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Home My WebLink About3112 Grants View Lane Address: 3112 Grants Lane PREPARED 7/03/14, 14:12:25 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/03/14 ----------------------- ---------- ----- ------ ---- ------- ADDRESS . : 3112 GRANTS VIEW LN SUBDIV: CONTRACTOR : PHONE OWNER MONICA D QUEVEDO AND RAY J VEI PHONE PARCEL 06-30-15-5-1-2831-0000- APPL NUMBER: 13-00001446 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 2/07/14 PB BLDG FOUNDATION FOOTING 2/10/14 DA February 7, 2014 11:39:33 AM pbarthol. Tommy 477-0078 Ray 949-350-5438 February 10, 2014 8:44:17 AM pbarthol. need engineers letter on retaining wall and footing setback from retaining wall. BLFW 01 2/10/14 PB BLDG FOUND FTG/STEM WALL 2/10/14 AP February 11, 2014 11:43:00 AM pbarthol. February 11, 2014 11:44:35 AM pbarthol. ufr ground ok. received letter from engineer on retaining wall/footing placement. BLFD 01 2/20/14 JLL BLDG FOUNDATION DRAINAGE 2/20/14 AP February 20, 2014 9:41:48 AM pbarthol. Ray 949-350-5438 February 20, 2014 3:22:46 PM jlierly. BFF 01 3/03/14 JLL BLDG FLOOR FRAMING 3/03/14 AP March 3, 2014 10:40:35 AM pbarthol. Ray 949-350-5438 March 3, 2014 4:18:19 PM jlierly. BL9 01 3/26/14 JLL BLDG SHEARWALL 3/26/14 DA March 26, 2014 12:07:30 PM pbarthol. RAY 949-350-5438 March 26, 2014 3:54:25 PM jlierly. Renail shear panels to engineer specs on plans/ recall when ready/jll BL9 02 3/28/14 JLL BLDG SHEARWALL 3/28/14 AP March 28, 2014 9:45:44 AM pbarthol. Ray 949-350-5438 March 28, 2014 3:56:32 PM jlierly. BAIR 01 4/14/14 JLL BLDG AIR SEAL 4/14/14 AP April 14, 2014 11:56:46 AM pbarthol. RAY 949-350-5438 April 14, 2014 4:21:53 PM jlierly. BL3 01 4/14/14 JLL BLDG FRAMING 4/14/14 AP April 14, 2014 11:56:23 Am pbarthol. RAY 949-350-5438 April 14, 2014 4:21:53 PM jlierly. BLI 01 4/15/14 JLL BLDG INSULATION 4/15/14 AP April 15, 2014 9:02:29 AM jlierly. April 15, 2014 4:15:56 PM jlierly. PW99 01 6/25/14 RV PUBLIC WORKS FINAL 6/25/14 AP June 25, 2014 10:18:48 AM rvess. June 25, 2014 10:19:05 AM rvess. BL99 01 7/03/14 JLL BLDG FINAL July 3, 2014 12:44:08 PM pbarthol. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 7/03/14, 14:12:2S INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/03/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 3112 GRANTS VIEW LN SUBDIV: CONTRACTOR : PHONE OWNER MONICA D QUEVEDO AND RAY J VEI PHONE PARCEL 06-30-15-S-1-2831-0000- APPL NUMBER: 13-00001446 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ Ray 949-350-5438 ------------------------------------------------------------------------------------------------ PERMIT. ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 4/09/14 JLL MECHANICAL ROUGH-IN 4/14/14 AP April 9, 2014 9:00:06 AM pbarthol. Ray 949-3SO-5834 April 14, 2014 12:00:01 PM jlierly. ME99 01 7/03/14 JLL MECHANICAL FINAL July 3, 2014 12:45:05 PM pbarthol. Ray 949-350-S438 ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 4/03/14 JLL PLUMBING ROUGH-IN 4/03/14 AP April 3, 2014 9:40:23 AM pbarthol. Ray 949-3SO-5438 April 3, 2014 4:26:42 PM jlierly. PL99 01 7/03/14 JLL PLUMBING FINAL July 3, 2014 12:45:12 PM pbarthol. Ray 949-3SO-5438 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00001446 Date 1/17/14 Application pin number . . . 998444 Property Address . . . . . . 3112 GRANTS VIEW LN ASSESSOR PARCEL NUMBER: �06-30-15-5-1-2831-0000- QS Application type description RES NEW SFR REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . .. . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation . . . . 150500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc New SFR in RS-9 Zone ---------------------------------------------------------------------------- < Owner Contractor ------------------------ ------------------------ MONICA D QUEVEDO AND RAY J VEI OWNER 1541 Taylor Cutoff Rd. Secfuim SEQUIM WA 98382 ---------------------------------------------------------------------------- Permit . . . . . . BUILDIN G PERMIT -RESIDENTIAL Additional desc 1G40 SQ FT SFR Permit Fee . . . . 1305.85 Plan Check Fee 848.80 Issue Date . . . . 1/17/14 Valuation . . . . 150500 Expiration Date . . 7/16/14 Qty Unit Charge Per Extension BASE FEE 1020.25 51.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 285.60 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL PERMIT Additional desc . SFR MECHANICAL Pr Permit Fee . . . . 