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702 C Street
Address: 702 C Street PREPARED 12/04/14, 12:48:52 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/04/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 702 C ST SUBDIV: CONTRACTOR : J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RICHARD AND JUDY KENNEDY PHONE : PARCEL 06-30-00-0-2-4100-0000- APPL NUMBER: 14-00000423 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFO O1 6/05/14 JLL BLDG FOUNDATION 6/10/14 AP June 5, 2014 8:12:08 AM jlierly. t. June 10, 2014 1:53:24 PM jlierly. BL9 01 7/10/14 JLL BLDG SHEARWALL 7/10/14 AP July 10, 2014 8:41:48 AM pbarthol. Jason 460-2673 July 10, 2014 4:30:13 PM jlierly. BAIR O1 9/17/14 JLL BLDG AIR SEAL 9/18/14 AP September 17, 2014 8:47:26 AM pbarthol. j Jason 460-2673 September 18, 2014 8:13:58 AM jlierly. ` BL3 01 9/17/14 JLL BLDG FRAMING 9/18/14 AP September 17, 2014 8:47:01 AM pbarthol. Jason 460-2673 September 18, 2014 8:13:58 AM jlierly. ELI 01 9/24/14 JLL BLDG INSULATION 9/24/14 AP September 24, 2014 8:25:27 AM pbarthol. Jason 460-6172 September 24, 2014 4:56:44 PM jlierly. BL99 01 12/04/ 4 BLDG FINAL December 4, 2014 12:04:19 PM pbarthol. Jason--460-2673 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 -- 12/ ---——-- —--—-MECHANICAL FINAL-------------——------------------—---------------- December 4, 2014 12:04:47 PM pbarthol. PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 01 6/05/14 JLL PLUMBING UNDER SLAB 6/10/14 AP June 5, 2014 8:13:29 AM jlierly. June 10, 2014 1:53:24 PM jlierly. PL5 01 6/19/14 JLL PLUMBING BUILDING SEWER 6/19/14 AP June 19, 2014 9:27:48 AM pbarthol. - June 19, 2014 4:06:30 PM jlierly. PL6 01 6/19/14 JLL PLUMBING WATER SUPPLY 6/19/14 AP June 19, 2014 9:26:24 AM pbarthol. Jayson 460-2673 June 19, 2014 4:06:30 PM jlierly. PL2 01 8/27/14 JLL . PLUMBING ROUGH-IN 8/27/14 AP August 27, 2014 10:15:33 AM jlierly. ---------------------------- CONT ONTO NEXT PAGE ----------------------------------- PREPARED 12/04/14, 12:48:52 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/04/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 702 C ST SUBDIV: CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RICHARD AND JUDY KENNEDY PHONE PARCEL 06-30-00-0-2-4100-0000- APPL NUMBER: 14-00000423 RES ACCESSORY BUILDING ------------------ --- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --- --------------------------------- - August 27, 2014 3:39:29 PM jlierly. PL99 01 12/04/3,4 PLUMBING FINAL December 4, 2014 12:04:57 PM pbarthol. ------------ ------ --- -- COMMENTS AND NOTES 4, S CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000423 Date 4/29/14 Application pin number . . . 023983 Property Address . . . . . . 702 C ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4100-0000- REPORT SALES TAX Application type description RES ACCESSORY BUILDING Subdivision Name . . . . . . on your state excise tax foln7 Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 51564 Location Code O$OZ) ---------------------------------------------------------------------------- Application desc 810 sq ft detached garage w/810 sq ft 2nd story ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICHARD AND JUDY KENNEDY J GRICE CONSTRUCTION LLC PO BOX 3148 223 MARSDEN RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-1708 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 810 SQ FT GARAGE/810 SQ FT 2ND Permit Fee . . . . 684.25 Plan Check Fee 444.76 Issue Date . . . . 4/29/14 Valuation . . . . 51564 Expiration Date 10/26/14 Qty Unit Charge Per Extension BASE FEE 670.25 2.00 7.0000 THOU BL-50,001-100K (7.00 PER K) 14.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 72.05 Plan Check Fee .00 Issue Date . . . . 4/29/14 Valuation . . . . 0 Expiration Date 10/26/14 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 7.25 1.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 14.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 114.00 Plan Check Fee .00 Issue Date . . . . 4/29/14 Valuation . . . . 0 Expiration Date 10/26/14 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 7.0000 EA PL-PLUMBING TRAP 21.00 1.00 7.0000 EA PL-WATER LINE 7.00 2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00 1.00 15.0000 EA PL-SEWER LINE 15.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work 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 s to be true and correct. AJIprovisions of laws and ordinances governing this type of work will be complied with whether specified n or no. The granting o permit does not presume to give authority to violate or cancel the provisions of any state or local la eg la ng constr ction or t performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signat o Owner(if owner is builder) T:Forms/Building Division/Building Permit f 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b 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: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 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 Page 2 Application Number . . . . . 14-00000423 Date 4/29/14 Application pin number . . . 