONAL 500 Paid Credited Due .00 .00 .00 Date 11/14/12 WA 98448 .00 0 Extension 120.00 80.00 .00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date: N tt\. DATE: PERMIT# I SPECTSR OWNER CONTRA OR A �L ML -E-Cr I e L I mac A ADDRESS ELECTRICAL INSPECTION WIRING REPORT 417 -4735 APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS 1 t s rl�tu 1L'F2 RECTIONS NEEDED: c� NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE /t1A),tu gv__Ou t (1 W.-24A 6r-c. I 7514 LOAD 5117 d An. E_ GFGZ) 62.c JJ' 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: ►t /141 1 2 Single Family Dwelling Plan Review May Be Reguired, Please Complete Electrical Plan Review Information Sheet Job Address: 130,E r. S4-reef Building Square Footage: 0236 Description of above mil;, cn 1roC �r Item Service/Feeder 200 Amp. Service/Feeder 201 -400 Amp. Service/Feeder 401 -600 Amp Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ 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. Service/Feeder 401 -600 Amp. Temp. Service/Feeder 601 -1000 Amp Portal to Portal Hourly Signal Circuit/ Limited Energy -1 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 Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Owner Information Name: K4 k- Thome, Mailing Address: 1 %O2 P S 4 Lo+ 15 City: rcr-+ fl ein State: Wcr Zip: 'P9362 Phone: Fax: License Exp Unit Charge 120.00 146.00 205.00 262.00 373.00 5.00 63.00 5.00 75.00 93.00 110.00 149.00 168.00 96.00 64.00 120.00 102.00 56.00 120.00 40.00 74.00 110.00 Contractor Information Name: Ale Clef 4444 me Mailing Address: 1p° 'I4'16M City: Vicok4x, Zip: e: w r 414V 8 Phone: x53.20 -66/2 Fax License /Exp. ACaL EX`t61 SF j /7 /2oiy Total (Qty Multiplied by Unit Charge) r�cz� 01/01/2012 2tti 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.1 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 91 Credit Card Applicant Information Permanent service: Name and address of party responsible for permanent service billing? Name: ga 1 711,1,1 Street: 1°302 P St red (o1 /S City State ZIP: po 4 P k k qp n 2. t Daytime Phone: Home Phone: Contact Information (if other than above) Name: Title: Site contact: Daytime Phone: Contractor: Name: i4 /c filer •u, b.c. Company: Daytime Phone: Electrician: Name: 1; K,;.,, Company: A. lc g tec,4,r, .re, ,Tit C Daytime Phone: 2S 1- 25 Excavator: Name: Company: Daytime Phone: Project Type Existing New ❑Multi-family residence; of units IT.Single- family residence Commercial Overhead service Underground service Project Information Street address lot number: ❑Subdivision; of lots ❑General service ElOther: Description of work: en o r i302 P s- creel Le+ i5 Nearest cross street: Desired connection date: Electrical transformer serving property is: g on a pole on the ground Electrical Load sq. ft. Main disconnect size: Zoo amps Total square footage: 2236 Voltage: K120/240 1ph ❑120/208 3ph ❑277/480 3ph 120/240 3ph 0480 3W 3ph Other Check all that apply: No Load Change Supporting Documentation ti] Standard residential loads (Lighting, refrigerator, dishwasher, washer) A/C ton) n Range /Oven Hot Tub ►4 Clothes Dryer n Heating Pumps Hp) roZI Water Heater Elevator Hp) Other Please provide a copy of the following: *Detailed plot plan (.dwg or .dxf format mandatory for subdivisions). *Electrical one -line drawing showing the service entrance panel and location. *Connected load data. *Size and locked rotor amps all otors over 50hp. Applicant's Signature: Date: JI /y1 /7.. Please complete and return to Public Works Utilities Department MAIL OR DELIVER COMPLETED FORM TO: 321 E 5TH STREET; PORT ANGELES, WA 98362 FAX TO: 360 417 -4711 Information form.xls N: \PWKS \LIGHT\ENGR\#Originals \Information form Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical inspector (360) 417 -4735 WS WF Revised 1 -15 -09 Electrical Permit 1302 P St 12 -1439 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH 11 ti `)Z SERVICE 11.)16/17_... r"1' q,t e V ROUGH -IN FINAL iZ he it qq$1 1�W COMMENTS: Owner Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Underground for service PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit Additional desc Permit Fee Issue Date Expiration Date WA 98225 Fee summary Charged ELECTRICAL NEW RESIDENTIAL 120.00 11/01/12 5/29/13 Qty Unit Charge Per 1.00 120.0000 ECH EL -0 -200 SRV FEEDER Permit Fee Total 120.00 Plan Check Total .00 Grand Total 120.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G:\EXCHANGE1BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 12- 00001439 Date 12/14/12 976909 1302 P ST 06-30-01-8-0- 0150 -0000- ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 120.00 .00 120.00 Contractor STRAITS ELECTRIC PO BOX 2914 PORT ANGELES (360) 452 -9104 Plan Check Fee .00 Valuation Paid Credited Due .00 .00 .00 WA 98362 .00 .00 .00 0 Extension 120.00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date: DATE: ali I 12.7 PERMIT tZ 14. 9$ INSPECTOR OWNE VA c C r1S 1-4, c,. CONTRACTOR L y 1 e-74- PL ADDRESS ELECTRICAL INSPECTION WIRING REPORT 417 -4735 APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: M.1ZTIZR. S 1-4141 L- Lc,ci W 1 k `T tai 1 E C .f G, tt a1t 612,ia -V1E- VA c.3 iN c_. ?,96 -Lag 2SO t QU C- 'GE 6,2_ c u tz_gm D c�J LTi j, l t�f S' im Sly ss_. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE Electrical Permit 1302 P St 12 -1439 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH Gd i Z SERVICE ROUGH -IN FINAL -W C1 2 1 4 0 1 W COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Underground for service Owner PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit Additional desc Permit Fee Issue Date Expiration Date WA 98225 Fee summary Charged Permit Fee Total Plan Check Total Grand Total ELECTRICAL NEW RESIDENTIAL 120.00 11/01/12 4/30/13 Qty Unit Charge Per 1.00 120.0000 ECH EL -0 -200 120.00 .00 120.00 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 12- 00001439 976909 1302 P ST 06-30-01-8-0- 0150 -0000- ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor STRAITS ELECTRIC PO BOX 2914 PORT ANGELES (360) 452 -9104 Plan Check Fee Valuation SRV FEEDER Paid Credited Due 120.00 .00 120.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION .00 .00 .00 Date 11/01/12 WA 98362 Extension 120.00 .00 .00 .00 .00 0 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING Date: DATED 1 PERMIT INSPECT OWNER CONTRACTOR G✓ i2p CAS ADDRESS /302 s-v- O• PORT 4, c' Nair ORKS 6 APPROVED NOT APPROVED 0/3)/Z., DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: ELECTRICAL INSPECTION WIRING REPORT 417 -4735 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE Oct 31 12 01:20p Straits Electric 3604520741 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: C J t Plan Review MF% Require¢„ P Job Address: Y Building Square Footage: Description of above Si PI Compl te.Electrical Plan Review Information Sheet Owner Information. P JL4 Name: Mailing Address: City: State: Zip: Phone: Fax: License #1 Exp, Item Service /Feeder 200 Amp. Service /Feeder 201 -400 Amp. ServicelFeeder 401.600 Amp ServicelFeeder 601 -1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W10 Service Feeder Each Additional Branch Circuit Branch Circuits 1-4 Temp. Service/ Feeder 200 Amp. Temp. ServicelFeeder 201.400 Amp. Temp. ServicelFeeder 401 -600 Amp. Temp. ServicelFeeder 601 -1000 Amp Portal to Portal Hourly Signal Circuit/ Limited Energy -1 2 Family Dwelling Manufactured Nome Connection Renewable Electrical Energy 5KVA System or Less Thermostat Note: S5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square FL Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Unit Charge 120.00 146.00 205.00 262.00 373.00 5.00 63.00 5.00 75.00 93.00 110.00 149.00 168.00 96.00 64.00 120.00 102.00 56.00 1 2 Single Family Dwelling Y �-N X\GW` L L $120.00 40.00 8 74.00 110.00 $_'otal 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 e above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electric. •tallation or alteration in compliance with the electrical laws, N. E.C., RCW. Chapter 19.28, WAC. Chapter296 46B, The City of Port An. -les M L 'al Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. nature ner, electrical contractor or electrical administrator: Dated: RECIEVELO OCT 31, 2012 ELECTICAL INSPECTIONS L"a`�T�i�.�l�r'itt Contractor Information Name: Mailing Address: City: State: Zip: Phone: License #lExp. STK -6- c 7 Z eci Total f u Unit Charge' Fax: Cash Check t Card N 01/0112012 p.1 dre- Fire Permit 1302 P St 12 -1374 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5`' Street, Port Angeles, WA 98362 Application Number 12- 00001374 Date 10/30/12 Application pin number 327296 Property Address 1302 P ST ASSESSOR PARCEL NUMBER: 06-30-01-8-0- 0150 -0000- Application type description FIRE SPRINKLER SYSTEM Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 3200 Application desc RESIDENTIAL FIRE SPRINKLER SYSTEM Owner Contractor PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 WA 98225 Permit FIRE SPRINKLER RESIDENTIAL Additional desc RES. OPEN SPRINKLER SYSTEM TRU -FLOW SYSTEMS 1551 E MESA VIEW LN PORT ANGELES WA 98362 (360) 452 -6983 Permit Fee .00 Plan Check Fee Issue Date 10/30/12 Valuation Expiration Date 4/28/13 Qty Unit Charge Per Extension 1.00 .0000 ECH FIRE INSPECTION RES SPRINKLER .00 Special Notes and Comments October 18, 2012 1:57:41 PM Jake Patterson. Fire Department Required.Inspections: 1. Sprinkler placement prior to sheet rock installation 2. Flow test: minimum 13gpm from 2 most remote heads 3. Alarm bell test EXTERNAL ALARM BELL REQUIRED. jp Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 .00 3200 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. .gnature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date Inspection Type Date Passed Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Completed by Contractor: Test #1 Piping pressure test psi Underground piping inspection /pressure test Above ground piping inspection/pressure test Time initiated Tank (container) inspection Test #2 Piping pressure test psi Appliance inspection Time initiated LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final FIRE PERMIT INSPECTION RECORD Call 360-417-4655 for fire 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 GENERAL COMMENTS: 2/15/00 Applicant Project Business Name Fire Alarm System Check all that apply Fire Sprinkler System Check all that apply FIRE-RELATED PERMIT APPLICATION CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 w "1" Property Owner A te c y�� Phone Property Owner's Address )302_ '3 Contractor j L -Ut,) jc.' r 5 Phone Contractor's Address -7 License /06 Expires )Z'- E -mail ri^� M PROJECT ADDRESS /3e, One addressable loop One zone Additional .zones List quantity of additional zones PROJECT VALUATION (labor materials) Briefly describe the pro ect: Installing backflow protection device(s)? /k(4 1- I '114•1707.1 +t- tJ 7 yes ifsno 7 r .5 5 <2 inch water line (list quantity of devices) >2 inch water line (list quantity of devices) PROJECT VALUATION (labor materials) Hood Duct Fire Suppression System Check all that apply Will only the fire suppression system be installed or altered? yes no Will a hood and /or ductwork be installed or altered? yes* o no If yes, a mechanical permit will also be needed. PROJECT VALUATION (labor materials) Residential Multi- family Commercial Industrial Briefly describe the project: For City Use Date Received /6 'try Permit p 74 Phone 3(000 /Residential Multi- family Commercial Industrial Residential Commercial Multi- family Industrial Briefly describe the project: I have read and completed this application and know it to be true and correct. 