104,45 Plan Check Fee .00 Issue Date . . . . 1/17/14 Valuation . . . . 0 Expiration Date . . 7/16/14 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 4.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 29.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 ---------------------------------------------------------------------------- Permit . . . . PLUMBING PERMIT Additional desc SFR PLUMBING Permit Fee . . . . 212,00 Plan Check Fee .00 Issue Date . . . . 1/17/14 Valuation . . . . 0 Expiration Date . . 7/16/14 Qty Unit Charge Per Extension BASE FEE 50.00 41 11.00 7.0000 EA PL-PLUMBING TRAP 77.00 1.00 7.0000 EA PL-WATER LINE 7.00 8.00 7.0000 EA PL-DRAIN VENT PIPING 56.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. J, 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 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 by AIR SEAL: Walls Ceiling FRAMING: 'jo—ists-TG—irders Under Floor Shear Wall I Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00001446 Date 1/17/14 Application pin number . . . 998444 Qty Unit Charge Per Extension REPORT SALES TAX 1.00 15.0000 EA PL-SEWER LINE 15.00 on your state excise tax form 1.00 7.0000 EA PL-WATER HEATER 7.00 ---------------------------------------------------------------------------- to the City of Port Angeles Special Notes and Comments December 30, 2013 11:31:34 AM tamiot. (Location Code 0502) ELECTRICAL PERMIT WILL BE REQUIRED. UNDERGROUND SERVICE FROM EXISTING PED AT SE CORNER. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. December 30, 2013 9:37:43 AM sroberds. The proposal will result in a new sfr in the RS-7 for total Jot cov of 21% and site cov of 35%. The site plan indicates 25' front and rear setbacks; the RS-7 zone allows for 201 setbacks. No land use issues anticipated. 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 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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 1622.30 1622.30 .00 .00 Plan Check Total 848.80 848.80 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7765.60 7765.60 .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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts 'Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor I Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by 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 I Floor/Ceiling MECHANICAL: Heat Pump/Furnace I FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s A: Parking/Lightin ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 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 I R r 4 0* CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00001446 Date 1/17/14 Application pin number . . . 998444 Property Address. . . . . .. . 3112 GRANTS VIEW LN REPORT SALES TAX ASSESSOR PARCEL NUMBER: OG-30-15-5-1-2831-0000- on your state excise tax form Application type description RES NEW SFR Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 150500 ---------------------------------------------------------------------------- Application desc New SFR in RS-9 Zone ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MONICA D QUEVEDO AND RAY J VEI OWNER , 1541 Taylor Cutoff Rd. Sequim SEQUIM WA 98382 ------------------------------------------------------ --------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 1/17/14 Valuation . . . . 0 Expiration Date 7/16/14 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/811 DROP IN WATER METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 1/17/14 Valuation . . . . 135000 Expiration Date . . 7/1G/14 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 1/17/14 Valuation . . . . 135000 Expiration Date 7/16/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments December 30, 2013 11:31:34 AM tamiot. ELECTRICAL PERMIT WILL BE REQUIRED. UNDERGROUND SERVICE FROM EXISTING PED AT SE CORNER. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permitbecomes 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:\Po1icies\1 102.15[10/08] PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS 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 ACC PTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE I METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYfUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\l 102.15[10/08] CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00001446 Date 1/17/14 Application pin number . . . 