023983 REPORT SALES TAX Qty Unit Charge Per Extension our state excise tax form 1.00 7.0000 EA PL-WATER HEATER 7.00 On y ---------------------------------------------------------------------------- to the City of Port Angeles Special Notes and Comments (Location Code 0502) The Fire Department has reviewed the project application and has no comments April 11, 2014 10:48:29 AM sroberds. The proposal will result in a detached garage in the RS-7 zone for total lot cov of 30% and site cov of 40%. No land use issues are anticipated. April 11, 2014 11:02:40 AM sroberds. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. 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 The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. Replace the existing driveway opening on "C" Street to full height and completed to City standards. A separate Right of Way Construction application is to be submitted by the contractor doing this work. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 870.30 870.30 .00 .00 Plan Check Total 444.76 444.76 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1319.56 1319.56 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work 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) T:Forms/Building Division/Building Permit S n 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b 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: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES �® PUBLIC WORKS &UTILITIES a� 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000423 Date 4/29/14 Application pin number . . . 023983 Property Address . . . . . . 702 C ST �/ ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4100-0000- REPORT SALES TA Application type description RES ACCESSORY BUILDING Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 51564 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 810 sq ft detached garage w/810 sq ft 2nd story -------=-------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICHARD AND JUDY KENNEDY J GRICE CONSTRUCTION LLC PO BOX 3148 223 MARSDEN RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-1708 Other struct info . . . . . HARD SURFACE AREA ----------- ---------------------------------------------------------------- Permit . . . . . DRIVEWAY INSTALLATION Additional desc . . EXISTING TO FULL HEIGHT Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 4/29/14 Valuation . . . . 0 Expiration Date . . 10/26/14 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 135.00 Plan Check Fee .00 Issue Date 4/29/14 Valuation . . . . 51564 Expiration Date 10/26/14 Qty Unit Charge Per Extension 1.00 135.0000 EA SAN SEW ADD DIR CON 135.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments April 11, 2014 10:48:29 AM sroberds. The proposal will result in a detached garage in the RS-7 zone for total lot cov of 30W and site cov of 40W. No land use issues are anticipated. April 11, 2014 11:02:40 AM sroberds. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 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 spel4fied herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or aw ulatin nstruction or the performance of construction. Signature of Contractor or Authorized Agent Date Si ner(if owne(is builder) !! Date T:Forms/Building Division/Public Works Permit r PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE 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/ CONSTRUCTION-R.W. ENGINEERING 4174807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4b7- BUILDING 4815 T:Fotms/Building Division/Public Works Permit .. °�`^��N CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14400000423 Date 4/29/14 Application pin number . . . 023983 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments Trench safety per applicable laws. Temp erosion control and on your state excise tax form surface restoration responsibility of applicant. Contact to the City of Port Angeles City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, (Location Code 0502) foundation drains, yard drains, or any other CSO contribution is allowed. 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 The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. Replace the existing driveway opening on "C" Street to full height and completed to City standards. A separate Right of Way Construction application is to be submitted by the contractor doing this work. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- _ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 315.00 315.00 .00 .00 Plan Check Total .00 .00 .00. .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 319.50 319.50 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether 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 f - v PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE e 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/,, CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4'17- BUILDING 4815 T:Forms/Building Division/Public Works Perrnit THE ORT GE EC I For City Use CITY OF 1. lel A.. �7 Permit# � 3 WASH INGTO N, U . S. Date Received: r 321 E 5th Street ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIA PLICATION Project Address: ��02 S S�� � �,� T �� Phone: Primary Contact: - Email: Name � Phone / Property Mailin Address Email Owner P. a - 3 City State 71P APd2T" Name Q ' Phone d 6 Contractor Address Email Information City