1 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/6 Print Name jTl� Signature T:Forms /Building /Fire related permit application PREPARED 4/01/13, 12:16:03 PROGRAM BP521L CITY OF PORT ANGELES APPLICATION PROPERTY ADDRESS STRUCTR PERMIT 12 00001374 INSPECTION HISTORY REPORT 0 /00 /00 THRU 0 /00 /00 ASSESSOR PARCEL NUMBER INSPECTION 1302 P ST 06-30-01-8-0- 0150 -0000- 000 000 FSPK 00 FIRE SPRINKLER RESIDENTIAL FPL 0001 FIRE PLACEMENT REQ COMM: November 20, 2012 4:0 RES COMM: November 20, 2012 4:10:37 PM jpatters. 000 000 FSPK 00 FIRE SPRINKLER RESIDENTIAL FFLW 0001 FIRE FLOW TEST REQ COMM: November 20, 2012 4:1 RES COMM: November 20, 2012 4:11:41 PM jpatters. 000 000 FSPK 00 FIRE SPRINKLER RESIDENTIAL FFNL 0001 FIRE FINAL REQ COMM: March 7, 2013 11:06:4 RES COMM: March 7, 2013 11:07:55 AM- dchastai. ALTERNATE ID RESULT DATE /STATUS 063001800150 11/20/12 APPROVED 9:39 PM jpatters. 11/20/12 APPROVED 1:19 PM jpatters. 3/07/13 APPROVED 1 AM dchastai. PAGE 1 INSPECTOR JP JP DRC Electrical Permit 1302 P St 12 -1248 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE 1A2/ I 0 I ROUGH -IN FINAL 1/lb hZ- 1.411 COMMENTS: Application Number 12- 00001248 Application pin number 736032 Property Address 1302 P ST ASSESSOR PARCEL NUMBER: 06-30-01-8-0- 0150 -0000- Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Temp power pole Owner PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit Additional desc Permit Fee Issue Date Expiration Date WA 98225 Fee summary Charged Permit Fee Total Plan Check Total Grand Total Contractor ELECTRICAL TEMPORARY SERVICE 93.00 9/25/12 3/24/13 93.00 .00 93.00 93.00 .00 93.00 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 STRAITS ELECTRIC PO BOX 2914 PORT ANGELES WA 98362 (360) 452 -9104 45 /514 Plan Check Fee Valuation Qty Unit Charge Per 1.00 93.0000 ECH EL -TEMP SRV 0 -200 SRV FDR Paid Credited .00 .00 .00 Date 9/25/12 Due .00 .00 .00 .00 0 Extension 93.00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date: Sep 24 12 09:38a Straits Electric 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: 9 a G. Owner Information Name: P rPrRTf 1 6-11Z Mailing Address: City: State: Zia Phone: Fax: License t Exp Item Unit Charge ServicelFeeder 200 Amp. S 120.00 Service/Feeder 201 -400 Amp. 146.00 ServicelFeeder 401-600 Amp 205.00 ServicelFeeder 601 -1000 Amp. 262.00 Service/Feeder over 1000 Amp. 373.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/0 Service Feeder 63.00 Each Additional Branch Circuit 5 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 /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 Thermostat 56.00 Note: $5.00 for each additional T -Stat NEW CONSTRUCTION ONLY: First 1300 Square FL $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 5110.00 egi 1 2 Single Family Dwelling Plan Review Mae Required, PI se Compete Electrical Plan Review Information Sheet Job Address: O a. Building Square Footage: Description of above �rl�lG�i£��I'T•�IlL4>�1�� lt/�lir� Contra .1 1.n Name: ..7". I C. Mailing dr s: 101P:4� JL City: State: Zip: Phone: Fax: License Exp. 5 J- P 3604520741 p.1 Off. PORT 4. ELECTRICAL INSPECTIONS Total (Qty Multiplied by Unit Chargel C ��Total Owner as defined by RCW.1 9.28.261: (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 elec ical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port ngele. M nicipaf Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Sign: re e f owner, electrical contractor or electrical administrator: Cash Check Credit Card 1 Dated: q 01 101/201 2 Building Permit 1302 P St 12 -1199 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 12- 00001199 Application pin number 646084 Property Address 1302 P ST ASSESSOR PARCEL NUMBER: 06-30-01-8-0- 0150 -0000- Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY. Application valuation 156668 Application desc 1676 SFR, 440 ATTACHED GAR, 84 SQ PORCH Owner PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit MECHANICAL PERMIT Additional desc NEW SFR Permit Fee 97.20 Issue Date 10/01/12 Expiration Date 3/30/13 Permit Additional desc Permit Fee Issue Date Expiration Date T:Forms /Building Division /Building Permit WA 98225 Contractor Date 10/01/12 TRUE BUILD HOME INC 2522 N PROCTOR PMB 32 TACOMA WA 98406 (253) 272 -5300 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1676 SQ SFR, 440 SQ GAR, 84 SQ Permit Fee 1339.45 Plan Check Fee Issue Date 10/01/12 Valuation Expiration Date 3/30/13 Qty Unit Charge Per BASE FEE 57.00 5.6000 THOU BL- 100,001 -500K (5.60 PER K) Qty Unit Charge Per BASE FEE 8.00 7.0000 EA PL- PLUMBING TRAP 1.00 7.0000 EA PL -WATER LINE 4.00 7.0000 EA PL -DRAIN VENT PIPING 1.00 15.0000 EA PL -SEWER LINE 870.64 156668 Extension 1020.25 319.20 Plan Check Fee .00 Valuation 0 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME- FURN /HP /FAU OR 5 TON 14.80 3.00 7.2500 EA ME -VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME -HOOD /DUCT -MECH. EXHAUST 10.65 PLUMBING PERMIT NEW SFR' 163.00 Plan Check Fee .00 10/01/12 Valuation 0 3/30/13 Extension 50.00 56.00 7.00 28.00 15.00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required 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 1 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. 1 roc,n Sl'eA( fL 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: FINAL Date Accepted by 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: FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts 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 its SEPA: ESA: SHORELINE: Parking Lighting Landscaping T.Cnrmc /RI iId,rr, fli,icinn /Rn ilrlinn Darrnit 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. Application Number Application pin number Qty Unit Charge Per 1.00 7.0000 EA PL -WATER HEATER Special Notes and Comments September 17, 2012 12:59:14 PM rbecker. If the fire system is a closed system, it will need to have a double check valve assembly installed. If the fire system is an open system(vented to the tolet) it will not need a backflow assembly. If you have any questions call Ron Becker at 417 -4886, Fax:452 -4972, or E- mail:rbecker @cityofpa.us September 17, 2012 4:16:00 PM sroberds. The permit will result in a new sfr in the RS -11 with lot 'coverage of 18% and site coverage of 23 No land use issues anticipated. Electrical load calculations and electrical permits are required. Ditches 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 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 September 27, 2012 12:27:40 PM rvess. 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. Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total 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 12- 00001199 646084 RES UNDERGRND SERVICE FEE MILW DRIVE ASSESSMENT SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 1599.65 1599.65 .00 870.64 870.64 .00 5534.50 5534.50 .00 8004.79 8004.79 .00 Page 2 Date 10/01/12 Extension 7.00 770.00 240.00 2260.00 4.50 2260.00 Due .00 .00 .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 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 by Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date 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: FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES: Footing Slab Blocking Ho g 8 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: Parking Lighting Landscaping T•rnrrno /Ps ,ibiinn flivic innI iI Jinn Pormi4 BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECT IONS 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. i Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1676 SFR, 440 ATTACHED GAR, 84 SQ PORCH Owner PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM (360) 303 -8748 Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per T: Forms /Building Division /Public Works Permit WA 98225 12- 00001199 646084 1302 P ST 06-30-01-8-0- 0150 -0000- RES NEW SFR RS9 RESDNTL SINGLE FAMILY 156668 DRIVEWAY INSTALLATION 180.00 10/01/12 3/30/13 BASE FEE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Contractor TRUE BUILD HOME INC 2522 N PROCTOR PMB 32 TACOMA WA 98406 (253) 272 -5300 Plan Check Fee Valuation Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4" DROP IN METER Permit Fee 420.00 Plan Check Fee Issue Date 10/01/12 Valuation Expiration Date 3/30/13 Special Notes and Comments September 17, 2012 12:59:14 PM rbecker. If the fire system is a closed system, it will need to have a double check valve assembly installed. If the fire system is an open system(vented to the tolet) it will not need a backflow assembly. If you have any questions call Ron Becker at 417 -4886, Date 10/01/12 .0 0 0 Extension 180.00 .00 156668 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 10/01/12 Valuation 156668 Expiration Date 3/30/13 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. Signature of Contract •r or Authorized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I 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 CO 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 r m, ORT, ALA Application Number Application pin number Special Notes and Comments Fax:452 -4972, or E- mail:rbecker @cityofpa.us September 17, 2012 4:16:00 PM sroberds. The permit will result in a new sfr in the RS -11 with lot coverage of 18% and site coverage of 230. No land use issues anticipated. Electrical load calculations and electrical permits are required. Ditches 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 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 September 27, 2012 12:27:40 PM rvess. 