998444 REPORT SALES TAX ---------------------------------------------------------------------------- on your state excise tax form Special Notes and Comments of contrasting color from the background. to the City of Port Angeles December 30, 2013 9:37:43 AM sroberds. (Location Code 0502) The proposal will result in a new sfr in the RS-7 for total lot cov of 21% and site cov of 35%. The site plan indicates 25' front and rear setbacks; the RS-7 zone allows for 20' setbacks. No land use issues anticipated. 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 3GO 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 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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6044.50 6044.50 .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-\Po1icies\1 102.15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS ATJOB SITE INSPECTIONTYPE DATE ACCEPTED CONINIENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PAR-KING 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 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING TAPolicies\I 102.15[10/08] THE 0D.1"r For City Use CITY OF X GELES. Permit# P -A�L Perr W A SH INGTON , U . S . ate Received: 321 E 5th Street jDate Approved Port Angeles,WA 9836 P:360-417-4817 F: 360-417-4711 Email:permits0cityofpa.us LI BUILDING PERMITIAICATION 7 _A(7\ �� 1 Project Address: "Eui -- Primary Contact: Phone: 319 Email: RM R L")W juln 5@Woo ' Narn7-% )2f� Phone OM -'--� Property I Add Ernailp CA Owner State zip cit�—EQwry\ WR Name Phone — 9�' w� �� -*�%- Contractor Addr yk--3+�ANia Email Information city�SlEm'Nw-\ State MA zip CIS30a Lc:ontractor 1,icense# P, Exp.Date: z ]a- Legal Description: Zoning: Tax Parcel # Pr9j ect Value: (materials and labor) T oc;�Ols 5 ias'-31 $ -06TG007, clo /1A'5-'00 Residential 4K Commercial El Industrial 1:1 Public El Permit Demolition El Fire 11 Repair 1:1 Reroof(tear off/lay over) 0 Classification For the following, fill out both pages of permit application: (check New Construction�K Exterior Remodel El Addition 11 Tenant improvement appropriate) I Mechanical El Plumbing 11 Other 11 Willa fire sprinkler system be installed Irrigation System? Proposed Bathrooms � Proposed Bedrooms or modified? Yes 0 No Yes 0 NoIK I/ 3 Project Description Is project in a Flood Zone: Yes 0 NoO Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 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. Print Nam"� I ML V Date 0-a�-L e Si,-nature Residential Structures For Office Use Area Description (SQ FT) Existing Proposed ss value Basement First Floor SAM Second Floor Covered Deck/Porch/Entry �Tf---A - 6yo Deck(over 30"Or 2 d floor) 4a /I_'�v Garage Carport Other(describe) Area Totals A Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft) jPT-+-K(+ OY, erage (Total lot coverage lot size) 1 aaia;& 1360 -4w =-).i �4 0/& Site C q Ft of all impervious) %of Site Coverage (total site coverage-- lot size) aM8 3,3-:70 Mechanical Fixtures Indicate how many of each e of fixture to be installed or relocated as part of this project. Air Handler Size: I # C�'5tA Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended, Floor,-Recessed wall) # Boiler/Compressor # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached, not # Pellet S tove/Wood-burning/Gas # portable) as Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Zi # Ventilation System # Forced Air Unit Furnace/Heat Pump 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 # Sewer Line # Industrial waste pretreatment Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx M Electrical Information Form Public Works&Utilities Department(360)417-4700 City Electrical Inspector(360)417-4735 Please complete and return to Public Works& Utilities Department Name 1AL 7ermanent service: ss of P '71y ame and address of party Street ) responsible for permanent City/ State/ ZIP: �5F—j ul ervice billing? Daytime Phone:91c\-W Home Phone: B. BC61-XIS A (if other than above) Site contact: Name: Title: Daytime Phone: Contractor: Name: Company: Daytime Phone: Electrician: Name: Compan.y: Daytime Phone: Excavator: Name: Company: Daytime Phone: M El Existing NNew Single-family residence OlMulti-family residence; of units 0 Commercial E]Subdivision; #of lots [I Overhead service El General service El Underground service 0 Other: Description of work: Street address/lot number: Nearest cross street: Desired connection date: Electrical transformer serving property is: F1 on a pole on the ground r'AfN Total square footage: 110 TV - sq. ft. Main disconnect size: 0100 amps Voltage: _N120/240 1ph 0120/208 3ph [:1277/480 3ph E1120/240 3ph 0480 3W 3ph E Other 'KStandaid residential loads (Lighting, refrigerator, dishwasher, washer) Check all that apply: A/C Q!