State tL zip (?9,3/2- Contractor License# J� / C7� � Exp.Date: /I Legal Description: Zoning: Tax Parcel# F$P roject Value: (m terials and labor) _-5/�r Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction Mr, Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No � Yes ❑ No Project Description aqo q Fr Is project in a Flood Zone: Yes ❑ No Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. I r4" Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor O Second Floor O Covered Deck/Porch/Entry L1 a Deck(over 30"or i° floor) 1 Garage Carport Other(describe) Area Totals / Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Covera a Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) 704D� a©q 30 26 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # _ Heating/Cooling appliance # re ration Evaporative Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # 21 Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx s >. � .. t 10 �` r` 1001 u b w i = x I s ; .; 039 1012 , > Rk .. u. 1006 ��. 702 A� - a 4 � ,z M, 940 s- e. Y , sf `{ n 934 tv kbL f r, .' # W.7TH ST. _ (� 3• PROPERTY PUBLIC RIGHT LINE 50 OF WAY y a XISTING m o u CURB a= (E)WATE a METER& SHUTOFF (E)TREE ----- 1 F U O i NOm (E)7 I LL w O I I 702 S. 'C'ST. EXISTING I I ONE-STORY I ' I HOUSE: ' i1 1140 SF I I o I ' \ I p \ I(E)TREEI I ` I I \ I I n I I \ I i ` I I ` I I I I \ I 20'-r I I DEMO(E)I I I GARAGE 2290SF 0 T SIDE B 2 (E)UTILITY SETBACK ALLEY I E)TEL.POLE _1. I POLE DEMO TEL.LINE. 1"=40' 702 S.C STREET PORT ANGELES DEMO PLAN APN 0630000241000000 OWNER:RICHARD AND JUDY KENNEDY 619-920-9244 04-07-2014 V �d upi (L _ W.7TH ST. _ I (L 35' PROPERTY PUBLIC RIGHT LINE 50' OF WAY } a v3 EXISTING XISTING m o CHIMNEY:9 SF (E)TREE p 0 CURB 'a EXISTING 0 (E)WATER METER& UNCOVERED SHUTOFF PORCH STAIR --— -— (<30"ABOVE GRADE)= 3' 30' E)TEL. r cYi 28 SF POLE. N 0 (EO REEI I LL y EXISTING FENCE EXISTING ° PUD METER I I I XIST. EXISTING STAIR TO 1702 S. 'C'ST. KT43 OVERED BASEMENT I EXISTING ORCH: (<30"ABOVE GRA I I ONE-STORY SF 40 SF ; I HOUSE: 3'-6" 1140 SF BOVE)PROPOSED EXT. GRADESTAIR&DECK(<3( o ABOVE GRADE)=14 SF PROPOSED EXT. 1 \ s� 1 0 (E)TREEI XIST. STAIR AND DECK STAIR (>30"ABOVE (<30" IA ° GRADE)=97 SF \ I Y ABOVE I WATER SHUTOFF i " GRADE)= (E)SEWER LINE - _I � A� 22 SF UNDERGROUND --- I.A_ ELEC.TO HOUS rr I \ ENTRY ROOF 4 \ I \ PROPOSED CONC. WALK(95 SF) 1 I $ap PROPOSED 2-STORY, 1 �\ ixa 2-CAR GARAGE EXERCISE/STORAGE: I \ 810 SF FOOTPRINT I I PROPOSED:: I o o I \ PROPOSED OVERHEAD I I GRAVEL DRLVE I o b PUD CONNECTION 20'X27'=540,SF, AND 200 AMP PANEL I 73 SIDE b 8' 2T SETBACK 7'SIDE -------- 0 15' 30' (E)UTILITY SETBACK ALLEY E)TEL.POLE. � POLE DEMO TEL.LINE 1"=30' TO HOUSE. ALLOWABLE LOT COVERAGE: 702 S.C STREET 30%OF 7000 SF=2100 SF PORT ANGELES 1140 SF+9 SF+43 SF=1192 SF EXISTING APN 0630000241000000 810 SF+1zA SF= 907 SF PROPOSED OWNER:RICHARD AND JUDY KENNEDY 2099 SF PROPOSED LOT COVERAGE 619-920-9244 04-07-2014 ALLOWABLE SITE COVERAGE: 50%OF 7000 SF=3500 SF 1140 SF+9 SF+43 SF+28 SF+40 SF+22SF=1282 SF EXISTING 810 SF+97 SF+14SF+95SF+540SF= 1556 SF PROPOSED 2838 SF PROPOSED SITE COVERAGE SITE PLAN 1 — -o — L O I Sri'wX 3 ) f-- 1 I I — = �Pw — —DBL 2X8-- 71<- 13CIAGONAL 6'8"H R.O. I I I n I• N \ D.F.#2 FULL-GLAZED jO'_. " I -_ _ Q CONT.HDRFRENCH DOOR 19 \ I_ ! �' DET ELEC. " B O i `.22"X 30' I 1 WALL HEATERO "`2X6STUDS I �,WINDOW kl9 "- w ""-- @16-O.C. ATTIC ACCESS C I a m V6H WIR-21 INSUL O I A80VE DOOR = / I PRIGHT II USI IK AND 1I2 GVP. JDBL 2X8 �CO/SD `CONT(2)2X8 ap � IIFREEZER • BD.EA SIDE. .F.82DF.M2 HDR 0 - " 1 I TM.ET `ON-DEMANDELEONT.HDR-THERMALS EAK AT CONC.S WATER HEATER n ___ _ � AT PERIM R —I - l G~ CONCRETE' CO/SD OF 1I2 BATH I O O wA X I OG 5'-3" F 7 I 2 It P O tG X -- _.__—1I _ I L J , FIBERGLASS -- ---i HALF-LITE FLOOR FRAMING: 1 O DOOR II 2X12 D.F.#2 2W X 3'H I O 4JOISTS @ 16"o.c. WORKBENCH 1 I 41 i ROOF FRAMING u I K n I / TWO CAR MANUFACTURED I`O % I GARAGE I SCISSOR I 1 (UNCONDITIONED) r26'X 26'X 12' m TRUSSES I 1 (810s1 GROUND FLOOR) CONC.FTG.W/ 1 @ 24' 1 (SEALED CONCRETE FLOOR) ' q4 BARS CONT. — 1 I @ 6"o.c.E.W. I I I TVP..U.O.N. i j I A L `i I — ELEC.PANEL. 1 $S / /GLULAM I 2 "P 2D0 AMP 1 I TYP. / ON 6X6 a I D.F.#2 POSTS 1 ' u; O � �� I D.F.A2 BXB W/CC088 I p 1 P.U.D. I POST W/C866 a I N I tD I CONNECTION \', I POST BASE / I I FOR GARAGE 1 AND W/CCO66 1 I I AND(E)HOUSE-. I POST CAP,TVP. 1 z I I I M D.S. L 4X8 D.F.M2 HDR 4X8 D.F.g2 HDR 1 1 I H 1 I 1 I I I 5 5 5 -- --- -- -------- `-------- -- -- —J HDUO ON HDUO ON NDU4 ON D.S. DOUBLE DOUBLE TOSPLASM ----- DOUBLE (DRAINS TO ` 2X STUDS 2X STUDS 2X STUDS W/518'0 ATR WI518'0 ATR W/518'0 ATR HOLM ON W/8'EMBED W/W EMBED W19'EMBED DOUBLE 2) 2'-8Yi 2'-8'R.O. 6'3 7-B'R.O. 6'aYi 2'-8'R.O. 7-8Yi.._.l B'-3'R.O. 8'-3'R.O. W1518"0 A OVERHEAD OVERHEAD W/8"EMBE 2T GARAGE DOOR GARAGE DOOR 5,-2, (8W X TH) 2'$' (8W X TH) 2,3. 173_ { 2T BALLOON FRAME SOUTH WALL TO BOTTOM CHORD OF TRUSS 2 U/4'=1'PPER A"FLOOR PLAN GI 1 3 1/ I r— _ W.7TH ST. _ I r 35' PROPERTY PUBLIC RIGHT LINE 50' OF WAY y a �3 XISTING m o CURB I a= (E)WATER METER& —SHUTOFF (E)TREE I O I I N O m (E)TREEI I co O I I I � I i I 702 S. 