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. Other Fees Fee summary Due Permit Fee Total Plan Check Total Other Fee 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 ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:Forms /Building Division/Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 12- 00001199 646084 RES UNDERGRND SERVICE FEE MILW DRIVE ASSESSMENT SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 750.00 750.00 .00 .00 .00 .00 5534.50 5534.50 .00 6284.50 6284.50 .00 Page 2 Date 10/01/12 770.00 240.00 2260.00 4.50 2260.0.0 .00 .00 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 CO INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. T:Forms /Building Division /Public Works Permit KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Contact person: 1✓t c r S r i =nl R- Phone: 3 roo SinS (0Z, Property owner: 14 117 1 rho f`+\.aS I' P- FARcrAl S 1 -L-C. Phone: 3 Goo -30'3- tZ 1 cb Property owner's'mailing address: 7c..- s o,Jo.i AJg 1... WI\ `1 )622 -5 o Industrial o Multi- family Project Business Name: (for commercial, industrial, or multi family protects) Contractor's business name: --nix) 3v+ i. c No (or property owners name if he /she is doing /overseeing the work) Phone: 253- 1,-71,- 5 3 1 Contractors mailing address: 2 522 Pi- c R yr.)s32_, TAc N`F\ WA 1 a4oto Lot Contractor's L &I license number: LC,- ctZV E- l5 sSY192 -5 c fl Expiration date: 2 1 i 1 Project Address: 1302 P s Project Type: 114 Residential o Commercial o Industrial o Multi- family Project Business Name: (for commercial, industrial, or multi family protects) Zoning: 7-5- l 1 Parcel 0 co3 b ei B0dJ6000aO Lot BUILDING PLUMBING MECHANICAL PERMIT APPLICATION LONG FORM (To be used for projects that require plan review.) Please print in ink. City of Port Angeles Attn: Building Permit Technician 321 E. 5 St., Port Angeles, WA 98362 360 417 -4815 fax: 360- 417 -4711 Credit card payments are accepted Mon -Fri 8 -5 pm (no Am;' an Express) Hours: Mon through Fri 8 5 pm Cash checks are accepted Mon -Thurs 8:30 -4 pm Fri 8:30 -12:30 pm Complete. only the portions of this permit that are relevant to your project. Date Rece Permit Date Appr Approved b *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) Page 1 of 4 17 Pay the plan check fee .(based on the valuation of the project) at the time of submittal Residential Pyojects submit: (1) 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: Three sets of plans* (including engineering calcs, geotech reports, etc. if applicable) 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. For Additions New Structures also submit: Site plan (8 1/2" x 11 showing all structures (existing proposed), setbacks, new driveways A Repair /Solar Panels Miscellaneous: (explain the project) N) A Remodel: (explain the project, includin how the building space is currently being used and what the new, remodeled use will be) J-rk Project Valuation If the space will change from commercial to residential, submit: "Checklist Converting Commercial Space into Residential Space' Addition: (explain the project and complete submit page 3) Ni J A Maximum height of the new addition feet Project Valuation New Structure: (explain the proiect and complete submit page 3) 11 I (p1lo SF 514 c F-NM 1-.L_111(x, VJ 1T43 A— c ccCk L4 v sr- G, G. A w!J c, st-re. c,g_iaf) Ar D CsAc -Tzc Maximum height of the new structure c p feet Project Valuation 1 SLn PLUMBING PERMIT: Will there be ANY plumbing changes (items moved, added, replaced, or altered) Check one: No Yes Xi If yes, complete submit page 4 "Plumbing Changes" MECHANICAL PERMIT:: Will there be ANY mechanical changes (items moved, added, replaced, or altered) Check one: No Yeses_ V If yes, complete submit page 4 "Mechanical Changes" Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? Project Valuation Occupancy group of bedrooms 3 Occupant load of full baths Z Construction type of half baths QS *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 props Cost of materials x 2 Project Valuation rA 1 have read and completed this application and know it to be true and correct l 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 9 t■ iz Signature Print Name Page 2 of 4 Floor Areas Basement x 1st Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck 30" high)* Deck (5 30" highe Shed Other Other *Walking surface of the deck above ground 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 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 structures 2 sq. ft. lot size IZ ,213 sq.ft. Lot coverage 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) Does the project include a new driveway? 'Ayes no If yes, what will the driveway be made of? cement asphalt gravel other (NOTE: 18 feet is the recommended minimum driveway length for residential projects) Does this project include a new parking pad? yes A no If yes, what will the parking pad be made of? o cement asphalt gravel other Page 3 of 4 Existing square New square Price per new footage footage square foot LOT COVERAGE SITE COVERAGE Remodel project valuation TOTAL VALUATION a) Total footprint of structures 2. ,Z0c..) sq. ft. (existing new) b): Total concrete, asphalt, other impervious surfaces (o sq. ft. (existing new) c) Add lines "a" "b" above to get the total impervious 2... sq. ft. (existing new) Total impervious sq. ft. .Iot It 2tt' sq. ft. Site coverage? A 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 5 2 inch line Fire Sprinkler System 2 inch line Plumbing Changes (Moved, Added, Replaced, or Altered No )o Yes _3 Quantity No )C Yes 2- Quantity No X Yes 2 Quantity X No Yes Quantity No X Yes J Quantity No is Yes 1. Quantity No )d Yes 1 Quantity No )C Yes Quantity No k Yes Quantity No Yes Quantity X No Yes Quantity No Yes Quantity )�_No Yes Quantity Please f 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. Tyne 'Mechanical Changes Furnace, heat pump, or forced air unit 5 5 tons No Yes Furnace, heat pump, or forced air unit 5 tons k No Yes Ductless heat pump "l No Yes Wall (recessed) heater No Yes Baseboard heater )c No Yes Steffes room heater x No Yes Wood- burning stove X No Yes Pellet stove _s No Yes Radiant floor heat ,__,K_No Yes Gas fireplace or freestanding stove No Yes Gas cooking stove X No Yes Propane tank set k No Yes Gas line A No Yes Boiler N No Yes Clothes Dryer No 4 Yes Ventilation fan (single duct) No k Yes Hood &duct mechanical exhaust No k'- Yes Ventilation system (not part of a heating or air conditioning system) X No Yes Air handler k No Yes Evaporative cooler (non portable) x No Yes Please list all other planned mechanical changes or additions that aren't listed above. CIA Page 4 of 4 (Moved, Added, Replaced, or Altered I Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity Quantity .43 Quantity Quantity Quantity Quantity Quantity s L� F 5 ..e,3": TIGHTLINE TIED TO e DOWNSPOUTS N. o FrG DRAIN 0 0 N N, .Q WATER LINE ELECTRICAL PA PARTNERS LLC 705 DONOVAN AVE BELLINGHAM, WA 98225 EXISTING DRAINAGE SWALE SITE PLAN CULVERT JUAN de FUCA BLUFFS 1302 P STREET PORT ANGELES, WA 98363 CONC DRIVE SIDEWALK SCALE: 1" 30' -0" A SITE PLAN Al Option Glazing :Area Glazing U- Factor Door Vaulted Wall Wall Interior W al E)tterlor Slab en F oor.. Vertical Overhead Factor Ceiling Ceiling Grade` Below Grade Bellow Grade Concrete R-49 III Unlimited 0.30 0.50 0,20 or R -38 R -21 R -21 R -10 R -301 R -10 R 38 adv int TB U =0.029 2' CRY GOVERNMENT Lot: Site Information: Address: 130 z 5 rQtW.T City: Pat -T 04dc., �5 State: v/.p Zip: °1 1)3(23 Contact: To 1:›D 5 PE7�C IL Phone: 3(00 S1 (02(0 Phone 2: 3. FAX: n) I 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 is. single family residence or duplex. 11 The project is a wood frame OR all of the insulation is interior or exterior of the framing. 4 All building components meet the requirements listed above. 4 The project will meet all other provisions of the WSEC and VIAQ. 