/ 'N Range/Oven El Hot Tub Q ton) XCIothes Dryer �<Heating El Pumps (_Hp) El No Load Change MWater Heater El Elevator(_Hp) El Other Please provide a copy of the following: *Detailed plot plan (.dwg or dxf format mandatory for subdivisio n s). *Electrical one-line drawing showing the service entrance panel and location. *Connected load data. '�;ize and locked rot2E:Lmps o all motors over 50hp. [A7ppricant's Signature: Date: MAIL OR DELIVER COMPLETED FORM TO: 321 E 5TH STREET; PORT ANGELES, WA 98362 FAX TO: 360-417-4711 WS Information form.xIs WF forl� R�vlsed 1-15-09 ui LOT 14 7' SMACK Lu POW H 79 SC.FT. DE I z left 43, ic rh PROPOSED SINGLE FAMILY RESIDEN7CE 1135 SQ.Fr. WIVE/JDEWALK 903 Sf.FT. 43.0' 7' SMACK 126.08' PLOT PLAN 6300 SQ. Fr.LOT 2220 SQ. FT.IMPERVIOUS SURFACE 35%LOT COVERAGE r FIREPLACE CHIMNEY 19 RAISED FLOOR OVER STAIRS OPTIONAL VAULTED ar CIA OPEN R, L OR A L '7,) lt-�VER UILD� kApr-'A -F URN.DU 'ft>TOP ptAT9 DFSLW TiLusg .0-0. T 0 . Al ORDER TRUSS USS, 24"O.C. 15 -0 SECOND FLOOR ROOF,PLAN MFG. TW;S, 2W' O.C. SCALE 1AV V-0" 6'-a' 14'-0" 6' 24'- 6'-2" 4'-(Y' vti 4040 SL TOP AT 606MSGb 82" DM SINK DW WOOD BURNING FIRE-PLACE Lu KrTCHEN u- z GREAT ROOM 4! 7 a. a. -a. 8'-6" 4'-2" 15'-4" 'Yk(. FLUSH 807TOM OF - R ri------ A4:ESS AU-8 _ny& lo BarLom OF SUB-FLOOR i-Vi- 2868 PK nsi) ix 2668 V V-6.1 50CFM 3'-4" _j in 15'-6" U) % ;c F 0 A19 50C 511rl�fa i. in "C' K26'68 Cfl -?,k sri'os S17, au g_'%; H. �868 FIRE DRO ED SM )68 050 SL, T( 4 MEC ON FLOOR tt\ )P AT 8 lix 0,-L 5r.41A( Hot. pw,)t3 q;&19AII-) 7 -11 2" 6' 0" Ln CONC. P tf*-L 403R,i�� Vt r-1/4(6 L r, MI 4w��_�5�'_' ,V�_ ____F ro 3112)0 4 'p. em 3��Ajllj;fLL STLIOE - ��Vbj,4,49. -1 : bPOPPEb BEAM FLL H BEAMS- - fc.e_tjr;.T \I-BUILT UP, i)eq/0 Refif-fvt POST W1 20._01. GIRDER TRUSS GARAGE 19.-5.1 x 21'-9" 5/8"GWB ON CLG,1/2"GWB ON WAS ------------------ F Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Caxt(act Informati.on 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 O'V Date 11 All ClimAle Zones R-Valu.ea U-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-Factor Cb.e n/a 0.50 Glazed Fenestration SHG n/a n/a Ceiling 4Y. 0.026 Wood Frame Wa Ill.kJ 21 int 0.056 Mass Wall R-Value' 21/21 h 0.056 Floor 309 0..029 Below Grade Wa llc,k 10/15/21 int+ 0.042 S d - ILI= lab R-Value & Depth 10, 2 ft I 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: F-11. 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. Z2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points I Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 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 El 3a High Efficiency HVAC 3a 0.5 El 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 0.5 200 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`/`2OEnergv.pdf Table 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. '; "10/15/21.+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. ' Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+S" 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. The second R-value applies when more than half the insulation is on the interior of the mass wall. 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. 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Copyright www.mecaenterprises.com Date 11/20/2013 Project No. 13303 Company Name Zenovic & Associates Designed By SRH Address 301 East 6th Street, Suite #1 Description SFR AT GRANTS VIEW LANE, PORT City Port Angeles Customer Name R&M BUILDERS State WA Proj Location GRANTS VIEW LANE, PORT ANGELES File Location: C:\Users\SRH\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 Damping Ratio (beta) 0.01 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 4.99968 : 12 Slope of Roof(Theta) = 22.62 Deg Ht: Mean Roof Ht 21.60 ft Type of Roof = GABLED RHt: Ridge Ht 24.21 ft Eht: Eave Height = 19.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 35.00 ft Bldg Width Across Ridge= 21.