'C'ST. EXISTING I i ONE-STORY I I I HOUSE: 1140 SF 0 F- I `�I I O \ I(E)TREE, i � I 1 v i n I I \ I I I ` I I ` I I I I \ I 20'-7' 1 r----Z ,� I 1to' 4 DEMO(E) '7 \ 1 1 GARAGE 1{ I i \ N 21 OF t V-3" 0 7-SIDE ______ 0 20' 40' (E)UTILITY SETBACK ALLEY E)TEL.POLE POLE DEMO TEL.LINE. 1"=40' 702 S.C STREET PORT ANGELES DEMO PLAN APN 0630000241000000 1"=40' OWNER:RICHARD AND JUDY KENNEDY 619-920-9244 04-07-2014 .k'?res$riptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factor Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 49 0.026 Wood Frame Wall9'k-' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall``` 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. ❑2.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3.Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergy.pdf ablt. R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci .=continuous insulation, int.=intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1110/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. " First value is cavity insulation,second is continuous insulation or insulated siding,so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. I The second R-value applies when more than half the insulation is on the interior of the mass wall. J For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. I Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. N( � r\E -DE31EW CNLCS FoR 6AQA6C FcP- KENWEDl LOC: 70-L 15- C,57, -PoR7 ArNbl�-ruZ, �+ A -UeS16N L-0 NUS WtNlo- 13O MPq, F-YOVC 0 -2t) psf \N Nt) LOANN6 ' ZND FLOOR- 30 C LINED -TR-kpy-1/7 Z -LI12 (D Uwe D I. F m tk 1111 FLtxO r-41 LINE 0 =U t-4E OZ 3,Z)7 N, SE1SMV:. LDNID)\N(o U N E S-Li N E B Rzo F FW09- WAUS 15/Z- CAR \N IkUL -Ms�G w FLL-)Op, vi:22It� IN F- VV 2(�:b 95 Of \J,=221 2=ZZt SNr> FLOOX hLL h ,ttD- i4z� NA RX '/c-=.9.913= 652- A �tOIZ- I(cd NA t1 S 1 -21 Jif 14 I qC5T2. buN&ENESS - DES16N LINE(g) \J-2bb4 q,,-cl E5 pi f =,z I pif NO Cawr-Klzbl -115838a 44L MAX T/C,= b-b-1(Iqi-gb) NA1>,S 1%0 b(6 pi f \/sf,_(dj3 pi f CFTM ble>:: N lFjo bo LIN pli: 0.C.. NO GLOLKINO -371-L: t32B wo I+D fZEG'D 'T/c, (o-b&:4C)5 NAILS �AAX Fw)re., U N F- 0 0-TM= b Ild-V1.3-62 -41�140 ILI tC)b+l 33-ko-5.to=201 Ql'A I h KoU7- ON jvlko`5 + +5� ABC74E =241b tAjl 51B"OXT�?- F(D \JILYT=53bb 101 p If 2- b1-3820 MA 'T/ Y, r ' xe LINE v=2`83 \4.T, = 23 V , � i30 =63 ply lr„, ' s/3u= i51 plf t R4V) S 51/2 V=I R' III 53 "�{(�� 4J �� � Y. � a..J �" W ITFfiN� r asp= A2. t5d@ic;•®.(-.�� 01""�'��.��.2J59 Tv� w/ 2x BLOG�rrvG s „ MAX T'c-:'- i.5S• 5 A 21b4 N' ll1-$ NAILS r F C)QN1A WN PO-01,4LlN 'v$2C7 t` MvMOIX'383' 1g° � �12i3`i.•�2.r a 63'5” �s �.� I'33•`" •i�.lf1�X41 �ro3 a i SPAN -�` 39 12 f�toz f f r 3 -t"I24e," 05' j r->L:-- 15-15=22.5 p IF CZ) Z 9 15 OF 2.. ol�L ��-2.5.15 =315 PIF ' Y LL aD pI 1 i 3 ' 3 i f F f y 4, 4 � �_!�i 9 �. ._,_ _ . �1 � U� � ass o� r��✓ KEN Nom► r Rte. � 4�_=-`Z' W -TPt�=�� lc>L.=ACS 4xb bF*,�L s y 11�Q Ott U>r GG�1.z- =SORA (SfE 47'rG/f cAix � � � t - 3' W INDow ttl>P, S PANS +05IPI EFLwP,- rzit3-��J� a tL7— b8 pif i LL=-40,fo zMp)f Iboll ILe,iDo _ SPAN= t�} � S_�735 i2��ov,�►:1=Z1 ,n3 bb p of 5PAW=� .. t7�=10 c�5f LL=90 p51F (SEE AAMC H-C-b C+aS) i FjC-A CCNL_ Ji f s fl 2- 5 KED { oc t DF W2- 81 # UPU FT IZ-6 3-15 ZT If �t l"t—�tt7 plF g x t 2.- 60 4 ib6xi� 3 a , i i 5 F S i i 7 ' MeoaWind Pro v2 . 2 . 4 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 4/3/2014 Project No. : 14012. Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE 1 Description Detached Garage for Kennedy City PORT ANGELES Customer Name Dungeness Design State WA Proj Location Port Angeles, WA File Location: C:\Users\MADDIE\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 6 : 12 Slope of Roof(Theta) = 26.57 Deg Ht: Mean Roof Ht = 19.38 ft Type of Roof = GABLED RHt: Ridge Ht = 22.75 ft Eht: Eave Height = 16.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 30.00 ft Bldg Width Across Ridge= 27.00 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See fig 27.6-2 for Parapet wind Pouf Pressures pressures See Table 27.6-2 Mean roof ht. PM ® — Wind Wall Pressures ---� g See TaWe 27.E-1 h Plan P® Elevation N�4 Gabled Roof MWFRS Pressures for Wind Normal to 30 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.90 h: Height to top of Windward Wall = 16.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.35 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.29 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.53 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.11 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.24 psf pw0: Windward wall press @ bot acting toward wall = p0-p1 = 13.18 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 19.375 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 26.57 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -11.01 8.63 2 -13.74 -6.54 3 -21.12 .00 4 -18.78 .00 5 -15.42 .00 Note: A value of '0' indicates that the zone/load case is not applicable. MWFRS Pressures for Wind Normal to 27 £t wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.11 h: Height to top of Windward Wall = 22.75 ft ph: Net Pressure at top of wall (windward + leeward) = 22.24 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.64 psf ps: Side wall pressure acting away from wall = .55 * ph = -12.26 psf pl: Leeward wall pressure acting away from wall = .37 * ph = -8.18 