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: 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: Type of Heat Source: T:Forms/Building Division/Prescriptive Approach Simple Form ?R S RJPTWE APPROACH- SIMPLE FORM For the Washington State Energy Code (WSEC) 2009 Edition Climate Zone 1 Building Department Use Only: Permit Notes: SITE CRITERIA DESIGN ROOF SNOW LOAD WIND SPEED (MPH) WIND EXPOSURE (IBC) SEISMIC DESIGN CATEGORY SOIL PROFILE OCCUPANCY CATEGORY 30 PSF 100 MPH D D D 11 SLOPE PER OWNER SPECIAL SITE CONDITIONS PER OWNER GEOTECH REPORT PER OWNER SEISMIC SPECTRAL RESPONSE Si SEISMIC SPECTRAL RESPONSE Ss MULTIPLE SITES <15% NONE NONE 0.500g 1.163g NO 2009 IBC LATERAL ANALYSIS AND GRAVITY LOAD ENGINEERING FOR: TRUE BUILT HOMES PLAN: THOMAS WINDAM HILL SITE: LOT 15 JUAN DE FUCA BLUFFS PORT ANGELES, WA 98362 TRUSS MANUFACTURER SHOP DRAWINGS PROVIDED FOR ENGINEERING REVIEW: NONE SINGLE SITE ENGINEERING THIS ENGINEERING IS FOR THE SITE AND CONDITIONS LISTED ABOVE ONLY FILE PROJECT NUMBER John Hodge, P.E 2615 Jahn Ave. N.W. Suite E5 Gig Harbor,WA 98335 Phone: (253) 857 -7055 Fax (253)857 -7599 12.0494 DATE 9.18.12 ORIGINAL STAMP MUST BE RED TO BE VALID I I I I 1 I I CoPrRGHT020@ HGDGE ENGINEERING. DJC. DO NOT ACCEPT FOR PERMIT UNLESS AN ORIGINAL RED SEAL DO NOT ACCEPT COPY 1 of 34 Hodge engineering inc. Engineering Calculations Package For Plans Examiner This engineering calculations package contains lateral engineering, gravity load engineering, or both as stated on the cover and full size engineering sheets. All engineered load bearing structural members are shown on the full size engineering sheets. The enclosed engineering calculations document the analysis used. The engineering calculations are not required to be referenced for construction. These calculations are to demonstrate to the plans examiner that the engineering was completed following the 2009 IBC. The cover sheet of the engineering specifies the engineering scope as lateral engineering, gravity load engineering, or both. Lateral engineering involves determining what the seismic and wind loads are, applying these loads to the structure, and determining the design of the lateral structural elements to resist these loads. These structural elements are sheathing, nailing, holdowns, and connections between loaded members and shear resisting elements. LATERAL ENGINEERING: Lateral load modeling was completed with Wood Works Design Office 8 (www.woodworks•software.com 800 844 1275). Wood Works was developed in conjunction with the American Forest Paper Association. The AF &PA is the same professional organization that produces the National Design Specification (NDS) for Wood Construction, the Allowable Stress Design (ASD) manual for engineered wood construction, Wood Frame Construction Manual (WFCM) for one -and two- family dwellings, and the Load and Resistance Factor Design (LFRD) manual for engineered wood construction. Seismic: Seismic load engineering follows the ASCE 7 -05 equivalent lateral force procedure. Per ASCE 7 the analysis consists of the application of equivalent static lateral forces to a linear mathematical model of the structure. The total forces applied in each direction are the total base shear. Refer to ASCE 7 -05 for a description of this procedure. The engineering calculations include a USGS determination of the seismic spectral response accelerations. These numbers, S and Ss, are used in the lateral model to determine seismic loading to the shearwalls. Woodworks Design Office was used to make the linear mathematical model. Wind: Wind load engineering follows the ASCE 7 -05 general analytic method for all buildings. The wind loading is determined from the wind exposure and wind speed. This loading is applied to surfaces of the structure as modeled. Total loadings for each shear line, wall line, and full height shearwall are determined. Required shear strength for each shearwall is calculated then sheathing and nailing patterns are chosen to resist design loads. Holdowns are applied where the nailing of the sheathing to the mudsill or lower floor is not adequate to resist shear panel overturning. GRAVITY LOAD ENGINEERING: If included in the scope of engineering gravity loads from snow, structure, occupants, etc. meeting the requirements of the 2009 IBC have been traced through the structure. See the legend on the engineering sheets showing how the point and line loads are depicted. All loads are supported and traced through the structure. Load supporting members have been numbered and calculated. Calculations for each beam are included. Post and column calculations for typical members are also included. Loads to the foundation or soil have reinforced footings where required. Every attempt has been made to make the engineering calculations and specifications as clear as possible.for the plans examiner, builder, and building inspector. 2 of 34 �:l:t ,S f`:�pa'tJiGt;ini�ni .1;3 7E76,%o' (S aII 91 Cim) 3 of 34 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude 47.950659 Longitude 123.345607 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1.0 ,Fv 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.163 (Ss, Site Class B) 1.0 0.500 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude 47.950659 Longitude 123.345607 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1.0 ,Fv 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.163 (Ss, Site Class B) 4 of 34 LATERAL ANALYSIS.wsw Level 1 of 1 N m: N N; WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 148.4 98.4-- 187 5- 187,5 -102.8 Factored shearline force (Ibs) 1 t t 1 Factored holddown force (Ibs) C Compression force exists 0 Vertical element required Loads Shown: W; Forces: W 1.0D. 48. 70 o N AN Nr -D-2 -'o s 6' 48: ammmimmor 7 6 00 o 4.8 98% 98. a ..6 98.4 98:4 98.4 156.0.1 100.6 Unfactored applied shear load (plf) Unfactored dead load (plf,lbs) Uplift wind load (plf,lbs) Applied point load or discontinuous shearline force (Ibs) 0.2 .4 Sep. 6, 2012 16:56:29 n to co m_.. 47' 6" N v _.._45' 42'_6" -40' ..37' 6" 35' -32' 6" 30' 27' 6" co 25' 22' 6" 0 0 0 5 of 34 70' 67' 6" 65' 62' 6" 60' 57' 6" 55' 52' 6" 50' 20' 17' 6" m 15' 12' 6" 10' 7' 6" 5' 2' 6" 0' -2' 6" -5' -7' 6" -10' -12' 6" -17'6 -20' 22'.6 -25' 11512' 6- 10' -7' 6 -5' -2', 0' 2' 6" 5' 7' 6" 10'12' 6 '15'17' 6'2022' 62527' 6'30'32' 625'37' 6'40'42' 6'45'47' 6'5052' 6'55'57' 6'60'62' 6'6667' 6'70' Design Code Wind Standard Seismic Standard IBC 2009 ASCE 7 05 All heights ASCE 7 05 Wind Capacity Increase Shear C &C Panels 1.40 1.60 Load Combinations 0.70 Seismic 1.00 Wind Building Code Capacity Reduction Wind Seismic 1.00 1.00 Nail Withdrawal Modification Duration Temperature Moisture Content Factor Range Fabrication Service 1.60 T< =100F =19% =19% Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 4.00 Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 Ignore non wood -panel shear resistance contribution... Wind Seismic Never Always Collector forces based on... Hold -downs Applied loads Drag struts Applied loads Shearwall Relative Rigidity: Designed capacity using flexible distribution Design ShearwallForce /Length: Based on wall rigidity /length Case 2 rigid diaphragm load distribution: 75% loads, torsional moment IBC Occupancy ASCE 7 Equivalent Category II All others Category II All others Wind ASCE 7 05 general analytic method for all bldgs Seismic ASCE 7 05 equivalent lateral force procedure Design Wind Speed l0omph Exposure Exposure D Enclosure Enclosed Structure Type Regular Design Category D Site Class D Topographic Information [ft] Shape Height Length Site Location: Spectral Response Acceleration S1: 0.500g Ss:1.160g Fundamental Period E -W N -S T Used 0.095s 0.095s Approximate Ta 0.095s 0.095s Maximum T 0.114s 0.114 s Response Factor 6.50 6.50 Fa: 1.04 Fv: 1.50 Company Project HODGE ENGINEERING 2615 JAHN AVE NW SUITE GIG HARBOR, WA 98335 (253)- 857 -7055 E5 LATERAL ANALYSIS ATION WoodWorks® Shearwalls WoodWorks® Shearwalls 8.21 Project Information SOFTWARE FOR WOOD DESIGN Sep. 18, 2012 13:27:49 6 of 34 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 STORY INFORMATION Structural Data BLOCK and ROOF INFORMATION 7 of 34 Block Dimensions [ft] Floor /Ceiling Depth [in] Face Type Roof Panels Slope Overhang [ft] Block 1 1 Story E -W Ridge Location X,Y 0.00 21.50 North Side 30.0 1.00 Extent X,Y 53.50 31.50 South Side 30.0 1.00 Ridge Y Location, Offset 37.00 0.00 East Gable 90.0 1.00 Ridge Elevation, Height 20.00 9.00 West Gable 90.0 1.00 Block 2 1 Story N -S Ridge Location X,Y 0.50 -0.50 North Joined 150.0 1.00 Extent X,Y 20.50 22.00 South Gable 90.0 1.00 Ridge X Location, Offset 10.50 0.00 East side 30.0 1.00 Ridge Elevation, Height 16.50 6.00 West side 30.0 1.00 Block 3 1 Story N -S Ridge Location X,Y 28.50 16.50 North Joined 150.0 1.00 Extent X,Y 12.00 5.00 South Gable 90.0 1.00 Ridge X Location, Offset 34.50 0.00 East side 30.0 1.00 Ridge Elevation, Height 19.00 3.50 West Side 30.0 1.00 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 STORY INFORMATION Structural Data BLOCK and ROOF INFORMATION 7 of 34 Story Elev [ft] Floor /Ceiling Depth [in] Wall Height [ft] Ceiling Level Foundation 11.00 3.00 2.00 0.0 10.0 8.00 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 STORY INFORMATION Structural Data BLOCK and ROOF INFORMATION 7 of 34 Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply Grp Surf Material Thick Orient Size Type Edg Fld Blkg Species G Spc Notes 1 Ext Struct Shthg 7/16 Vert 8d Nail 6 12 yes Hem -Fir 0.43 16 1,3 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 Legend: Grp Wall Design Group; Surf Exterior or interior surface of exterior wall; Spcg Edge or field nail spacing; Blkg Blocked; G Specific gravity; Spc Wall stud spacing Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. 8 of 34 North -south Shearlines Type Wall Group(s) Location X [ft] Extent [ft] Start End Length [ft] FHS [ft] Wind Seismic Height [ft] Line 1 Level 1 Line 1 Seg 1 0.00 0.00 52.50 52.50 47.25 47.25 8.00 Wall 1 -1 Seg 1 0.00 0.00 52.50 52.50 47.25 47.25 Opening 1 16.25 18.75 2.50 8.00 Opening 2 23.25 26.00 2.75 8.00 Line 2 Level 1 Line 2 NSW 14.00 49.00 52.50 3.50 0.00 0.00 8.00 Wall 2 -1 NSW 14.00 49.00 52.50 3.50 3.50 3.50 Line 3 Level 1 Line 3 Seg 1 20.00 0.00 49.00 49.00 23.25 23.25 8.00 Wall 3 -1 Seg 1 20.00 0.00 23.25 23.25 23.25 23.25 Line 4 Level 1 Line 4 NSW 28.00 17.00 52.50 35.50 0.00 0.00 8.00 Wall 4 -1 NSW 28.00 17.00 23.25 6.25 6.25 6.25 Wall 4 -2 NSW 29.50 49.00 52.50 3.50 3.50 3.50 Line 5 Level 1 Line 5 NSW 40.00 17.00 20.75 3.75 0.00 0.00 8.00 Wall 5 -1 NSW 40.00 17.00 20.75 3.75 3.75 3.75 Line 6 Level 1 Line 6 Seg 1 53.50 20.75 52.50 31.75 29.75 29.75 8.00 Wall 6 -1 Seg 1 53.50 20.75 52.50 31.75 29.75 29.75 Opening 1 34.50 36.50 2.00 8.00 East -west Type Wall Location Extent [ft] Length FHS [ft] Height Shearlines Group(s) Y [ft] Start End [ft] Wind Seismic [ft] Line A Level 1 Line A Seg 1 0.00 0.00 20.00 20.00 6.00 6.00 8.00 Wall A -1 Seg 1 0.00 0.00 20.00 20.00 6.00 6.00 Opening 1 3.00 17.00 14.00 8.00 Line B Level 1 Line B Seg 1 19.00 28.00 53.50 25.50 15.50 15.50 8.00 Wall B -1 Seg 1 17.00 28.00 40.00 12.00 7.00 7.00 Opening 1 31.25 36.25 5.00 8.00 Wall B -2 Seg 1 21.00 40.00 53.50 13.50 8.50 8.50 Opening 1 44.25 49.25 5.00 8.00 Line C Level 1 Line C Seg 1 22.00 0.00 20.00 20.00 12.00 12.00 8.00 Wall C -1 Seg 1 22.00 0.00 12.00 12.00 12.00 12.00 Wall C -2 NSW 23.50 20.00 28.00 