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft. lzm: Cc*(33/Zm)^0.167 0.23 Lzm: 1*(Zm/33)^Epsilon 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.8� Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient +/-0.18 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 pampet wind Roof Pmoures prMUM SceTbbleVA-2 Mean mof ht. Ph Wind Won Pmswr-s r::� SeeTableZ7.5-2 h pol 1 1 Plan Mvatian A h aA Gabled Roof MWFRS Pressures for Wind Normal to 35 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 0.60 h: Height to top of Windward Wall 19.00 ft ph: Net Pressure at top of wall (windward + leeward) 21.85 psf pO: Net Pressure at bottom of wall (windward + leeward) 21.61 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.80 psf pl: Leeward wall pressure acting away from wall .38 * ph = -8.30 psf pwh: Windward wall press @ top acting toward wall ph-pl 13.55 psf pwO: Windward wail press @ bot acting toward wall pO-pl 13.31 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 21.604 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.87 7.97 2 -13.94 -6.64 3 -21.43 .00 4 -19.06 .00 5 -15.65 .00 Note: A value of '01 indicates that the zone/load case is not applicable. ROOFOVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 - -10.41 psf Povh3: Overhang pressure for zone 3 - -16.07 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 - 5.98 psf Povh3: Overhang pressure for zone 3 - .00 psf MWFRS Pressures for Wind Normal to 21 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 1.67 h: Height to top of Windward Wail 24.21 ft ph: Net Pressure at top of wall (windward + leeward) 20.83 P3f pO: Net Pressure at bottom of wall (windward + leeward) 20.06 psf ps: Side wall pressure acting away from wall = .61 * ph = -12.64 psf pl: Leeward wall pressure acting away from wall .31 * ph = -6.39 psf pwh: windward wail press @ top acting toward wall ph-pl 14.44 psf pwO: Windward wall press @ hot acting toward wall pO-pl 13.67 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 21.604 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.87 7.97 2 -13.94 -6.64 3 -21.43 .00 4 -19.06 .00 5 -15.65 .00 Note: A value of '0' indicates that the z�one/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 -10.41 psf Povh3: Overhang pressure for zone 3 -16.07 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 5.98 psf Povh3: Overhang pressure for zone 3 .00 psf Total Base Reaction Summary Description Fx Fy FZ Mx MY MZ Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 14.5 11.4 129.3 .0 .0 Normal to Ridge Walls Only +GCpi .0 14.5 .0 137.6 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 17.1 -0.2 160.0 .0 .0 Normal to Ridge Walls Only -GCpi .0 14.5 .0 137.6 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 9.5 .0 16.2 .0 -125.9 .0 Along Ridge Walls Only +GCpi 9.5 .0 .0 .0 -105.8 .0 Along Ridge Walls+Roof -GCpi 9.5 .0 .0 .0 -105.8 .0 Along Ridge Walls Only -GCpi 9.5 .0 .0 .0 -105.8 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) 947.91 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) af- RDn-f-not It showu 2: 1 :2 2: 1 2 4 r a; L3, walk Gable Ro-of 7<0-z--4-5t F'W�� MEMBER REPORT 2ND FLOOR FRAMING,FLUSH BEAM AT STAIRWAY FAILED . 9FORTE " 1 piece(s) 3 1/2" x 12" 24F-V4 DF Glulam This product failed due to an excessive uplift of-2731 lbs at support 1. Overall Length: 19'7" 0 0 4'3" 15'4" Fil F2] [31 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. i5esign Results Actual @ Location L61','Load:'Combination(Pattern) System Floor Member Reaction(lbs) 8596 @ 4'3" 12513(5.50") Passed(69%) 1.0 D+1.0 L(All Spans) Member Type Flush Beam Shear(lbs) 4155 @ 5'5 3/4" 7420 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 9704 @ 13'1 1/2" 16800 Passed(58%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC Neg Moment(Ft-lbs) -11989 @ 4'13/4" 12950 Passed(93%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology Aso Live Load Defl.(in) 0.283 @ 12'6 1/4" 0.375 Passed(L/636) 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.360 @ 12'6 5/16" 0.750 Passed(L/500) 1.0 D+1.0 L(Alt Spans) Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 18'6 5/8"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 12'1/2". Cribcal negative moment adjusted by a volume factor of 1.00 that was calculated using length L 7'13/16". 