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 14.06 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.46 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 19.375 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 26.57 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -11.01 8.63 2 -13.74 -6.54 3 -21.12 .00 4 -18.78 .00 5 -15.42 .00 Note: A value of '0' indicates that the zone/load case is not applicable. • Anchor Designer T°" Company: ZENOVIC&ASSOCIATES Date: 4/3/2014 Engineer: MRS Page: 1/4 Software Project: 14072 Version 2.0.4896.18 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: 1.Pro4ect information Customer company: DUNGENESS DESIGN Project description:STRUCTURAL DESIGN FOR NEW GARAGE Customer contact name: FOR KENNEDY Customer e-mail: Location:PORT ANGELES,WA Comment: Fastening description: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch): 18.00 State:Cracked Anchor Information: Compressive strength,f.(psi):2500 Anchor type:Cast-in-place qj,,v: 1.0 Material:AB Reinforcement condition:A tension,B shear Diameter(inch):0.625 Supplemental reinforcement:Not applicable Effective Embedment depth,her(inch):9.000 Do not evaluate concrete breakout in tension:No Anchor category:- Do not evaluate concrete breakout in shear:No Anchor ductility:Yes Ignore 6do requirement:Yes hmn(inch): 11.00 Build-up grout pad:No Cmc(inch): 1.25 Smm(inch):2.50 Base Plate Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination:U=0.9D+ 1.6W+ 1.6H Seismic design: No 6112 Ib Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads: No <Figure 1> 0 Ib Y Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax 925.847.3871 www.strangtie.com • Anchor DesignerTM Company: ZENOVIC&ASSOCIATES Date: 4/3/2014 Engineer: MRS I Page: 2/4 n ' r Software Project: 14072 Version 2.0.4896.18 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: <Figure 2> I I --- - 9.25 - -- 2.75 Recommended Anchor Anchor Name:PAB Pre-Assembled Anchor Bolt-PABS(5/8"0) Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax 925.847.3871 www.strongtie.com *._1WZi*91jM Anchor DesignerTM Company: ZENOVIC&ASSOCIATES I Date: 4/3/2014 Engineer: MRS Page: 3/4 Software Project: 14072 Version 2.0.4896.18 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N..(lb) Vu-(lb) Vuay(lb) J(V_)2+(V...)2(lb) 1 6112.0 0.0 0.0 0.0 Sum 6112.0 0.0 0.0 0.0 Maximum concrete compression strain(%o):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):6112 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'N.(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 4.Steel Strength of Anchor in Tension(Sec.D.5.111 Ns (lb) 0 ON-(lb) 13100 0.75 9825 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=k.i.�f.h.F S(Eq.D-6) k. da F.(psi) fief(in) Nb(lb) 24.0AA 1.00 2500 9.000 32400 ^b=0(ANc/ANco)'F.d.NVY NY'cp,NNb(Sec.D.4.1 &Eq.D-3) ANc(In Z) ANC.(int) Wed,N TC,N Pcp,N Nb(lb) 0 ONcb(Ib) 345.75 729.00 0.761 1.00 1.000 32400 0.75 8772 6.Pullout Strength of Anchor in Tension(Sec.D.5.3) ONp„_OVI.,PNP=OP,PBAb.gfc(Sec.D.4.1,Eq.D-13&D-14) V1,P Ab.9(int) f.(psi) 0 ONp„(lb) 1.0 1.94 2500 0.70 27205 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Company: ZENOVIC&ASSOCIATES Date: 4/3/2014 Anchor Designer T"" • Engineer: MRS I Page: 4/4 ,. Software Project: 14072 Version 2.0.4896.18 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: 7.Side-Face Blowout Strength of Anchor in Tension(Sec.D.5.3) ONsb=0((1+Ca2/Cat)14)(160Cai1Abrg)AVfc(Sec.D.4.1 &Eq.D-16) cap(in) cat(in) Abr9(int) Z. f.(psi) 0 ^b(lb) 2.75 99999.00 1.94 1.00 2500 0.75 23001 11.Interaction of Tensile and Shear Forces(Sec.D.7) Tension Factored Load,Nua(lb) Design Strength,ONS(lb) Ratio Status Steel 6112 9825 0.62 Pass Concrete breakout 6112 8772 0.70 Pass(Governs) Pullout 6112 27205 0.22 Pass Side-face blowout 6112 23001 0.27 Pass PAB5(5/8"0)meets the selected design criteria. 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com I F 0 R T E MEMBER REPORT HEADERS, Garage Door 1 PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length: 8'9" + 1 1 + ■ 8'3" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) system:Wall Member Reaction(lbs) 1011 @ 1 1/2" 6563(3.00") Passed(15%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 807 @ 7'10 3/4" 3502 Passed(23%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1989 @ 4'4 3/4" 3438 Passed(58%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.060 @ 4'4 5/8" 0.283 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.146 @ 4'4 5/8" 0.313 Passed(L/698) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/360)and TL(5/16"). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports pbs) Supports Total Available Required Dead loo Snow Total Accessories Live 1-Trimmer-DF 3.00" 3.00" 1.50" 590 233 329 1152 None 2-Trimmer-DF 3.00" 3.00" 1.50" 548 233 259 1040 None Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 8'9" 1'4" 10.0 40.0 - Residential-Living Areas 2-Uniform(PSF) 0 to 8'9" 7' 10.0 - - Wall 3-Uniform(PSF) 6"to TY 2'6" 15.0 25.0 Roof 4-Point(Ib) 6" N/A 50 83 Header Above 5-Point(lb) 7'3" N/A 50 83 Header Above /� Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/3/2014 2:20:22 PM Maddie Steams 14072 DUNGENESS DESIGN Forte v4.1,Design Engine:V5.7.0.245 Zenovdc&Associates STIR FOR GARAGE FOR KENNEDY I 14072.4te (360)417-0501 LOC:PORT ANGELES.WA maddie@zenomc.net Page 1 of 1 I F OR T E MEMBER REPORT HEADERS, Garage Door 2 PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length: 8'9" + 1 + O 8'3" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 934 @ 1 1/2" 6563(3.00") Passed(14%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 751 @ 10 1/4" 3502 Passed(21%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1921 @ 4'4 5/16" 3438 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.056 @ 4'4 3/16" 0.283 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.139 @ 4'4 5/16" 0.313 Passed(L/732) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/360)and TL(5/16"). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead liSnow Total Accessories 1-Trimmer-DF 3.00" 3.00" 1.50" 555 233 271 1059 None 2--Trimmer-DF 3.00" 3.00" 1.50" 496 233 171 1 900 None Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 8'9" 1'4" 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 8'9" 7' 10.0 - Wall 3-Uniform(PSF) 0 to 5191, 2'6" 15.0 25.0 Roof 4-Point(Ib) 5'9" N/A 50 83 Header Above Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 4/3/2014 2:20:33 PM Maddie Steams 14072 DUNGENESS DESIGN Forte v4.1,Design Engine:V5.7.0.245 Zenovic&Associates STIR.FOR GARAGE FOR KENNEDY 14072.4te (360)417-0501 LOC:PORT ANGELES.WA maddie@zenovlc.net Page 1 of 1 4 F O R T E MEMBER REPORT Floor Framing, Beam PASSED 1 piece(s) 5 1/2" x 9" 24F-V4 DF Glulam Overall Length: 9'8" U 'J i 8'9" T � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 3321 @ 4" 19663(5.50") Passed(17%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam j Shear(lbs) 2490 @ 1'2 1/2" 8745 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 6956 @ 4'10" 14850 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.133 @ 4'10" 0.300 Passed(L/815) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.169 @ 4'10" 0.450 Passed(L/640) _= 1_0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'. The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supper Total Available Required Dead V� Total Accessories 1-Column Cap-steel 5.50" 5.50" 1.50" 711 2610 3321 Blocking 2-Column Cap-steel 5.50" 5.50" 1.50" 711 2610 3321 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 9'8" 13'6" 10.0 40.0 Residential-Living Areas Weyerhaeuser Notes (I SJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 4/4/2014 8:08:37 AM Maddie Steams 14072 DUNGENESS DESIGN Forte v4.1,Design Engine:V5.7.0.245 Zenovic&Associates $TR.FOR GARAGE FOR KENNEDY 14072.4te (360)417-0501 LOC:PORT ANGELES,WA maddie@zenovic.net Page 1 of 1 4 F O R T E MEMBER REPORT Hoist Beam Support,Beam PASSED 1 piece(s) 6 x 8 Hem-Fir No. 1 Overall Length: 10'5 1/2" 7'9 1/4" 1'91/4" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O location Allavved Result LDF Load:Combinathm(Pattern) System:Floor Member Reaction(Ibs) 378 @ 8'5 1/2" 12251(5.50") Passed(3%) 1.0 D(All Spans) Member Type:Drop Beam Shear(Ibs) 262 @ 9'3 3/4" 3465 Passed(8%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(Ft-lbs) -521 @ 8'5 1/2" 3772 Passed(14%) 0.90 1.0 D(All Spans) Building Code:IBC Live Load Defl.(in) 0.000 @ 5 1/2" 0.267 Passed(L/999+) -- 1.0 D(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.021 @ 10'5 1/2" 0.200 Passed(L/999+) -- 1.0 D(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:LL(2L/360)and TL(0.2"). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on Nos 2005 methodology. Bearing Length Loads to Supports (lbs) Supports Total Available I Required Dead Total Accessories 1-Hanger on 7 1/2"SPF beam 5.50" HangeO 1.50" -23 -23 See note 2-Beam-SPF 5.50" 5.50" 1.50" 378 378 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • See Connector grid below for additional information and/or requirements. Connector.Simpson Strain -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead i LOHLIS Location Width (0.90) Comments I 1-Point(Ib) 10'5 1/2" N/A 250 Hoist Beam I Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installabon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 4/4/2014 9:23:57 AM Maddie Stearns 14072 DUNGENESS DESIGN Forte v4.1,Design Engine:V5.7.0.245 Zenovnc&Associates STIR.FOR GARAGE FOR KENNEDY 14072.¢te (360)417-0501 LOCPORT ANGELES,WA maddie@zeno0c net Page 1 of 1 �il F O R T E MEMBER REPORT HEADERS, CONT HEADER W/HD LOADS 2 PASSED 2 piece(s) 2 x 8 Douglas Fir-Larch No. 2 Overall Length: 10'6" + 1 1 + 3' 3' 3' a a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allotted Result IAF Load:Combination(pattern) System:Wall Member Reaction(lbs) 1984 @ 10'4 1/2" 5625(3.00") Passed(35%) -- 1.0 D+1.0 W(All Spans) Member Type:Header Shear(lbs) 1217 @ 7'10 1/4" 4176 Passed(29%) 1.60 1.0 D+1.0 W(Alt Spans) Building Use:Residential Moment(Ft-lbs) 1265 @ 2' 3785 Passed(33%) 1.60 1.0 D+1.0 W(All Spans) Building Code:IBC Live Load Defl.