8.00 8.00 8.00 Line D Level 1 Line D Seg 1 51.50 0.00 53.50 53.50 25.00 25.00 8.00 Wall D -2 Seg 1 49.00 14.00 29.25 15.25 7.50 7.50 Opening 1 17.50 25.25 7.75 8.00 Wall D -3 Seg 1 52.50 29.25 53.50 24.25 9.50 9.50 Opening 1 30.25 39.00 8.75 8.00 Opening 2 45.25 50.25 5.00 8.00 Wall D -1 Seg 1 52.50 0.00 14.00 14.00 8.00 8.00 Opening 1 4.00 10.00 6.00 8.00 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 SHEARLINE, WALL and OPENING DIMENSIONS Legend: Type Seg segmented, prf perforated, NSW non- shearwall; Location dimension perp. to wall; FHS length of full height sheathing; Wall Group(s) refer to Materials by Wall Group table, refer to Shear Results tables for each design case if more than one group 9 of 34 North -South Shearlines W Gp For Dir Ld. Case Shear Force [plf] V [Ibs] vmax V /FHS Int Allowable Shear [plf] Ext Co C Total V [Ibs] Crit. Resp. Line 1 Level 1 Lnl, Levl 1 S >N 1 3050 64.5 64.5 339 1.00 S 339 15995 0.19 1 N ->S 1 2758 58.4 58.4 339 1.00 S 339 15995 0.17 Line 3 Ln3, Levl 1 S ->N 1 7243 311.5 311.5 339 1.00 S 339 7871 0.92 1 N >S 1 6812 293.0 293.0 339 1.00 S 339 7871 0.87 Line 6 Ln6, Levl 1 S >N 1 4412 148.3 148.3 339 1.00 S 339 10071 0.44 1 N >S 1 4324 145.3 145.3 339 1.00 S 339 10071 0.43 East -West W For Shear Force [plf] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V [Ibs] vmax V /FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, Levl 1 Both 1 1943 323.9 323.9 339 1.00 S 339 2031 0.96 Line B LnB, Levl 1 Both 1 2626 169.4 339 1.00 S 339 5247 0.50 Wall B -1 1 Both 1 1186 169.4 169.4 339 1.00 339 2370 0.50 Wall B -2 1 Both 1 1440 169.4 169.4 339 1.00 339 2877 0.50 Line C LnC, Levl 1 Both 1 3907 325.6 339 1.00 S 339 4062 0.96 Line D LnD, Levi 1 Both 1 3316 132.6 339 1.00 S 339 8463 0.39 Wall D -2 1 Both 1 995 132.6 132.6 339 1.00 339 2539 0.39 Wall D -3 1 Both 1 1260 132.6 132.6 339 1.00 339 3216 0.39 Wall D -1 1 Both 1 1061 132.6 132.6 339 1.00 339 2708 0.39 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 Flexible Diaphragm Wind Design Legend: W Grp Wall group as listed in Materials table; For Dir Direction of wind force along shearline; Ld. case Critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T Transverse, L Longitudinal, all other results are for this load case; V Factored shear force applied to entire line and amount taken by each wall; vmax Base shear V /FHS /Co Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3 -6, and IBC eqn. 23 -4. Following values marked with means that value for shearline is the one for wall with critical design response on line; V /FHS* Design shear force factored shear force per unit full height sheathing, Int* Unit shear capacity of interior sheathing; Ext* Unit shear capacity of exterior sheathing Co* Perforation factor; C Sheathing combination rule, A Add capacities, S Strongest side only, X Strongest side or twice weakest; Total* Combined unit shear capacity inc. perforation factor; V Combined shear capacity of wall or total capacity of shearline Crit Resp* Critical response Vapp /FHSNcap design shear force /unit shear capacity Notes: V /FHS shown is shear force for use in shearwall design. Vmax shown is V /FHS divided by perforation factor Co; it is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. 10 of 34 North -South Shearlines W Gp For Dir H/W Fact. Int Ext Shear Force [pit] V [Ibs] vmax V /FHS Int Allowable Shear [plf] Ext Co C Total V [lbs] Crit. Resp. Line 1 Level 1 Lnl, Levl 1 Both 1.0 1.0 1477 31.3 31.3 242 1.00 S 242 11425 0.13 Line 3 Ln3, Levl 1 Both 1.0 1.0 2422 104.2 104.2 242 1.00 S 242 5622 0.43 Line 6 Ln6, Levl 1 Both 1.0 1.0 1461 49.1 49.1 242 1.00 S 242 7194 0.20 East -West W For H/W Fact. Shear Force [pH] Allowable Shear [pit] Crit. Shearlines Gp Dir Int Ext V [lbs] vmax V /FHS Int Ext Co C Total V [lbs] Resp. Line A Level 1 LnA, Levl 1 Both 1.0 .75 614 102.3 102.3 181 1.00 S 181 1088 0.56 Line B LnB, Levl 1 Both 1.0 .81 739 47.7 196 1.00 S 196 3544 0.24 Wall B -1 1 Both 1.0 .81 334 47.7 47.7 196 1.00 196 1489 0.24 Wall B -2 1 Both 1.0 1.0 406 47.7 47.7 242 1.00 242 2055 0.20 Line C LnC, Levl 1 Both 1.0 1.0 1958 163.2 242 1.00 S 242 2902 0.67 Line D LnD, Levl 1 Both 1.0 .81 2049 81.9 196 1.00 S 196 5792 0.42 Wall D -2 1 Both 1.0 .87 615 81.9 81.9 196 1.00 212 1708 0.39 Wall D -3 1 Both 1.0 .81 778 81.9 81.9 196 1.00 196 2150 0.42 Wall D -1 1 Both 1.0 1.0 656 81.9 81.9 242 1.00 242 1934 0.34 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 SEISMIC INFORMATION Flexible Diaphragm Seismic Design Notes: Vertical Earthquake Load Ev 0.2 Sds D; Sds 0.80 Ev 0.160 D unfactored; 0.112 D factored; total dead load factor: 0.6 0.112 0.488 tension, 1.0 0.112 1.112 compression. SHEAR RESULTS Legend: W Grp Wall group as listed in Materials table; For Dir force direction, always "both H/W factor Factor due to shearwall height -to -width ratio for interior and exterior wall sheathing; V Factored shear force applied to entire line and amount taken by each wall; vmax Base shear V /FHS /Co Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3 -6, and IBC eqn. 23 -4. Following values marked with means that value for shearline is the one for wall with critical design response on line; V /FHS* Design shear force factored shear force per unit full height sheathing, Int* Unit shear capacity of interior sheathing; Ext* Unit shear capacity of exterior sheathing Co* Perforation factor; C Sheathing combination rule, A Add capacities, S Strongest side only, X Strongest side or twice weakest; Total* Combined unit shear capacity inc. perforation factor and H/W factor; V Combined shear capacity of wall or total capacity of shearline Crit Resp* Critical response Vapp /FHSNcap design shear force /unit shear capacity Notes: V /FHS shown is shear force for use in shearwall design. Vmax shown is V /FHS divided by perforation factor Co; it is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. 11 of 34 Building Area Mass [lbs] [sq.ft] Story Shear [lbs] E -W N -S Reliability Factor p E -W N -S Level1 Structure 62129 2086 62129 7658 7658 7658 7658 1.00 1.00 WoodWorks® Shearwalls LATERAL ANALYSIS Sep. 18, 2012 13:27:49 SEISMIC INFORMATION Flexible Diaphragm Seismic Design Notes: Vertical Earthquake Load Ev 0.2 Sds D; Sds 0.80 Ev 0.160 D unfactored; 0.112 D factored; total dead load factor: 0.6 0.112 0.488 tension, 1.0 0.112 1.112 compression. SHEAR RESULTS Legend: W Grp Wall group as listed in Materials table; For Dir force direction, always "both H/W factor Factor due to shearwall height -to -width ratio for interior and exterior wall sheathing; V Factored shear force applied to entire line and amount taken by each wall; vmax Base shear V /FHS /Co Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3 -6, and IBC eqn. 23 -4. Following values marked with means that value for shearline is the one for wall with critical design response on line; V /FHS* Design shear force factored shear force per unit full height sheathing, Int* Unit shear capacity of interior sheathing; Ext* Unit shear capacity of exterior sheathing Co* Perforation factor; C Sheathing combination rule, A Add capacities, S Strongest side only, X Strongest side or twice weakest; Total* Combined unit shear capacity inc. perforation factor and H/W factor; V Combined shear capacity of wall or total capacity of shearline Crit Resp* Critical response Vapp /FHSNcap design shear force /unit shear capacity Notes: V /FHS shown is shear force for use in shearwall design. Vmax shown is V /FHS divided by perforation factor Co; it is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. 11 of 34 0 engineering e inc, COMPANY Hodge Engineering 2615 Jahn Ave NW Gig Harbor, WA 98335 (253)- 857 -7055 Sep. 6, 2012 17:36 PROJECT THOMAS WINDAM HILL R1 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00 (2.00)* 30.00 (2.00)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 1 0' 16 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 315 480 315 480 795 795 #2 0.50* 1.00 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x12" Self- weight of 9.35 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 27 fb 517 0.13 <L/999 0.26 L/726 Fv' 207 Fb' 1138 0.53 L/360 0.80 L/240 fv /Fv' 0.13 fb /Fb' 0.45 0.25 0.33 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 12 of 34 H odg e engineering Inc. COMPANY Hodge Engineering Ave e (253)- 857 -7055 Sep. 6, 2012 17:38 PROJECT THOMAS WINDAM HILL Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00(13.75)* 30.00(13.75)* psf psf *Tributary Width (ft) MAXIMUM RE/1rTInA1e /11.a+1 ...,.d DCACIAIr_` 1 CAI(_TIJQ l:..1 I0' 31 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 318 619 318 619 937 937 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 33 fb 275 0.00 <L/999 0.01 <L/999 Fv' 207 Fb' 1345 0.10 L/360 0.15 L/240 fv /Fv' 0.16 fb /Fb' 0.20 0.04 0.05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 13 of 34 odl e engineering inc. COMPANY Hodge Engineering 2615 Jahn Ave NW Gig Harbor, WA 98335 253)- 857 -7055 Sep. 6, 2012 17:42 PROJECT THOMAS WINDAM HILL R3 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00 (3.50)* 30.00 (3.50)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 10. 