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 Nos 2005 methodology. Bearing Length "ds�*s�ports(lbs) red Supports Total Available Re Total Accessories 'qui 1-Column-DF 3.50" 2.25" 1.50" -480 494/- 494/-2731 1 1/4"Rim Board 2-Column-OF 5.50" 5.50"——3,78" 1855 6742 8597 None 3-Stud wall-OF 5.50" 4.25" 1.53" 729 2671 3400 1 114"Rim Board -Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary D '00) oninients, Loads Location Width (q. i, ,�'c 1-Uniform(ESE) Tto 19'7" 10'6" 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 3' 5'6" 10.0 40.0 ,Weyerhaeuser Notes — 777777,11, 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 JurisclictJon.The designer of record,builder or framer is responsible to assure that this calculabon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product applicalion,input design loads,dimensions and support information have been provided by Forte Software Operator 11/2112013 8:16:14 AM Forte v4.1,Design Engine:V5.7.0.245 Scott Headrick 13303 Zeno\Ac&Assoc. R&M BUILDERS (360)417-0501 GRANTS VIEW LANE,PORT ANGELES scott@zenoAc.net Page 1 of 1 F 0 R T E MEMBER REPORT 2ND FLOOR FRAMING,FLUSH BEAM OVER GARAGE PASSED 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam Overall Length: 10'6" + 0 0 10-6" in 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) 2604 @ 2" 4922(2.25") Passed(53%) -_ 1�0 D+1.0 S(All Spans) Member Type Flush Beam Shear(lbs) 2053 @ V 1/2" 6400 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 5726 @ 4'7 7/8" 10868 Passed(53%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.097 @ 4'11 1/8" 0.252 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology ASO Total Load Defl.(in) 0.257 @ 5'1/8" 0.504 Passed(L/470) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/480)and TL(1-1240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'13/4"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=10'1". 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) Supports Total Available Required Dead Floor Snow I Accessories Live 1-Stud wall-DF 3.50" 2.25" 1.50"_ 1486 283 1179 .2948 1 1/4"Rim Board 2-Hanger on 9"DF beam 3.00" 1 Hanger� 1.50" 1001 318 371 1690 See note -Rim Board is assumed to carry all loads applied directly above it,bypassing 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 Strong-Tie Connectors Supp I ort Model Seat Length Top Nails Face Nails Member Nail;7_1 Accessories 2-Face Mount Hanger LUS410 2.00" N/A 8-16d common 6-16d common used in double shear Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PLF) 0 to 5' N/A 280.0 40.0 300.0 Residential-Living Areas 2-Uniform(PLF) S'to 10'6" N/A 103.0 53.0 - 3-Point(lb) 5- N/A 443 110 50 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE ly-1 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 -Job N.6 tee, F6rte "are, Cperat��..,' 11/21/2013 8:45:52 AM Scott Headrick 13303 Forte v4.1,Design Engine:V5.7.0.245 Zenom&Assoc- R&M BUILDERS (360)417-0501 GRANTS VIEW LANE,PORT ANGELES scott@zenoAc.net Page 1 of 1 F T 7 T T-1-J 7, -,J -4 -7T J, ------------ �—jj I-L L I L I 7 L-4- .-I j-L-,,, J-- --L L j -7 7 , L 77-r T . i . -T 4-1 j t , f , i L F 4- r 1 --4-4� LL -- ------LL fUNAL ... ... ... ... 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Copyright www.mecaenterprises.com Date 11/20/2013 Project No. 13303 Company Name Zenovic & Associates Designed By SRH Address 301 East 6th Street, -Suite #1 Description SFR AT GRANTS VIEW LANE, PORT City Port Angeles Customer Name R&M BUILDERS State WA Proj Location GRANTS VIEW LANE, PORT ANGELES File Location: C:\Users\SRH\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 Damping Ratio (beta) 0.01 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 4.99968 : 12 Slope of Roof(Theta) = 22.62 Deg Ht: Mean Roof Ht 21.60 ft Type of Roof = GABLED RHt: Ridge Ht 24.21 ft Eht: Eave Height = 19.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 35.00 ft Bldg Width Across Ridge= 21.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category IT Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/zm)^0.167 0.23 Lzm: 1*(Zm/33)^Epsilon 427.06 ft Q: (1/(1+0.63-((B+Ht)/Lzm)^0.63))^0.5 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient +/-0.18 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 FS 27.6-2 for Fampet wMd Roof Pressurm MIM-M SeeTableVXP2 Moon roof ht. Ph VWnd See Table V.5-2 I p Pbn 4 Gabled Roof pra MWFRS Pressures for Wind Normal to 35 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 0.60 h: Height to top of Windward Wall 19.00 ft ph: Net Pressure at top of wall (windward + leeward) 21.85 psf pO: Net Pressure at bottom of wall (windward + leeward) 21.61 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.80 psf pl: Leeward wall pressure acting away from wall .38 * ph = -8.30 psf pwh: Windward wall press @ top acting toward wall ph-pl 13.55 psf pwO: Windward wall press @ bot acting toward wall pO-pl 13.31 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 21.604 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.87 7.97 2 -13.94 -6.64 3 -21.43 .00 4 -19.06 .00 5 -15.65 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 - -10.41 psf Povh3: Overhang pressure for zone 3 - -16.07 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 - 5.98 psf Povh3: Overhang pressure for zone 3 - .00 psf MWFRS Pressures for Wind Normal to 21 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 1.67 h: Height to top of Windward Wall 24.21 ft ph: Net Pressure at top of wall (windward + leeward) 20.83 psf pO: Net Pressure at bottom of wall (windward + leeward) 20.06 psf ps: Side wail pressure acting away from wall = .61 * ph -12.64 psf pl: Leeward wall pressure acting away from wall .31 * ph -6.39 psf pwh: Windward wall press @ top acting toward wall ph-pl 14.44 psf pwO: Windward wall press @ bot acting toward wall pO-pl 13.67 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 21.604 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.87 7.97 2 -13.94 -6.64 3 -21.43 .00 4 -19.06 .00 5 -15.65 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 - -10.41 psf Povh3: Overhang pressure for zone 3 - -16.07 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 - 5.98 psf Povh3: Overhang pressure for zone 3 .00 psf Total Base Reaction Summary Description Fx FY Fz Mx MY MZ Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 14.5 11.4 129.3 .0 .0 Normal to Ridge Walls Only +GCpi .0 14.5 .0 137.6 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 17.1 -0.2 160.0 .0 .0 Normal to Ridge Walls Only -GCpi .0 14.5 .0 137.6 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 9.5 .0 16.2 .0 -125.9 .0 Along Ridge Walls Only +GCpi 9.5 .0 .0 .0 -105.8 .0 Along Ridge Walls+Roof -GCpi 9.5 .0 .0 .0 -105.8 .0 Along Ridge Walls Only -GCpi 9.5 .0 .0 .0 -105.8 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWERS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) 947.91 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) Rmof not shown 2: 1 2 2: 1 2 I t 1 4 5 Walls- Gable Roof 7<9 4-5 a ]—�q rdmFORTE " MEMBER REPORT 2ND FLOOR FRAMING,FLUSH BEAM AT STAIRWAY FAILED 1 piece(s) 3 1/2" x 12" 24F-V4 DF Glulam This product failed due to an excessive uplift of-2731 lbs at support 1. Overall Length: 19'7" 0 0 4'Y 15'4" f2] 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 Lead:Combination(Pattern) System Floor Member Reaction(lbs) 8596 @ 4'3" 12513(5.50") Passed(69%) -- IS)_ Member Type Flush Beam Shear(lbs) 4155 @ 5'5 3/4" 7420 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 9704 @ 13'1 1/2" 16800 Passed(58%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC Neg Moment(Ft-lbs) -11989 @ 4'13/4" 12950 Passed(93%) 1.00 1.0.1D+1.0 L(All Spans) _ Design Methodology ASD Live Load Defl.(in) 0.283 @ 12'6 1/4" 1 0.375 Passed(L/636) 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.360 @ 12'6 5/16" 0.750 Pat sed(L/500) 1.0 D+1.0 L(Alt Spans) 71 Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at IS'6 5/8"o/c unless detailed otherwise.Proper attachment and posiboning of lateral bracing is required to achieve member stability. Critical posibve moment adjusted by a volume factor of 1.00 that was calculated using length L 12'1/2". Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L 7'13/16". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminators at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculabons are based on Nos 2005 methodology. Bearing Length Loads to Supports(lbs) Supports To�,TAvallable Required Dead Floor Total Accessories I-Column-DF 3.50" 2.25" 1.50" -480 49 /- 494/-2731 1 1/4"Rim Board 2251 2-Column-DF 5.501, 5.50" 3.78" 1855 6742 8597 None 3-Stud wall-DF 5.501, 4.25" 1.53" 729 2671 3400 1 1/4"Rim Board -Rim Board is assumed to carry all loads applied direcdy above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) Tto 19'7" 10'6" 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 3' 5-6" 10.0 40.0 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 jurisdicton.The designer of record,builder or framer is responsible to assure that this calculadon is compabble 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 Job Not F6rt6 So"�na-�6�rat6r2 :f 11/21/2013 8:16:14 AM Scott Headrck 13303 Forte v4.1,Design Engine:V5.7.0.245 ZenmAc&Assoc. R&M BUILDERS (360)417-0501 GRANTS VIEW LANE,PORT ANGELES scott@zeno,Ac.net Page 1 of 1 MEMBER REPORT 2ND FLOOR FRAMING,FLUSH BEAM OVER GARAGE PASSED 'aFORTE ' 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam Overall Length: 10'6" 0 10'6" q� Fil All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ,Design Resufts Actual a Location �AiIiqv� System Floor LPF ."d:Combination(Pattern) Member Reaction(lbs) 2604 @ 2" 4922(2.25") Passed(53%) -_ 1.0 D+1.0 S(All Spans) Member Type Flush Beam Shear(lbs) 2053 @ V 1/2" 6400 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 5726 @ 4'7 7/8" 10868 Passed(53%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0,097 @ 4'11 1/8" 0.252 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology ASO Total Load Defl.(in) 0.257 @ 5'1/8" 0.504 1 Passed(L/470) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'13/4"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=10'1". The effects of positive or negative camber have not been accounted for when calculating defection. 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 to$uoports(Ibs) Supports, Total Available ke4 I., sn ui ed, 'sn Total Accessories 1-Stud wall-OF 3.50" 2.25" 1.501, 1486 283 1179 2948 1 1/4"Rim Board 2-Hanger on 9"DF beam 3.00" Hanger� 1.50" 1001 318 371 1690 See note -Rim Board is assumed to carry all loads applied directly above it,bypassing 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 addidonal information and/or requirements. Connector:Simpson Strong-Tie Connectors. P is I Face Nails Member Nails support Model sot""", Nal 2-Face Mount Hanger W5410 2.00" N/A 8-16d common 6-16=mon used in e Shear Tributary De0d t "-snow Loads Location Width igo)� (1.iS). Comments 1-Uniform(PLF) 0 to 5' N/A 280.0 40.0 300.0 Residendal-Living Areas 2-Uniform(PLF) Tto 10'6" N/A 103.0 53.0 - 3-Point(1b) 5' N/A 443 110 50 .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 calculabon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry standards. The product application,input design loads,dimensions and support information�ave been provided by Forte Software Operator 11/21/2013 8:45:52 AM Jo Notes-' jK, pp. Forte v4.1,Design Engine:V5.7.0.245 Scott Headrick 13303 ZenoAc&Assoc. R&M BUILDERS (360)417-0501 GRANTS VIEW LANE,PORT ANGELES scott@zenoAc.net Page I of 1 CIVIL ENGINEERING LAND SURVEYING Eil N (0)V I cl & ASSOCIATES RECEIVED 301 East 6th Street,Suite I Pc t Angeles,Washington 98362 1 N C 0 R P 0 R A T E D F0 FEB 1 1 2014 (360)417-0501 Fax(360)417-0514 CITY OF PORT 4ANGEL .D1 IVIS10 -mail:zenovlc@olympus.net BUILDING DIVIS10, February 10, 2014 Mr. Patrick Bartholick City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: R & M Builders — S.F.R. and Rock Wall at 3112 Grants View, Port Angeles, Washington — Building Permit 13-1446 Dear Mr. Bartholick: This office has performed an inspection of the rock wall constructed on the downhill side of the lot at the address noted above. The rock wall is approximately 5'-6' tall and is located approximately 6' from the foundation of the single family residence. Based on the inspection, the rock wall is acceptable as constructed and the house foundation will be stable and not influence the stability of the rock wall. Attached is a drawing showing the typical construction for the rock wall. Please call me if you have any further questions on this matter. Sincerely, Tracy Gudgel, P.E. T SM Fc: JN 13303 Cc: R & M Builders Erjv-i 6'± FOOTING BACKFILL FOUNDATION (WHERE OCCURS) ll�FILTER FABRIC (TYPAR 3401 OR EQUAL) TAPER ROCK WALL AS INDICATED IN TABLE TO RIGHT WALL HT. NOM. ROCK SIZE 0 BASE 0 2' 1 1 xi :H 2' 4' 2'X2' 4- 6- 3'x3' QUARRY SPALL FILL FINISH GRADE ml 2� 4"0 PERFORATED DRAIN PIPE (EXTEND TO DAYLIGHT) D, 0 01/j/ ROCKERY RETAINING WALL DETAIL WA <' NOT TO SCALE -32777 s C/STEPo 'ONAL FSCALE: TITLE: ROCK WALL DETAIL FOR R & M BUIL S, 3112 GRANTS WEW, PORT ANGELES, WA SHEET NTS DATE: ROCK WALL DETAIL 2 110 /1012014 JOB NO: 13303 CLIENT: ENOVIC & 301 E. 6TH STREET, SUITE 1 R & A4 BUILDERS PORT ANGELES, WA 98362 PHONE: (360) 417-0501 FILE: 1541 TAYLOR CUTOFF ROAD ZASSOCIATES FAX: (360) 417-0514 OF 13303 Sl SEQUIM, WA 98382 INCORPORATED EMAIL: ZENOMCOZENOMCNET