(in) 0.013 @ 1'10 1/16" 0.112 Passed(L/999+) -- 1.0 D+ 1.0 W(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.014 @ 1'9 3/4" 0.169 Passed(L/999+) -- 1.0 D+1.0 W(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. -638 lbs uplift at support 2.Strapping or other restraint may be required. -405 Itis uplift at support 3.Strapping or other restraint may be required. Applicable calculations are based on NDS 2005 methodology. Bearing Length -- Loads to Supports(lbs) SupportsTotal Available Required Dead F ve Snow Wind Total Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 184 87/-10 98 624 99300 None i 2-Trimmer-SPF 6.00" 6.00" 1.50" 475 218 249 889/ 1831/-1113 None 1113 3-Trimmer-SPF 6.00" 6.00" 1.50" 475 218 249 1880/ 1998/-880 None 4-Trimmer-SPF 3.00" 3.00" 1.50" 184 87/-10 98 1800 216900 None Tributary Dead Floor Live Snow Wind Loads Location Width (0.90) (1.00) (1.1s) (1.60) Comments 1-Uniform(PLF) 0 to 10'6" N/A 120.0 53.0 63.0 - Residential-Living Areas 2-Point(Ib) 2' N/A - - 1385 3-Point(Ib) 5' N/A -1385 4-Point(Ib) 8' N/A - - - 1385 5-Point(Ib) 10'6" N/A - - - 1385 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/4/2014 2:47:10 PM Scott Headrick 14072 DUNGENESS DESIGN Forte v4.1, Design Engine:V5.7.0.245 Zenovic&Assoc. STIR.FOR GARAGE FOR KENNEDY I 14072.4te (360)417-0501 LOC:PORT ANGELES,WA Scott@zenovic net Page 1 of 1 F O R T E ' MEMBER REPORT HEADERS, CONT HEADER W/HD LOADS PASSED 2 piece(s) 2 x 8 Douglas Fir-Larch No. 2 Overall Length: 10'6" 3' 3' 3' 0 o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 1252 @ 10'4 1/2" 5625(3.00") Passed(22%) 1.0 D+1.0 W(Alt Spans) Member Type:Header Shear(Ibs) 1077 @ 4'4 1/4" 4176 Passed(26%) 1.60 1.0 D+1.0 W(Adj Spans) Building Use:Residential Moment(Ft-lbs) 1203 @ 5' 3785 Passed(32%) 1.60 1.0 D+1.0 W(All Spans) Building Code:IBC Live Load Defl.(in) 0.013 @ 5'2 11/16" 0.117 Passed(L/999+) -- 1.0 D+1.0 W(All Spans) I Design Methodology:ASD Total Load Defl.(in) 0.013 @ 5'2 3/4" 0.175 Passed(U999+) -- 1.0 D+1.0 W(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):Ali compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. -441 lbs uplift at support 1.Strapping or other restraint may be required. -793 lbs uplift at support 2.Strapping or other restraint may be required. -975 lbs uplift at support 3.Strapping or other restraint may be required. -207 Ibs uplift at support 4.Strapping or other restraint may be required. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead F�� Snow Wind Total Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 184 87/-10 98 -624 369/-634 None 2-Trimmer-SPF 6.00" 6.00" 1.50" 475 218 249 1113/- 2055/-1078 None 1078 3-Trimmer-SPF 6.00" 6.00" 1.50" 475 218 249 880/ 1822/-1260 None 1260 1068/ 4-Trimmer-SPF 3.00" 3.00" 1.50" 184 87/-10 98 1437/-327 None � --- _ -- — — 317 - Tributary- --Dead Floor Live Snow Wind Loads Location Width (0.90) (1.00) (1.15) (1.60) comments 1-Uniform(PLF) 0 to 10'6" N/A 120.0 53.0 63.0 - Residential-Living Areas 2-Point(lb) 2' N/A - - - -1385 3-Point(Ib) 5' N/A - - - 1385 4-Point(lb) 8' N/A -1385 5-Point(Ib) 10-6" N/A 1385 Weyerhaeuser Notes \v SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product applicabon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/4/2014 2:45:49 PM Scott Headrick 14072 DUNGENESS DESIGN Forte v4.1,Design Engine:V5.7.0.245 ZenoMc 8 Assoc. STIR.FOR GARAGE FOR KENNEDY 14072.4fe (360)417-0501 LOC PORTANGELES,WA scott@zenwc.net Page 1 of 1 Window,Skylight and Door Schedule Project Information Contact Information Kennedy Garage Karla Forsbeck/Dun eness Design 702 S. C St. Port Angeles, WA 98363 520 N. Se uim, WA 98382 360-477-5473 Width Height Ref. U-factor Qt. Feet Inc' Feet inch Area UA Exempt Swinging Door(24 sq. ft. max.) 2 0.20 11 2 10 6 10 19.41 3.87 Exempt Glazed Fenestration (15 sq. ft. max.) L-0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet 1nch Feet Inch Area UA Vinyl Single Hung Insul. Glazing 8 0.30 1 1 s 2 ° 3.01 0.90 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Vertical Fenestration Area and UA 1 3.0 0.90 Vertical Fenestration Area Weighted U= UA/Area 0.30 Overhead Glazing(Skylights) Component Width Height Description Ref. U-factor Qt. Feet i"G' Feet inch Area UA 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U=UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing caicu/ations) 1 22.4 4.77 Window,Skylight and Door Schedule Project Information Contact Information Kennedy Garage Karla Forsbeck/Dun eness Design 702 S. C St. Port Angeles, WA 98363 520 N. Sequim, WA 98382 360-477-5473 Width Height Ref. U-factor Qt. Feet inch Feet inch Area UA Exempt Swinging Door(24 sq. ft. max.) 2 0.20 11 12 1 10 6 10 19.41 3.87 Exempt Glazed Fenestration (15 sq. ft. max.) 1 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet '"c' Feet i"G' Area UA Vinyl Single Hung Insul. Glazing 8 0.30 1 1 6 2 ° 3.01 0.90 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Vertical Fenestration Area and UA 3.0 0.90 Vertical Fenestration Area Weighted U= UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet inch Area UA 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 22.4 4.77 t� W.7TH ST. _ 35' PROPERTY PUBLIC RIGHT LINE 50' OF WAY Q U � EXISTING XISTING m o CHIMNEY:9 SF (E)TREE = co EXISTING O (E)WATER O CURB a METER& UNCOVERED SHUTOFF i PORCH STAIR -- - (<30" ABOVE GRADE)- 3' 30' E)TEL. z a 28 SF ; ' POLE. N °0 5'-8" (E)TREE W EXISTING FENCE I ^ O ( W I co EXISTING ° PUD METER I I I --EXIST. EXISTING STAIR TO 702 S. C ST. zo COVERED BASEMENT ( EXISTING I PORCH: 43 SF (<30" ABOVE GRADE)= I ONE-STORY I ' I HOUSE: � (+3'-6" � co 40 SF , , ABOVE PROPOSED EXT. i 1140 SF 51 GRADE) STAIR & DECK (<30" I I , _ o ABOVE GRADE)=14 SF I - PROPOSED EXT. ( \ s-8 I p STAIR AND DECK 110' " 5' \ i (E)TREE' XIST. (>30" ABOVE ,�„ \ I N STAIR t!9 M (<3011 GRADE) = 97 SF (`�Lo \\ I ABOVE WATER SHUTOFF GRADE)= (E) SEWER LINE \ I IN _ 22 SF UNDERGROUND ——— �A — ELEC. TO HOUSE rtI \ ENTRY ROOF 4' I \ PROPOSED CONC. I I \\ " o WALK (95 SF) i I o PROPOSED 2-STORY, I \ < ,* 2-CAR GARAGE & I T W 11 , EXERCISE/STORAGE: --< •��`:;" :...