5 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 146 263 146 263 409 409 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 18 fb 200 0.01 <L/999 0.02 <L/999 Fv' 207 Fb' 1345 0.17 L/360 0.25 L/240 fv /Fv' 0.09 fb /Fb' 0.15 0.05 0.06 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 14 of 34 engineering inc. COMPANY Hodge Engineering 2615 Jahn Ave 98 Gig Harbor, 98335 (253)- 857 -7055 Sep. 6, 2012 17:44 PROJECT THOMAS WINDAM HILL R4 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00 (3.50)* 30.00 (3.50)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 1 I0 81 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 234 420 234 420 654 654 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 33 fb 512 0.05 <L/999 0.10 L/960 Fv' 207 Fb' 1345 0.27 L/360 0.40 L/240 fv /Fv' 0.16 fb /Fb' 0.38 0.20 0.25 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 15 of 34 d> H odig e engineeringinc. COMPANY Hodge Engineering 2615 Jahn Ave NW (253)-857-7055 Sep. 6, 2012 17:45 PROJECT THOMAS WINDAM HILL R5 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00(17.00)* 30.00(17.00)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS Ibs and BEARING LENGTHS (in) o 0 51 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 653 1275 653 1275 1928 1928 #2 0.88 1.00 #2 0.88 1.00 Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value fv 86 fb 943 0.04 <L/999 0.07 L/841 Design Value Fv' 207 Fb' 1345 0.17 L/360 0.25 L/240 Analysis /Design fv /Fv' 0.42 fb /Fb' 0.70 0.24 0.29 Shear Bending( Live Defl'n Total Defl'n DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 16 of 34 H odge engineering Inc. COMPANY Hodge Engineering Gig Harbor, WA 98335 Gig 98 (253)- 857 -7055 Sep. 6, 2012 17:49 PROJECT THOMAS WINDAM HILL R6 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00 (2.00)* 30.00 (2.00)* psf psf *Tributary Width (ft) MAXIMUM RE) 10' 21 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 36 60 36 60 96 96 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 2 fb 19 0.00 <L/999 0.00 <L/999 Fv' 207 Fb' 1345 0.07 L/360 0.10 L/240 fv /Fv' 0.01 fb /Fb' 0.01 0.00 0.00 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 17 of 34 H odg e engineering nc. COMPANY Hodge Engineering 2 6198 Gig Harbor, WA 98335 (253)- 857 -7055 Sep. 6, 2012 17:54 PROJECT THOMAS WINDAM HILL R7 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00 (3.00)* 30.00 (3.00)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) A' 5A 101 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 128 225 128 225 353 353 #2 0.50* 1.00 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 Criterion Analysis Value fv 16 fb 172 0.01 <L/999 0.01 <L/999 Design Value Fv' 207 Fb' 1345 0.17 L/360 0.25 L/240 Analysis /Design fv /Fv' 0.08 fb /Fb' 0.13 0.04 .0.05 Shear Bending( Live Defl'n Total Defl'n DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 18 of 34 ,6 H Odg e engineering inc. COMPANY Hodge Engineering (253)- 857 -7055 Sep. 6, 2012 17:52 PROJECT THOMAS WINDAM HILL Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00(20.00)* 30.00(20.00)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) I p' 81 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 1260 2400 1260 2400 3660 3660 #2 1.06 1.00 #2 1.06 1.00 Timber -soft, D.Fir -L, No.2, 6x12" Self- weight of 15.02 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 66 fb 725 0.06 <L/999 0.11 L/880 Fv' 195 Fb' 1006 0.27 L/360 0.40 L/240 fv /Fv' 0.34 fb /Fb' 0.72 0.23 0.27 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 19 of 34 H odg e engineering inc. COMPANY Hodge Engineering G 9Gr 9335 Sep. 6, 2012 17:57 PROJECT THOMAS WINDAM HILL Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00 (3.50)* 30.00 (3.50)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) IO' 15 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 464 788 464 788 1251 1251 #2 0.57 1.00 #2 0.57 1.00 Lumber -soft, D.Fir -L, No.2, 4x12" Self- weight of 9.35 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value fv 42 fb 763 0.18 <L/999 0.34 L /530 Design Value Fv' 207 Fb' 1138 0.50 L/360 0.75 L/240 Analysis /Design fv /Fv' 0.20 fb /Fb' 0.67 0.36 0.45 Shear Bending( Live Defl'n Total Defl'n DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 20 of 34 H odg e engineering nc. COMPANY Hodge Engineering G Harbor, WA 98335 (253)- 857 -7055 Sep. 6, 2012 17:56 PROJECT THOMAS WINDAM HILL Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00(16.50)* 30.00(16.50)* psf psf *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 10' 61 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 766 1485 766 1485 2251 2251 #2 1.03 1.00 #2 1.03 1.00 Lumber -soft, D.Fir -L, No.2, 4x10" Self- weight of 7.69 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 77 fb 812 0.04 <L/999 0.07 <L/999 Fv' 207 Fb' 1242 0.20 L/360 0.30 L/240 fv /Fv' 0.37 fb /Fb' 0.65 0.20 0.23 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 21 of 34 H odg e engineering inc. COMPANY Hodge Engineering 2698 Gig Harbor, WA 98335 (253)- 857 -7055 Sep. 6, 2012 17:59 PROJECT THOMAS WINDAM HILL R11 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Loadl Load2 Dead Snow. Full Area Full Area 15.00 (2.00)* 30.00 (2.00)* psf psf *Tributary Width (ft) ,4 QCnoIAI(_` 1 CAIP!TUC MAXIMUM RE 1 34 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 54 90 54 90 144 144 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 5 fb 42 0.00 <L/999 0.00 <L/999 Fv' 207 Fb' 1345 0.10 L/360 0.15 L/240 fv /Fv' 0.02 fb /Fb' 0.03 0.01 0.01 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 22 of 34 H engineering inc. COMPANY Hodge Engineering 335 (253) 857 -7055 Sep. 6, 2012 18:00 PROJECT THOMAS WINDAM HILL Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00(11.50)* 30.00(11.50)* psf psf *Tributary Width (ft) MAXIMUM REI 'TI %MC III. ......1 QCACIAIf_ 1 CAM(`TUC f:..\ 1 3 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 268 517 268 517 785 785 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in Toads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 28 fb 231 0.00 <L/999 0.01 <L/999 Fv' 207 Fb' 1345 0.10 L/360 0.15 L/240 fv /Fv' 0.13 fb /Fb' 0.17 0.04 0.04 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 23 of 34 H cod a e engineering inc. COMPANY Hodge Engineering 2615 Jahn Ave NW Gig Harbor, WA 98335 (253)-857-7055 Sep. 6, 2012 18:01 PROJECT THOMAS WINDAM HILL R13 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full Area Full Area 15.00(13.00)* 30.00(13.00)* psf psf *Tributary Width (ft) uh..V ■4 QCADIAIt• I CAIr-rue i:.,a MAXIMUM REP•TrnMrc 1 0 31 R Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 302 585 302 585 887 887 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L, No.2, 4x8" Self- weight of 6.03 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection n) using NDS 2005 Criterion Analysis Value Design Value Analysis /Design Shear Bending( Live Defl'n Total Defl'n fv 31 fb 260 0.00 <L/999 0.01 <L/999 Fv' 207 Fb' 1345 0.10 L/360 0.15 L/240 fv /Fv' 0.15 fb /Fb' 0.19 0.04 0.05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 24 of 34 Ramie Lumber Perp to rain; P ,L (Ibs) 3280 .Compression Capacity Parallel to Grain, Pe(tbs) (100). Compression Capacity Parallel to Grain P c (Ibs) (160), Size 2x4 Grade a2 IVirainaI Top to Heightl1t) Nc ritinal Top Plate Hei j h1(1t) 8 3170 5285 2680 4305 1 l 2120 0 3535 1765 12 1490 2485 8 X3345 557 9 2680 4470 10 2180 3 635 11 1 '5 3010 12 1520 2530 4.1nch Wall 3x4 42 t 5470 2945 2 2x4 12 1 6565 6340 5165 4240 3535 2985 6685 1 5365 4360 3610 3040 4x4 12 i. 7655 73 95 6025 4945 4126 3480 1800 6260 5090 4215 3545 3 2x4 62 1 9845 9510 7745 6360 5300 4475 10030 8045 6545 5420 4555 4x6 12 12030 11540 942 7745 6460 5460 122:15. 9810 7980 6610 5560 4x8 12 15860 15090 12345 10165 8485 7175 16035 .1 12890 10500 8700 7320 4x10 1 12 t 20235 19080 15650 12910 10790 9130 20365 1 16395 13360 11080 9325 6-Inc llr 2x6 12 5155' 97 s 7975 6 5 050 X60 110030 18385 9280 15465 7780' 12965 6570 10950 5600 9335 3x6 92 8595 14945 13290 11610 19085 8765 2.2x6 e2 10315 47935;,; 1x 0 13935 42106 x'10505 220611 25735 18560 21554 ,15560 18155 13140 15334 11240 13 070 4x6 '02 P 12030 20Y925 181305 1!8255 14120 12270 3.2x6. 12 1 15470 26905 239 20900 18155 15775 33090 27840 23340 19 15 16840 <a; °19535 26640 6x6 11 18905 .-252i6p 34450 23 80 32125 ��21565' ,29410 1 9480 26560 17435 3 4 46715 30165 41130 6140 35650 22675 30785 6x8 X3`1 1 25780 23775 Post Capacities See footnotes Post Allowable Compression Load Tables: strongtie .com /post_capacities.asp Post Capacities Post Allowable Compression Loads for Douglas Fir Larch Post Allowable Compression Loads for Southern Pine roll over images below to see larger image HD3B Vertical HTT4 Vertical Installation Installation Typical CbSQ- HDU Vertical SDS2 lnstallation Installation www.strongtie.com Post Compression Loads for Douglas Fir Larch for Southern Pine for Spruce Pine Fir for Hem Fir Post Tension Loads for Douglas Fir Larch for Southern Pine for Spruce Pine Fir for Hem Fir Catalog pages (PDF) Help for dow nloads 25 of 34 SIMPSON Framing Lumber Compression .Capacity Parallel to Grain, Pc (ins); (100) Perp lo Grain, (Ibs) Compression Capacity ParaIetto Grain, P (ibs) (100), Compression Capacity Parallel to Grain, P (Ibs) (160) Sire Grade i .P Nominal Top Plate Height (ft) No mina Top Plate Height 01 8 9 10 1 1 12 8 9 10 11 12 4 -1nch Will 2x4 1 2 1 2125 2630 2115 3525 1730 1435 2395 1210 2020 2745 tr 2180. 1770 1465 2440 1230 2050 3x4 12 1 3545 4385; 2880 4 70 36341 2950 2.2x4 12 4255 5260 4230 3460 3475 2425 5485 60400 a'= ".8230 4200 435$ 3540 2925 2460 2870 44 12 4960 8140 4935 4035 3355 2830 "5085" 6535: 4125 5305 3415 4390 3-2x4 12395 g 6380 X890' 6340 5185 4310 3635 369 4 -20 12 6 -1nch 1It 8605 10625- 7950 313250 15900, 18559 23855: 8455 6880 11470 13765 16055 20615. 6915 5905 9840 X11810 y 13780 17715 5759 4850 114970 9385 1'. 8715 7735 7075 5855 4920 8996 7635 110790 9165 125911 10690s 16185... 6374 6-Inch Inch 2x6 3340 5065 0 4365 3x6 12 1 5570 8 40 101 11820 15195 7270 8725 10180_ t <13090, 18785 21895 28150 4 128 .154fiG 18045 2 3 2 0 5 10710 12854 14995 2'2x6 #2. �1._ .6685: 3.2x62 7745 4 -2i6 °12 1:.. 10025. 1 75, Fran in9 Lumber I pap to Compression .Capacity Parallel to Grain, Pc (ins); (100) Compression Capacity Parallel to Grain, Pc (Ibs) (160) Size 2x4 Grade .p o 0s1 Grade No ina Top to Height (ft) Nerniael•Top Plate Height Ht) 8 10 11 12 8 9 10' 11 9 4-lnch Wall 12 1 2965 3200` 2580 2115 1765 1490 3360 2675 2175 1800 1515 3x4 12 5955 5330. 4305 3530 2940 2480 5600 '1 4455 6720" 5345 3620 4345 3000 3600 2520 31)25 2 -2x4 12 1 5935 6400 5165 4235 3525 2975 4x4 12 1 6920 7465 ;,1 6025 4640 4115 3475 7840 6240 5070 6520 4200 3530 4540 3-2x4 11/12 5205 4x6 12 1 10875 11680 9435 7745 10 85 6455 6455 5450 5 .52290 12875 960 6590 8680 0 5545 7300 4x8 12 14335 1 8 12395 4x10 /2 1 18290 19445 15760 12960 10810 9140 20560 1 16395 13350 11060 9310 6 -1nch 1It 2x6 .12 46601 9345 f 819 13650. 3095,. u 11830 613 Q� 5305 10215 8840' 112 9375 18800 15620 22564 18746 21$74 33 28120 30025 26824 40940 3657,5. 7825 °,13045' ;15655. °18280' .23480 23595 .�32l 0 _a •6595 10990 .13185 15385 19780 20510 2 106, 5610 3x6 2.2x& 4a6 12 7770 02 9325 a2 10875 15570 '9350 18685 ,16380 14195 6550" 122'80 106tH 14300 12375 .26325.., 1 1220 13090:' 1600s 19 10 3 =2x6' #2 -13985 28030 495 X29315 24570" 2027 27640 21290 r;18835r'�4 25680 18385 15910;' 17 0 .15655 23540 21345 16830. 17975° 245115. 6x6.. 6x5 11 �t_ 17090 1 23305 Framing Lumber` 1 °Pero to Grain, Pc.l.(Ibs) C(impression CapacityPara lie l to Grain, P (tbs) (100) .Compression Capaolty,Parattol to Grain, P (lb sy (160) Size Grade Nomina Tap Plate Height (ft) Nomina Top Plato Height (It) 8 10 11 °'12 6 9 4 -1nch Wall 2x4 11/12 2230 2775. 22 0 1850 n 1540 1305,- 2930 w. ,2340 1905 ..1575 1325.. 3x4 11/12 1 3720 4025 3745 3080 2570 2170 ,,4SB5 58x' 3175 2630 2210 2.2x4 01/02 4465 5545 .44 195 3695 3085 3595 2605 3040 5865 #0 4675 5455 7015 3805 4440 5710 3155 3680 4730 2655 3095 3980 4x4 11/12 5205 .6470: 52 4 4310 3 -2x4 #1/12 I 6695 8320' °6745,' 5545 4625 3910 8795" 11 30 4.2x4 1/12 01/42 1 8925 Hogs l45 12905 15485 8990. 7395 '6035 10060 "12070. 6165 .`.'5265= 87!60 ..10515:. 5215 457 7625 9150 7615 .1..;16770 N,° 111280 6310 5725:, 954 5.E 11450 5310 0 9770 6 •I rch loch 2x6. f 3505 .6685 11475 13770 160 .19200 80;5 43425 16110 3x6 #1/ #2 1 5845 2.2x6 #.1/12 7015 13540 3 -2x 1' 4.2x6. 11 8180 18065 23;230' 16070 2 •660 .14 85 518110 1 65 15770 10675 13730' 22395 28795 24 2030 13360_ 17180 11400 `14660, 11/12- i s 10520 Pnct Canaritiac See footnotes Post Allowable Compression Loads for Spruce Pine Fir See footnotes Post Allowable Compression Loads for Hem Fir See footnotes Post Tension Load Tables: Post Tension Loads for Douglas Fir Larch strongtie .com /post_capacities.asp top 26 of 34 Framing Lumber Aliow able Tension Pt, (Ibs) (160) Size Grade Bolt Diameter (in) 1 4 -Inch Wall 2x4 #2 7245 6080 5820 5305 5045 3x4 #2 12075 10135 9705 8840 8410 2 -2x4 #2 14490 12160 11645 10610 10090 4x4 #2 16905 14190 13585 12375 11775 3 -2x4 #2 21735 18240 17465 15915 15135 4x6 #2 23025 19325 18500 16855 16035 4x8 #2 28015 23510 22510 20510 19510 4x10 #2 32765 27500 26330 23990 22815 6-Inch Wall 2x6 #2 9865 m 8860 8635 8185 7960 3x6 #2 16445 14765 14390 13640 13270 2 -2x6 #2 19735. 17715 17265 16370 15920 4x6 #2 23025 20670 20145 19100 18575 3-2x6 #2 29600' 26575 25900 24555 23885 6x6 #1 39930 35845 34940 33125 32215 6x8 #1 54450 48880 47645 45170 43930 Framing Lumber Allowable Tension Pt, (Ibs) (160) Size Grade Bolt Diameter( in) 1 4 -Inch Wall 2x4 #2 7245 6080 5820 5305 5045 3x4 #2 12075 10135 9705 8840 8410 2 -2x4 #2 14490 12160 11645 10610 10090 4x4 #2 16905 14190 13585 12375 11775 3 -2x4 #2 21735 18240 17465 15915 15135 4x6 #2 23025 19325 18500 16855 16035 4x8 #2 28015 23510 22510 20510 19510 4x10 #2 32765 27500 26330 23990 22815 6-Inch Wall 2x6 #2 9865 8860 8635 8185 .7960 3x6 #2 16445 14765 14390 13640 13270 2 -2x6 #2 19735 17715 17265 16370 15920 4x6 #2 23025. 20670 20145 19100 18575 3 -2x6 #2 29600 '26575 25900 24555 23885 6x6 #1 39930. 35845 34940 33125. 32215 6x8 #1 54450 48880 47645 45170 43930 See footnotes Post Tension Loads for Southern Pine See footnotes Post Tension Loads for Spruce Pine Fir strongtie .com /post_capacities.asp 27 of 34 Framing Lumber Allowable Tension Pt, Ibs. (160) Size Grade Bolt Diameter 6 '✓2 Size Grade 1.13 (in) 0 ',z Vs 7,4 1_ 4845 2x4 #1/ #2 5670 4760 4555 4150 3950 7680 3x4 #1/ #2 9450 7930 7595 6920 6580 4 -Inch 2 -2x4 #1/ #2 11340 9520 9115 8305 7900 Wall 4x4 #1/ #2 13230 11105 10630 9685 9215 26460 3 -2x4 #1/ #2 17010 14275 13670 12455 11845 9010 4 -2x4 #1/#2 22680 19035 18225 16605 15795 13480 2x6 #1/ #2 7720 6930 6755: 6405 6230 15765 3x6 #1/ #2 12870 11555 11260 10675 10385 6 -Inch Wall 2 -2x6 #1/ #2 15445 13865 13515 12810 12460 3 -2x6 #1/ #2 18020 16175 15765 14945 14535 4-2x6 #1/ #2 23165 20795 20270 19215 18690 Framing Lumber "AHo cable Tension Pt, lbs. (160) Size Grade Bolt Diameter (in). 6 '✓2 7/8 1.13 4 -Inch Wall 2x4 #2 6615 5550 5315 4845 4605 3x4 #2 11025 9255 8860 8070 7680 2 2x4 #2 13230 11105 10630 9685 9215 4x4 #2 15435 12955 12405 11300 10750 3 -2x4 #2 19845 16655 15945 14530 13820 4 -2x4 #2 26460 22210 21265 19375 18430 6 -Inch Wall 2x6 #2 9010 8090 7885 7475 7270 3x6 #2 15015 13480 13140 12455 .12115 2 -2x6 #2 18020 16175 15765 14945 14535 3-2x6 #2 21020 18870 18395" 17440' 16960 21805: 4 -2x6. #2,:. 27025 24265 23650 ,22420 lb (in) 1.5 .2.5. 3 3.5 4.5 5.5 6 Cb 1,25 1.15 1.13 1.11 1.08 1.07 1 See footnotes Post Tension Loads for Hem Fir 1. Allow able (ASD) loads are based on the 2005 National Design Specification for Wood Construction (NDS) for lumber w ith a moisture content of 19% or less. 2. Compression parallel to grain loads are based on an effective post height, le, equal to the nominal height plus 1 1/8" (due to the most common pre cut stud lengths) minus 4 1/2" (thickness of 3 2x plates). Ud ratio is based on d 3 1/2" for 4 -inch w all and d 5 1/2" for 6 -inch w all. 3. Shaded values are limited by the Fbrpendicular to Grain bearing allow able load, P L, w hen posts bear on wood sill plates. Where posts and sill plates are different species, Designer shall limit allow able load to the lower of the post capacity or the perpendicular to grain capacity for each species used. 4. Perpendicular to grain allow able loads do not include the NDS Bearing Area Factor, Cb. For posts w hose bearing area is not closer than 3" from the end of a sill plate, the PC values may be multiplied by Cb. strongtie .com /post_capacities.asp lb Bearing Length (post thickness) Cb Bearing Area Factor per NDS 3.10.4 28 of 34 5/3/2011 Post Capacities 5. Allow able tension loads are based on net section assuming hole size equal to bolt diameter plus 1/16" with the hole drilled on the 3 1/2" face of post for a 4 -inch w all and on the 5 1/2" face of post for a 6 -inch w all. Tension loads have been increased for w ind or seismic loading w ith no further increase allowed. Reduce w here other loads govern. 6. Values do not consider combined axial and out -of -plane bending. Printed May 3, 2011 fromhttp /www.strongtie.com/products /connectors post_capacities.asp 2011 Simpson Strong-Tee strongtie .com /post_capacities.asp 29 of 34 .i top Lic. KW- 06007122 Licensee :>'HODGE ENGINEERING INC ENERCALC, INC. 1983 Build:6.12.3.14, Ver :6.12.3.14 Description Point load on continuous foundation Material Properties fc fr= fc /2 7.50 kJ Density X, LtWt Factor Elastic Modulus fy Main Rebar E Main Rebar Overall MAXimum D Only L Only S Only L +S D+L D +S D+L +S Hodge Engineering, Inc. 2615 Jahn Ave NW Suite IIIW E5 Gig Harbor, WA Gngin o c- :nC inc._ 253 -857 -7055 Ho 2.50 ksi 375.0 psi 145.0 pcf 1.0 3,122.0 ksi Fy Stirrups 40.0 ksi E Stirrups 29,000.0 ksi Stirrup Bar Size Number of Resisting Legs Per Stirrup Load Combination 2006 IBC ASCE 7 -05 t Cross Section 8� Reinforcing Details r Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D 0.50, S 1.0 k/ft, Tributary Width 1.0 ft Point Load L 7.0 k a 2.50 ft DESIGN SUMMARY Maximum Bending Stress Ratio 0.842: 1 Section used for this span Typical Section Mu Applied 17.981 k -ft Mn Phi Allowable Load Combination Location of maximum on span Span where maximum occurs Vertical Reactions Unfactored Load Combination Support 1 21.351 k -ft +1 .20 D +1.60 L+0.50 S +1.60 H 2,500ft Span 1 7.613 1.613 3.500 2.500 6.000 5.113 4.113 7.613 d) Phi Values Flexure Shear: R1 Support 2 7.612 1.612 3.500 2.500 6.000 5.112 4.112 7.612 0.90 0.750 0.850 40.0 ksi 29,000.0 ksi 3 2 L(7) Span =5.0 ft Title Engineer: Project Desc.: Inverted Tee Section, Stem Width 6.0 in, Total Height 18.0 in, Top Flange Width 12.0 in, Span #1 Reinforcing.... 244 at 3.0 in from Bottom, from 0.0 to 5.0 ft in this span 144 at 3.0 in from Top, from 0.0 to 5.0 ft in this span i Shear Stirrup Requirements 1 Between 0.00 to 0.68 ft, PhiVc Vu, Req'd Vs 0.009011, use stirrups spaced at 7.000 in Between 0.69 to 4.31 ft, PhiVc/2 Vu PhiVc, Req'd Vs Not Reqd 11.5.6.1, use stirrups spaced at 0.000 in Between 4.32 to 4.99 ft, PhiVc Vu, Req'd Vs 0.87 25, use stirrups spaced at 7.000 in 1, Maximum Stresses for Load Combinations Calculations per ACI 318 -08, IBC 2009, CBC 2010, ASCE 7 -05 Flange Thickness 6.0 in 144 at 8.0 in from Top, from 0.0 to 5.0 ft in this span Job Printed: 1 MAY 2012, 3:36PM Service loads entered. Load Factors will be applied for calculations. Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation Far left is #1 Desi; n OK 0.004 in Ratio 0.000 in Ratio 0.005 in Ratio 0.000 in Ratio 30 of 34 13802 0 <360 11826 999 Description Load Combination Hodge Engineering, Inc. 2615 Jahn Ave NW Suite E5 IIIW Gig Harbor, WA c17.•ginoc :.nc ark 1 Yli,, 253- 857 -7055 Ho ea Bending Stress Results (k -ft Point load on continuous foundation Title Engineer: Project Desc.: Lic. KW- 06007122 �t Licensee HODGE ENGINEERING INC onc re ENERCALCINC.,1983- 2011, Build :6.12.314, Ver:6.12.3.14" Location (ft) Segment Length Span in Span Mu Max phi *Mnx Stress Ratio MAXimum BENDING Envelope Span 1 1 2.500 17.98 21.35 0.84 +1.40D Span 1 1 2.500 2.82 21.35 0.13 +1.20D+0.50Lr +1.60L +1.60H Span 1 1 2.500 16.42 21.35 0.77 +1.20D +1.60L+0.50S +1.60H Span 1 1 2.500 17.98 21.35 0.84 +1.20D +1.60Lr+0.50L Span 1 1 2.500 679 21.35 0.32 +1.20D+0.50L +1.60S Span 1 1 2.500 11.79 21.35 0.55 +1.20D +1.60S+0.80W Span 1 1 2.500 7.42 21.35 0.35 +1.20D+0.50Lr+0.50L +1.60W Span 1 1 2.500 6.79 21.35 0.32 +1.20D+0.50L+0.50S +1.60W Span 1 1 2.500 8.36 21.35 0.39 +1 .20 D+O.50 L+O.20 S+E Span 1 1 2.500 7.42 21.35 0.35 Overall Maximum Deflections .Urifactored Loads Load Combination Span Max. Defl Location in Span Load Combination Job Printed: 1 MAY 2012, 3•36PM Max. Defl Location in Span D+L +S 1 0.0051 2.450 0.0000 0.000 31 of 34 Lic. KW- 06007122' ncre Description aterlal P roperties f c 2.50 ksi fr= fc 7.50 375.0 psi y/ Density 145.0 pcf LtWt Factor Elastic Modulus fy Main Rebar E Main Rebar Ho 1.0 3,122.0 ksi Load Combination 2006 IBC ASCE 7 -05 ross Section_& Reinforrcing'Details Inverted Tee Section, Stem Width 8.0 in, Total Height= 24 Span #1 Reinforcing.... 2-#4 at 3.0 in from Bottom, from 0.0 to 4,0 ft in this span 144 at 3.0 in from Top, from 0.0 to 4.0 ft in this span A'pplted Loads Beam self weight calculated and added to Toads Load for Span Number 1 Uniform Load D 0.50, S 1.0 k /ft, Tributary Width= 1.0 ft Point Load: L= 12.0 k 0 2.0ft D ESIGN SUMMARY' Maximum Bending Stress Ratio 0.691: 1 Section used for this span Typical Section Mu Applied 22.019 k -ft Mn Phi Allowable 31.852 k Load Combination Location of maximum on span Span where maximum occurs Vertical Reactions., Overall MAXimum D Only L Only S Only L +S D+L D +S D+L +S MAXimum BENDING Envelope Span 1 1 Hodge Engineering, Inc. 2615 Jahn Ave NW Suite E5 Gig Harbor, WA C n g a n c c': n' I n c 253- 857 -7055 Point load on continuous foundation two story d Phi Values R1 Fy Stirrups 40.0 ksi E Stirrups 29,000.0 ksi Stirrup Bar Size Number of Resisting Legs. Per Stirrup Load Combination Support 1 9.516 1.516 6.000 2.000 8.000 7.516 3.516 9.516 Shear Stirrup Requirements Entire Beam Span Length PhiVc/2 Vu PhiVc, 17 M aximum Forces' &.Stresses for Load Load Combination Segment Length Span in Span +1 .20 D +1.60 L+0.50 S +1.60 H 2.000 ft Span 1 Support 2 9.516 1.516 6.000 2.000 8.000 7.516 3.516 9.516 Location (ft) 2.000 22.02 Flexure Shear: 40.0 ksi 29,000.0 ksi 3 2 0.90 0.750 0.850 8 "wx24 "h Span =4.0 ft Title Engineer: Project Desc.: Support notation Far left is #1 Req'd Vs Not Reqd 11.5.6.1, use stirrups spaced at Combinations Bending Stress Results (k -ft Mu Max Phi *Mnx Stress Ratio 31.85 0.69 e: c IUsers\John` Data Files \foundation ec6 ENERCALC,KINC.' 1983 -2011 BuiId,6.12,3A4;Ver6.12. 'L "see,:: ENGINEERING INC' Calculations per ACI 318 -08, IBC 2009, CBC 2010, ASCE 7 -05 0.000 in Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Job Printed: 1 MAY 2012, 3:48PM .0 in, Top Flange Width 16.0 in, Flange Thickness 8.0 in 1-#4 at 12.0 in from Top, from 0.0 to 4.0 ft in this span Service Toads entered. Load Factors will be applied for calculations. si.n4 0.000 in Ratio 0.000 in Ratio 0.000 in Ratio 0.000 in Ratio .32 of 34 0 <360 0 <360 999 999 D+L +S Hodge Engineering, Inc. 2615 Jahn Ave NW Suite E5 IIW Gig Harbor, WA engiri�C__PYc irii„ 253- 857 -7055 Description Load Combination Segment Length Ho Licensee HODGE ENGINEERING INC Point load on continuous foundation two story Location (ft) Span in Span +1.40D Span 1 1 2,000 +1.20D+0.50Lr +1.60L +1.60H Span 1 1 2.000 +1.20D +1.60L+0.50S +1.60H Span 1 1 2.000 +1.20D +1.60Lr+0.50L Span 1 1 2.000 +1.20D+0.50L +1.60S Span 1 1 2.000 +1.20D +1.60S+0.80W Span 1 1 2.000 +1.20D+0.50Lr+0.50L +1.60W Span 1 1 2.000 +1.20D+0.50L+0.50S +1.60W Span 1 1 2.000 +1.20D+0.50L+0.20S+E Span 1 1 2.000 1 2.12 21.02 22.02 7.82 11.02 5.02 7.82 8.82 8.22 Overall Maximum Deflections ,Unfactored Loads;; Load Combination Span Max. Defl Bending Stress Results (k -ft Title Engineer: Project Desc.: Mu Max Phi *Mnx Stress Ratio Location in Span 0.0010 2.040 31.85 0.07 31.85 0.66 31.85 0.69 31.85 0.25 31.85 0.35 31.85 0.16 31.85 0.25 31.85 0.28 31.85 0.26 Job Printed: 1 MAY 2012, 3:48PM ile: c IUsers\John Hodge \Do cuments\ENERCALC Data Files\foundation calcs e66 ENERCALC, INC;1983 -2011, Build 6.12.3:1 Ver.6.12.3.14 Load Combination Max. Defl Location in Span 0.0000 0.000 33 of 34 Items with are re•uired. Description of Problem: Mailing Address: Billing Address: ongineerin inc. Please complete the information below, sign this request form, and fax to: Hodge Engineering at 253 857 -7599 Client Request for Engineering Support et1 nform *Company: *Contact: Fax: *Hodge Engineering Proj Mobile: Architect Plan Email Address: *Site Address: eject in formati 1 authorize the above requested work and associated charges. Client Signature (ok to start Work): Client Name (please print): *Phone: Hod •e use onl 2615 Jahn Ave NW Suite E5 Gig Harbor, WA 98335 Tel: 253 857 -7055 Fax: 253 857 -7599 www.hodoeenc 3 a.com PREPAF,D 4/01/13, 11:45:20 INSPECTION HISTORY REPORT PAGE 1 PROGRAM BP521L 0 /00 /00 THRU 0 /00 /00 CITY OF PORT ANGELES APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE /STATUS INSPECTOR 12 00001199 1302 P ST 06- 30- 01 -8 -0- 0150 -0000- 063001800150 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BLFW 0001 BLDG FOUND FTG /STEM WALL 10/25/12 APPROVED JLL REQ COMM: October 25, 2012 8:45:44 AM pbarthol. REQ COMM: James 253 686 -6132 REQ COMM: REQ COMM: LATE AM RES COMM: October 25, 2012 4:01:.26 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BFF 0001 BLDG FLOOR FRAMING 11/01/12 APPROVED JLL REQ COMM: November 1, 2012 8:18:39 AM pbarthol. REQ COMM: Karl 253- 906 -4585 RES COMM: November 1, 2012 4:27:14 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BLHD 0001 BLDG FRAMING HOLD DOWNS 11/08/12 APPROVED JLL REQ COMM: November 9, 2012 2:36:55 PM jlierly. RES COMM: 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL REQ COMM: RES COMM: BLSH 0001 BLDG SHEATHING 11/08/12 APPROVED November 9, 2012 2:37:27 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL3 0001 BLDG FRAMING 11/30/12 APPROVED REQ COMM: November 30, 2012 1:20:27 PM jlierly. RES COMM: November 30, 2012 1:21:49 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BAIR 0001 BLDG AIR SEAL 12/04/12 APPROVED REQ COMM: December 4, 2012 8:13:41 AM pbarthol. REQ COMM: Darren 253- 255 -4097 RES COMM: December 4, 2012 3:54:19 PM pbarthol. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BLI 0001 BLDG INSULATION 12/06/12 APPROVED REQ COMM: December 6, 2012 3:28:00 PM pbarthol. REQ COMM: paul 253 272 -5300 RES COMM: December 6, 2012 4:06:44 PM pbarthol. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BLDR 0001 BLDG DRYWALL IBWP 12/11/12 APPROVED JLL REQ COMM: December 11, 2012 8:26:01 AM pbarthol. REQ COMM: Darrell 253- 255 -4097 REQ COMM: Please call and let him know if it passed the inspection RES COMM: December 11, 2012 4:47:56 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL FFNL 0001 FIRE FINAL 3/01/13 APPROVED REQ COMM: March 1, 2013 9:12:03 AM dchastai. RES COMM: March 1, 2013 9:13:40 AM dchastai. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL BL99 0001 BLDG FINAL 3/07/13 APPROVED REQ COMM: March 7, 2013 10:29:38 AM pbarthol. REQ COMM: Paul 253- 272 -5300 RES COMM: March 7, 2013 4:15:43 PM jlierly. 000 000 BPR 00 BUILDING PERMIT RESIDENTIAL PW99 0001 PUBLIC WORKS FINAL 3/07/13 APPROVED REQ COMM: March 7, 2013 3:20:31 PM rvess. JLL JLL PB PB DRC JLL RV .x PREPA' D 4/01/13, 11:45:20 PROGRAM BP521L CITY OF PORT ANGELES INSPECTION HISTORY REPORT 0 /00 /00 THRU 0 /00 /00 PAGE 2 APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE /STATUS INSPECTOR 12 00001199 CONTINUED RES COMM: March 7, 2013 3:20:50 PM rvess. 000 000 ME 00 MECHANICAL PERMIT ME1 0001 MECHANICAL ROUGH -IN 11/30/12 APPROVED JLL REQ COMM: November 30, 2012 1:20:56 PM jlierly. RES COMM: November 30, 2012 1:21:49 PM jlierly. 000 000 ME 00 MECHANICAL PERMIT ME99 0001 MECHANICAL FINAL 3/07/13 APPROVED JLL REQ COMM: March 7, 2013 10:30:04 AM pbarthol. REQ COMM: Paul 253- 272 -5300 RES COMM: March 7, 2013 4:15:43 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL6 0001 PLUMBING WATER SUPPLY 10/30/12 APPROVED JLL REQ COMM: October 30, 2012 12:49:00 PM jlierly. RES COMM: October 30, 2012 4:23:11 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL2 0001 PLUMBING ROUGH -IN 11/30/12 APPROVED JLL REQ COMM: November 30, 2012 1:21:22 PM jlierly. RES COMM: November 30, 2012 1:21:49 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 3/07/13 APPROVED JLL REQ COMM: March 7, 2013 10:30:14 AM pbarthol. REQ COMM: Paul 253- 272 -5300 RES COMM: March 7, 2013 4:15:43 PM jlierly. 000 000 SSHU 00 SANITARY SEWER HOOK UP PW2 0001 PUBLIC WORKS SEWER CONNEC 10/30/12 APPROVED RV REQ COMM: January 7, 2013 7:49:02 AM rvess. RES COMM: January 7, 2013 7:49:25 AM rvess. 8 RECEIVED .�`�� YjSN�,� CITY OF PORT ANGELES PERMIT APPLICATION` MAY 11. 2015 r®) a Building .Division /Electrical Inspections �► 321 East Fifth Street -- P.O. Box 1150 / Port Angeles Washington, 98362 ELECTRICAL RICAL Ph: (360) 417 -4735 Fax: (360) 417 -4711 INSPECTIONS Date: S FS-1 _ 1 & 2 Single Family Dwelling * Plan Review May Be Iletred, Please Complete Electrical Plan Review Information Sheet p Job Address: � Building Square Footage; V00 I DesaCi tion f above Q S - - Owner 1 formatlat Contractor Information Name: Gam/ Name: Mailin Address: d Mailing Address: City: \r CQ.vvae e_Q ttaate Zip: �$� City: State Zip: Phon ' Phone: Fax: License # 1 Exp, License # ! Exp. Item Unit Charge (qty Total (Qty Multiplied by Unit Char gel Service/Feeder 200 Amp. $120.00 $ Service/Feeder 201 -400 Amp. $146.00 $ ServicelFeeder 401.600 Amp $ 205.00 $ Service/Feeder 601.1000 Amp. $ 262.00 $ ServicelFeeder over 1000 Amp. $ 373.00 $ Branch Circuit Wl 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/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 _ $ Thermostat $ 56.00 _ $ Note; $5,00 for each additiorai 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 1 $ Each Swimming Pool or Hot Tub $11000 $ $ 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 -4613, 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 # �� S x Dated: —. 0110112012 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number . . . . T5- 00000503 Date 5/12/15 Application pin number 625512 Prcperty•Address 1302 P ST ASSESSOR PARCEL NUMBER; 05-30-01-8-0- 0150 -0000- Application type description ELECTRICAL ONLY Subdivision Name Property Use . , . . . . . . Property Zoning . , . . . , . RS9 RESONTL SINGLE FAMILY Application valuation . . . . 0 Application desc New detached garage Owner Contractor ------------------------ RAYMOND LEE. /NANCY KAY SILCOX OWNER 1302 P ST PORT ANGELES WA 98363 Permit . . . . . ELECTRICAL NEW RESIDENTIAL Additional desc . Permit Fee . . . 74.00 Plan Check Pee .00 Issue Date , . . . 5/12/15 Valuation , , , . 0 Expiration Date 11/08/15 Qty Unit Charge Per Extension 1.00 74.0000 ECH 'EL- R- OUT3D /DTCH GAR IN /SEP 74.00 Fee summary Charged Paid Credited Due Permit Pee Total 74,00 74.00 ,00 ,00 Plan Check Total DO OO 00 .00 Grand Total 74.00 74.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGII -IN FINAL V COMMENTS: PEA MIT WILL EXP=L SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G: IEXCHANGEIBUILDING