° .; \ M 810 SF FOOTPRINT o\ O0 ' N PROPOSED OVERHEAD ( I GRAL.:fi1V I o ' N PUD CONNECTION I `26(27-5.40,.,SF. � N w AND 200 AMP PANEL 13'SIDE g' I 27, SETBACK b 7'SIDE -- -- 0 15' 30' (E) UTILITY SETBACK ALLEY E) TEL. POLE. POLE DEMO TEL. LINE 1"=30' TO HOUSE. ALLOWABLE LOT COVERAGE: 702 S. C STREET 30% OF 7000 SF= 2100 SF PORT ANGELES 1140 SF+9 SF+43 SF=1192 SF EXISTING APN 0630000241000000 810 SF+ 4:32 SF = 907 SF PROPOSED OWNER: RICHARD AND JUDY KENNEDY 17 2099 SF PROPOSED LOT COVERAGE 619-920-9244 04-07-2014 ALLOWABLE SITE COVERAGE: 50% OF 7000 SF = 3500 SF 1140 SF+9 SF+43 SF + 28 SF + 40 SF +22SF =1282 SF EXISTING 810 SF+ 97 SF +14SF +95SF + 540SF = 1556 SF PROPOSED 2838 SF PROPOSED SITE COVERAGE SITE PLAN Address: 702 C Street PREPARED 12/04/14, 16:40:29 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/04/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 702 C ST SUBDIV: CONTRACTOR : PHONE OWNER RICHARD AND JUDY KENNEDY PHONE PARCEL 06-30-00-0-2-4100-0000- APPL NUMBER: 14-00000686 RES MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 12/04/14 JL MECHANICAL MECHANICAL FINAL December 4, 20 �. 1� �43:30 PM pbarthol. ----------- -- COMMENT - NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION (97 321 EAST 5TH STREET, PORT ANGELES,WA 98362 \\ Application Number . . . . . 14-00000686 Date 6/11/14 Application pin number . . . 968722 Property Address . . . . . . 702 C ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4100-0000- REPORT SALES TAX Application type description RES MECHANICAL PERMIT on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 3010 Application desc Ductless Heat Pump single port ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICHARD AND JUDY KENNEDY OWNER PO BOX 3148 N PORT ANGELES WA 98362 ----------------------------------'------------------------------------------ Permit . . . . MECHANICAL PERMIT Additional desc . . DUCTLESS HEAT PUMP Permit Fee . . . . 64.80 Plan Check Fee .00 Issue Date . . . . 6/11/14 Valuation . . . . 0 Expiration Date . . 12/08/14 - Qty 2/08/14Qty Unit Charge Per Extension BASE FEE 150.00 r 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 v ---------------------------------------------------------------------------- Special Notes and Comments Per Washington State Code 51-51-315, installation of Carbon Monoxide detector(s) is required if you are installing or replacing a fuel burning appliance (wood, pellet, gas)and must be in place prior to the final inspection of this permit. They are required to be place directly outside of each sleeping area and at least one on each floor of the house. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------= ---------- Permit Fee Total 64.80 64.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.80 64.80 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work 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) T:Forms/Building Division/Building Permit 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. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b 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. Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit TI•IE °� ELES CITY OF For City Use fo W. A S H I N G T O N , U . S . Permit# Date Received: (0 321 East 51h Street Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 7 0 SG & Main Contact: �/ Phone # Dl- 3 1'/ R (14 �,'G` �i7/1 e- E-Mail: Property NameA -/ k Pho0/ Owner Mailin Address Email •o• 130 3/ City State Zip Contractor Name/ r n / Phone 7, aQ , 33 3 Mailin ddress ` Email (J / Re City State W 74 Zip Contractor License# O �qo V/ Expiration: 416 PONXIVI Project Value: Zoning: Tax Parcel# Lot# $ 310/0. a R 11 10h 3W0od 1400009 Type of Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construrplumbing 11 Remodel 11 Addition ❑ Tenant Improvement ❑ Mechanical ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathroom: Yes ❑ No ❑ ProjectI�Ci d D Gt 4- ki7' /d!//1, Description 9�� I have read and completed the application and know it to be true and correct.I am authorized to apply for thi permit. I understand that it is my responsibility to determine what permits are required and to obtain permi prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will 1 considered abandoned and the fees forfeit. Date Print Name Signa e 0�D6 /� /o �rvn Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage SQ FT Site coverage(all impervious+ %Site Coverage structures Mechanical Fixtures Indicate how Many of each type of fixture to be installed or relocated as part of this project. Air Handler 17D V Size: 12g # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit TV Plumbin Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interce for Other describe T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX