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HomeMy WebLinkAbout1005 B StreetAddress: 1005 6 Street PREPARED 2/04/15, 9:07:04 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/04/15 ADDRESS . : 1005 B ST SUBDIV: CONTRACTOR DAVE'S HTG & COOLING SRVC INC PHONE (360) 452-0939 OWNER GREENE, DANIEL P PHONE PARCEL 06-30-00-0-3-2040-0000- APPL NUMBER: 15-00000055 RES MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 2/04/15L MECHANICAL FINAL February 4, 2015 9:00:18 AM pbarthol. Jeanne 452-0939 ------------------------ ------------ COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION ® 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000055 Date 1/21/15 �) Application pin number . . . 966500 Property Address . . . . . . 1005 B ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -0 -3 -2040 -0000 - Application type description RES MECHANICAL PERMIT Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation 4375 ---------------------------------------------------------------------------- Application desc DUCTLESS HEAT PUMP Owner GREENE, DANIEL P C/O PACIFIC FOREST MGMT PO BOX 2342 FORKS WA 98331 Contractor DAVE'S HTG & COOLING SRVC INC PO BOX 413 PORT ANGELES WA 98362 (360) 452-0939 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc DUCTLESS HEAT PUMP Permit Fee . . . . 64.80 Plan Check Fee .00 Issue Date . . . . 1/21/15 Valuation . . . . 0 Expiration Date 7/20/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 ---------------------------------------------------------------------------- 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 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized isnot 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 toiolate or cancel t rovisions 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) nrormsinuwiaing uivisionirsunaing Hermit 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 Fire 417-4653 Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -In Water Line Meter to Bldg) Gas Line Back Flow / Water AIR SEAL: Walls Ceiling FRAMING: Joists / -Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling Drywall Interior Braced Panel Only)__ T -Bar INSULATION: Slab Wall / Floor / Ceiling MECHANICAL: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -in Gas Line Wood Stove/ Pellet/ Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 01/20/2015 10:06AM FAX THEP_= �� l�G]ELES CITY OF �O W A S H I N G T O N. U. S. 321 East S", Street Port Angeles, WA 98362 P. 360-417-4817 F: 360.417-4711 permits@cityofpa.us 100001/0003 For City Use Permit# 5 ' S Date Received: /.)L-/ - /S Date Approved /I Building Permit Application Project Address: I � � ^� 's '5- __. Main Contact: Main phone # - ..._._ E -Mail: Property Name. Phone Owner... _...... ._.... Mailing Addr sa - go K �� � _.......... Ismail City ___T s�ate�� ZiP�83S7 Contractor " "° �VeIS 1' ea_'1 p►�o��a �� Mau 9Addro i _ Hm911 Clay Contractor License # ^ U. K C, Expiration: Pro* ct V lue:Tt Zoning: Tax Parcel # Lot # 'Type of Residential Commercial [3 Industrial 13 Public 13Permit Demolition ❑ Fire ❑ Repair ❑ Reroof (tear off/lay over) ❑ For the following, fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ElPlumbing 13Other 13Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No ❑ Project (r� 5�'cc--< <�'i, 'o . Description - - `�c-sem ......._... ..._.-............ 1 have read and completed the application and know It to be true and correct. I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. 1 understand that I will forfeit the review fee if 1 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 be considered abandoned and the fees forfeit. Date Print Name signature Address: 1005 B Street PREPARED 2/09/15, 13:19:34 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/09/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1005 B ST SUBDIV: CONTRACTOR HATHAWAY CONSTRUCTION INC PHONE (360) 457-5627 OWNER GREENE, DANIEL P PHONE PARCEL 06-30-00-0-3-2040-0000- APPL NUMBER: 14-00000619 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/02/14 JLL BLDG FOUNDATION FOOTING 9/02/14 AP September 2, 2014 9:31:42 AM pbarthol. Ron 460-5143 ++++++++++++++ AM xxxxxx+++++++++++x September 2, 2014 4:15:00 PM jlierly. BL2 01 9/04/14 JLL BLDG FOUNDATION STEM WALL 9/04/14 AP September 4, 2014 9:07:55 AM pbarthol. Ron 460-5143 +++++++++++++xx AM xxxxx++++++++++++xx++xxxxx September 4, 2014 4:14:20 PM jlierly. BFF O1 9/09/14 JLL BLDG FLOOR FRAMING 9/10/14 AP September 9, 2014 9:20:20 AM pbarthol. RON 460-5143 September 10, 2014 8:51:44 AM jlierly. BL3 01 10/20/14 JLL BLDG FRAMING 10/20/14 AP October 20, 2014 9:07:20 AM pbarthol. Ron 460-5143 October 20, 2014 4:48:11 PM jlierly. BAIR O1 10/23/14 JLL BLDG AIR SEAL 10/23/14 AP October 23, 2014 10:57:51 AM jlierly. ron 460-5143 October 23, 2014 4:38:27 PM jlierly. BAIR 02 10/29/14 JLL BLDG AIR SEAL 10/29/14 AP October 29, 2014 8:13:11 AM pbarthol. Ron 460-5143 October 29, 2014 3:19:38 PM jlierly. BLI O1 10/29/14 JLL BLDG INSULATION 10/29/14 AP October 29, 2014 8:12:42 AM pbarthol. n Ron 460-5143 October 29, 2014 3:19:38 PM jlierly. BL99 01 2/09/15TS BLDG FINAL 9, 2015 12:16:01 PM pbarthol. q` Ron 460-5143 -February -- -------- ---------------- ------------------------------------- PERMIT: ME 00 MECEiANICAL PERMIT --------- li� V/� TYP/SQ REQUESTED COMPLETED INSP RESULT DESCRIPTION RESULTS/COMMENTS --� �- ----------------------------------------------------------------------------------- ME99 01 2/09/15 J L MECHANICAL FINAL 9, 2015 12:16:24 PM pbarthol. PERMIT: ---February PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 10/03/14 JLL PLUMBING ROUGH -IN ----------------------------------- CONTINUED ONTO NEXT PAGE --------------------------- ------- Z; sf J)'4z- PREPARED 2/09/15, 13:19:34 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/09/15 --- ----- ADDRESS . : 1005 B ST SUBDIV: CONTRACTOR HATHAWAY CONSTRUCTION INC PHONE (360) 457-5627 OWNER GREENE, DANIEL P PHONE PARCEL 06-30-00-0-3-2040-0000- APPL NUMBER: 14-00000619 RES ADDITION ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------- — --------------------- 10/03/14 AP October 3, 2014 10:27:55 AM jlierly. 461-9635 October 3, 2014 3:55:41 PM jlierly. PL99 01 2/09/15LL PLUMBING FINAL February 9, 2015 12:16:33 PM pbarthol. ------------------------ I ----------- COMMENTS AND NOTES------------- CITY OF PORT ANGELES o►� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000619 Date 7/23/14 Application pin number . . . 537951 Property Address . . . . . . 1005 B ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -0 -3 -2040 -0000 - Application type description RES ADDITION Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 87700 ---------------------------------------------------------------------------- Application desc M BED AND BATH DINING ROOM ETC ---------------------------------------------------------------------------- Owner GREENE, DANIEL P C/O PACIFIC FOREST MGMT PO BOX 2342 FORKS WA 98331 Contractor HATHAWAY CONSTRUCTION INC 624 E. 7TH ST. PORT ANGELES WA 98362 (360) 457-5627 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . M BATH BED DINING.... Permit Fee . . . . 936.25 Plan Check Fee 608.56 Issue Date . . . . 7/23/14 Valuation . . . . 87700 Expiration Date . . 1/19/15 Qty Unit Charge Per Extension BASE FEE 670.25 38.00 7.0000 THOU BL -50,001-100K (7.00 PER K) 266.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . ADD BATH M BED Permit Fee . . . . 101.65 Plan Check Fee .00 Issue Date . . . . 7/23/14 Valuation . . . . 0 Expiration Date 1/19/15 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 44.40 1.00 ---------------------------------------------------------------------------- 7.2500 EA ME -VENT FAN (SINGLE DUCT) 7.25 Permit . . . . . . PLUMBING PERMIT Additional desc . . ADD BATH Permit Fee . . . . 149.00 Plan Check Fee .00 Issue Date 7/23/14 Valuation . . . . 0 Expiration Date 1/19/15 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 7.0000 EA PL -PLUMBING TRAP 42.00 1.00 7.0000 EA PL -WATER LINE 7.00 5.00 7.0000 EA PL -DRAIN VENT PIPING 35.00 REPORT SALES TAX on your state excise tax form to the City of Pat Angeles (Location Code 0502) Separate Permits are required forelectrical work, SEPA; Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that 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 Date23—Mt Name T:Forms/Building Division/Building Permit or Authorized Agent Signature of Owner (if owner is builder) 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: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -In Water Line Meter to Bldg) Gas Line Back Flow/ Water AIR SEAL: Walls Ceiling FRAMING: Joists / Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling Drywall Interior Braced Panel Only) T -Bar INSULATION: Slab Wall / Floor / Ceiling MECHANICAL: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 CITY OF PORT ANGELES .r DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000619 Date 7/23/14 Application pin number . . . 537951 Qty Unit Charge Per Extension 1.00 15.0000 EA PL -SEWER LINE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments June 26, 2014 1:48:12 PM banders. Existing electrical service does not meet NESC code due to low ground clearance. Electrical permits are required and the service shall be upgraded to accommodate the 12 foot vertical clearance above ground. New service shall comply with NESC, NEC, and WAC. 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. ---------------------------------'------------------------------------------ Other Fees . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------------------------------------- Permit Fee Total 1186.90 1186.90 .00 .00 Plan Check Total 608.56 608.56 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1799.96 1799.96 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -in Water Line Meter to Bldg) Gas Line Back Flow / Water AIR SEAL: Walls Ceiling FRAMING: Joists / Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling Drywall Interior Braced Panel Only) T -Bar INSULATION: Slab Wall / Floor / Ceiling MECHANICAL. FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 THE crrY OF GS / W A S H I N GST O N. U. S. 321 E 51b Street Port Angeles, WA 9836 ! } P: 36041 -4817 Fa 3604174711 Emali: permitsec'umr a -us BUILDING PERtyff J For City Use Permit# 14 " CPQ ,Date Received: Date Approved 'LICATION PF jest Address: Contact: Phone: 360 Y 6 O S Name 17anj Phone 36[] 6 sw_ Property Owner maftingAddress o KZ 13, f/ Email }Z�j `4T Fo C - V5 (,lJ "1 I� j state Zip Name, �ns°ne Email .olhar� C�tSd y'udi-104 vic Ca q 0M, t6em Contractor Information city p©es state ! Z� q 6 Z Contractors Uceme" A -T H 10 ZZ G Exp_ Date:(S— Legal Description: FIs to -,o Zoning: I P. Tax Parcel # 5�1?l q?_ ProieDt V21111le! (,Waren&(labor) I s 700_ - Residential M, Commercial ❑ Industrial ry Public ❑ Demolition ❑ Fire U Repair ❑ Reroof (tear off/lay over) ❑ Permit For the following, fill out both pages ofe� rmit application: Classification (check New Construction I&. Exterior Remodel 0 Addition ent 'calU Plumbing ta Other Fire Sprinkler System? Yes 13 No 1 Irrigation System? Yes ® No 8 Proposed Bathrooms 1 V Proposed Bedrooms Project Desert tion dc% _1-116 YL�/ d_h�5�r ed r` m 6a4;h- ilk n ?�e0e.;.s ci ► rv1 Is project in a Flood Zone: Yes ® NoM 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 l8o days of submittal, the application will be considered abandoned and the fees will be forfeited. Residential Structures Area Description (SQ FT) Existing Proposed ss value For Office Use Basement First Floor Second Floor Covered Deck/Porch/Entry 6121 Deck (over 30" or in floor) Garage 5-4 Ll Carport Other (describe) u Ka�Fa'�IQj War -e /- (d 6 Area Totals 5 (f q $ � Commercial Structures Area Descriptions (SQ FT) Existing Proposed Proposed ss Value For Office Use Existing Structure (s) Proposed Addition Tenant Improvement? Other work (describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) i L4 060 1 Lot Coverage (sq ft) L %Lot Coverage (Total lot coverage = lot size) Site 4ffoverage (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) # i 0 Boiler/Compressor Size: # Heating/Cooling appliance repair/alteration # Evaporative Cooler (attached, not portable) # Pellet Stove/Wood-burning/Gas Fireplace/Gas Stove/Gas Cook Stove/Misc. # Fuel Gas Piping # of Outlets: Ventilation Fan, single t # 3 Furnace/Heat Pump/Size: Forced Air Unit j I # Ventilation System I # I Plumbing Fixtures Indicate how many of each type of fixture to be Installed or relocated Plumbing Traps # j, [v Fuergas piping # of Outlets: Water Heater # Medical gas piping # of Outlets: Water Line # Plumbing Vent piping , # Sewer Line # Industrial waste pretreatment Interceptor Grease Trap)Size Other (describe): M\BUILDING\APPLICATION FORMS\Current 6P Appmation\ssmamg Permit n -i i-is.aocx FA . .. �� .:»» � . \ . .,. �m;� . . . « �sy : `y . . 2�= \ aa, \ > \ Qo Clallam County Assessor & Treasurer - Property Details - 59197 DANIEL P GREENE for Year 2013 - 2014 UNS Deed fit t' Buyer Ute. Deed Buyer: Dolle Dead Buyer Conmacats: A Pared Number: Legal Description: ()630OO 032040 0000 LOTS V&1O P:_ 420 *Tr {,rte 116*3 3' Land # Type Description Acres Scift Eff Front Eff Depth 1 1113 1113 0.0000 0.00 0.00 0.00 Roll Value History Year Improvements Land Market Current Use Tol 2014 N/A N/A N/A http: / /websrv8.clallam.net/ propertyaccess/ Property.aspx?cid=0&year=2013&prop_id 'y jb 34 to 6/18/14, 2:52 PM Date: Sales Price S Deed 4bUPt Buyer: Date. dales Pricc: 5_ lssd: ��OL,pS fir' — Date: sake Puce; S heed: VaVPg Buyer: UNS Deed fit t' Buyer Ute. Deed Buyer: Dolle Dead Buyer Conmacats: A Pared Number: Legal Description: ()630OO 032040 0000 LOTS V&1O P:_ 420 *Tr {,rte 116*3 3' Land # Type Description Acres Scift Eff Front Eff Depth 1 1113 1113 0.0000 0.00 0.00 0.00 Roll Value History Year Improvements Land Market Current Use Tol 2014 N/A N/A N/A http: / /websrv8.clallam.net/ propertyaccess/ Property.aspx?cid=0&year=2013&prop_id 'y jb 34 to 6/18/14, 2:52 PM PRESCRIPTIVE APPROACH -SIMPLE ]FORM For the Washington State Energy Code (WSEC) 2009 Edition Climate Zone 1 CITY GOVERNMENT Site Information• Lot: I t to B L -320 Address: 1 00!5-- S 3 �� City: f /dr4(� e- State: V`' Zip: q g� 6 Z Contact: h Phone: Phone 2: 3 C �D FAX: 3h io Building Department Use Only: Permit # Notes: WSEC Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESIDENTIAL OR DUPLEX CLIMATE ZONE 1 (Unlimited Glazing Option Only) Option Glazing Area % of Floor Glazing U -Factor Door U- Factor Ceiling Vaulted Ceiling Wall Above Grade Wall Interior Below Wall Exterior Below Floor Slab on Concrete Vertical Overhead Grade Grade R-49 III Unlimited 0.30 0.50 0.20 or R-38 R-21 R-21 R-10 R -30 / R-10 R-38 int TB U=0.029 2' adv This Project complies with the following: 4 The project is a single-family residence or duplex. 4 The project is a wood frame OR all of the insulation is interior or exterior of the framing. 4 All building components meet the requirements listed above. 4 The project will meet all other provisions of the WSEC and VL ,Q. The Project will take advantage of the following exceptions to the prescriptive option. ❑ 602.6 Exception 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be installed per unit for ornamental, security, or architectural purposes. Location of the door taking this exception: ❑ 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U -factor listed above. Location of the door(s) taking exception: Type of Heat Source: wg f, ` -y p \-- V I T:FormsBuilding Division/Prescriptive Approach -Simple Form Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information t® v�`® /I/. Rd -07 10155 .S' 46 w to 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 DateL All Climate Zones Efficient Building Envelope 1 a 0.5 R-Valuea U-Factora 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,l 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°,k 10/15/21 int + TB 0.042 Slab 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 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ 1 c 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 1 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 For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. LI -factors and SHGC are maximums. When insulation is installed' in a cavity'vJhichNis 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 LI -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. h 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. ' 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. 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. EA I p 0=® moo ® I O ��❑ mos014M 1O© � � I L J L� EXISTING FOUNDATION I EXISTING CONCRETE SLAB L— — 7-3� FLOOR FRAMING PLAN 6" WIDE CONCRETE WALL w/ #4 BAR ® TOP OF WALL 15" WIDE x 6" THICK CONTINUOUS CONCRETE FOOTING w/ (2) #4 BARS SCALE: 1/4" = 1'-0" PROJECT NORTH 1'-4" SQ x 6" THICK o CONCRETE FOOTING N L II N C14 ce C14 p SQ x 8" THICK CONCRETE FOOTING 4 �- w oo x w/ (3) #4 BARS EACH I �o C7 WAY (TYP. FOR 5) F 7 r I O cJ OCU O c.i i 00' 00 00 LL "^ @� N �y w � z - "^ N u- w CIO & - N^ I LZ a I 9 N p I o� oo o� o� I O 1� wx V U 1 1 .�i V ^ I L II P.T. 4x4 HF#2 (TYP. FOR 8) CN w CNI u- w CIO co — CIO 0c) I I a I vX C7 SIU � Vll 7-3� FLOOR FRAMING PLAN 6" WIDE CONCRETE WALL w/ #4 BAR ® TOP OF WALL 15" WIDE x 6" THICK CONTINUOUS CONCRETE FOOTING w/ (2) #4 BARS SCALE: 1/4" = 1'-0" PROJECT NORTH METAL ROOFING o/ 30# ROOFING PAPER o/ X6 OSB o/ EXIST. SHIP LAP BOARDS o/ EXIST. 2x4 RAFTER & NEW 2x10 RAFTERS w/J1" AIR SPACE & 1M" R-10 RIGID INSULATION & R-30 INSULATION & JS" GWB w/ VAPOR BARRIER PAINT —� WINDOW PER PLAN (TYP.) — FIBER CEMENT LAP SIDING o/ EXIST. 1x6 T&G o/ EXIST 2x4 STUDS 0 16' O.C. w/ 2' FURRING w/ R-21 INSULATION & ii' GWB w/ VAPOR BARRIER PAINT — WALL ATTACH RAFTER TO RIDGE BEAM w/ 534•x16J2" GLB BEAM LSSU210 HANGER PER STRUCTURAL Y4' T&G PLYWOOD o/ 15# TAR PAPER o/ 1x8 T&G o/ 2x8 FLOOR JOISTS 20" O.C. w/ R-30 INSULATION SECTION A ATTACH RAFTER TO BEAM w/ LSSU210 HANGER EXIST. FOUNDATION 6Y4'x7Jt" GLB BEAM PER STRUCTURAL METAL ROOFING o/ 30# ROOFING PAPER o/ X6" OSB o/ MANUFACTURED ATTIC TRUSSES 0 24" O.C. w/ J62'AIR SPACE & 1J6" R-10 RIGID INSULATION & R-30 INSULATION &)6' GWB w/ VAPOR BARRIER PAINT Y4" T&G PLYWOOD o/ MANUFACTURED ATTIC TRUSSES 0 24" O.C. & X° GWB w/ VAPOR BARRIER PAINT Y4" T&G PLYWOOD o/ 2x10 FLOOR DF#2 JOISTS 0 16" O.C. w/ R-30 INSULATION SCALE: 1/4" = 1'-0" FIBER CEMENT LAP SIDING o/'%6 OSB o/ 88%' LONG 2x6 STUDS 616" O.C. w/ R-21 INSULATION &)4' GWB w/ VAPOR BARRIER PAINT DOOR PER PLAN Job:[274571 HATHAWAY / JOHNSON RDD hill Top ohord 2x4 DF -L #I&Bet. 'T2, T3 2x10 DF -L #2: Bol ohord 2x10 OF -L #2 :B2 2x4 DF -L #1&Bet.: Webs 2x4 HFN Stud er Bottom ohord oheoked For 10.00 per non-oonourrent bottom ohord live load applied per IRC -12 section 301.5. Deflection meets L/240 live and L/180 total load. Creep Increase Footor For dead load is 1.50. Truss dealggnsd For unbalanoed snow load based on Pg-ZS.11u pst', LT -1.1U, l,emi.uu, CRT II & Pr -19.25 per. 17'3^ 17.3.. rttia usb. rncrnnru ut_inc nu +�• 110 mph wind 15.00 ft mean hqt{C RDLE472106,FCLOSnd BCdOL-6.0 Tef,an9wnere in - roof, RISK CAT II, EXP B, wine pP Wind loads and reaotlons based on both MWFRS and C&C. Collar -iIa brooed with oontInuous lateroI brooIng at 24" OC. or rigid asIIIng. BC attlo room Floor loading: LL a 40.00 par: OL m 10.00 per: From 10-3-0 to 24-3-D. M6 a.LOS 7' 1 "8 14.8"4 N f`� 14' 10"14—I--�,—��°-- 14' 10"14 �-'i �1 34'6" —0-1"2 Iso --10' 3" 14' 10'3 102# 102# LT JIG 213-8-7 EFT RAKE i'9 '4 RI IT RAKE 1'9"4 LEFT A �Q' 6 UF=105# RL=167/ -167# W=5"8 R— i 4 i 9d# W=3 81 RR i 936d# UFQq 03W05 R04 H6 SSEEOO =081875 DESC . p R ' d Surrool §• PLT. TY Y I6N CRIT-Illexois/tPs->b07 FT ao 01� T��1L ;+ a' BTRLLERe TC LL 25.Opsf REF aatMPGRTP�ITa+F , instal I ,nd b, I PoPar $a and Tri°°• I'� m tO/B In P '8'go�at l� ' tion, ' PI and IPIC'1 'Por mPs g TC OL 7. Opsf DATE 06-19-2014 ollw tM 1'u�'mt edition oP I ®uIII alowpanen flow pr lop to Por]n t Punatil Irarli�rta tat i+oO1t'uwlt ilfI IClt d�,olyd Me not6a a*Am m, }op stmt' novo {��i BC DL 1 O . OPsf DRWG 11 hove o i,p tT rI id osll1 one far t I t I train) oP rebs 1 novo brool iFmtsl lad 19 t a7 r Bly, os I Ism. I p►' o so to sooi+ Pool �,.� m,, m aimu�'i obovr on�an the 461 Dstsl a� un et ��• BC LL 0 . 0 KELLY Par to drarl l9R-Z Par otanaard pplata po�I lore. ITY auildil,g om�onants Prwup Ino. aimll ebt be omobls Pormqi� dev�1atlon F1a� fAls drorlr+s Pallun, to II flu from n oord'ormorme rlTh gl [/TPI 1, or Par-hondllrg, shipping, tnrtol'1'�11on TOT. LD. 42 . O Sf D/R LEN. 340600 win a, 1hls orina ar aevar pegs Meting Mis &%vlrg, Indlestm osemfsl+so eP oroPmla+al Inaering rmpone,bi llTg solellill Par the amigl shorn. Ths wltabil ItH end um aP this arowng OUR. FAC. 1.15 JOB #: 27457 Par oily struotw is tis reaps Vb,l Itd aP the Brllalllg Omi�n par plglnp: COMN Far .ors InPornotion am this a V; raT notoo pogo and them web sitmc SPR[ ING 24 . Cl" TYPE ITOW1 rw.Itwboq.00ms TPI: rwApina orgy. VI'CR ww.aboinWotrU omw =z rw.laomPs.org ob:(27457) HATHAWAY / JOHNSON RDD F I I I in later / Al To chord 2x4 DF -L #1&Bet. :T2, T3 2x10 DF -L #2: Bot chord 2x10 DF -L #2 :82 2x4 DF -L #ILBet.: Webs 2x4 HFN Stud 110 mph wind 15.00 Ft mean hot ASCE 7-1D, CLOSED bldgg, Loocted on9where in roof, RISK CRT II, EXP B, wine fC DL=4.2 peF, wind BC OLm6.0 psF. See DWGS R11515ENC1D02012, GBLLETIN0212, L GRBRST100212 for more requirements. Bottom chord checked For 10.00 peF non-oonourrent bottom chord live load applied per IRC -12 section 301.5. DeFlectlon meets L/240 live and L/180 total load. Creep Increase Factor For dead load Is 1.50. THIS DWG. PREPARED BY THE RLPINE JUB UEti16NLK rKUUKmn rnun inuao rlrn a L-niuv R11 plates are 2X4 except as noted. (as) 1 plates) require special positioning. Refer to scaled plate plot details For special positioning requirements. Wind loads and reactions based on both MWFRS and CLC. Truss spaced at 24.0" OC desigqned to support 1-0-0 top chord outlookers. Cladding load shoII not exoee3 3.00 PSF. Top chord must not be out or notched. Collar -tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. BC attic room Floor loading: LL m 40.00 psF: DL v 10.00 psF: From 10-3-0 to 24-3-0. Truss desiggned for unbalanced snow load booed on Pg -25.00 psF, Ct®1.10, Ce -1-00, CRT II L Pf=19.25 psf. -17-3" 17'3" -I nl "X 10 (R) 12 T2 N 7.5 62 T3 N N '¢SHO ) 00 HO510 (R) N N -- 1112 =4X =4X5 (j) �s =3X4 =3X4 =8X8 =3X4 34'6" J x---10' 3" —faim —14,___ - I - 10' 3" ---�i 10 102# R=172RIF U=100pIF RL=10/-10plf W=18' (Rigid Surf ooe) LEFT RAKE a 1'9"4 R=122p1f U=100pIF W=16'6" LEFTDESCJIG R120'6"7 (Rigid Surfooe) PLT. TYP -WAVE WGIa+CRIT-IIraol2iml-2007 FURT-soxmni SM) QTY® 1 TOTAL- i 1 v0 0 : ano"ne" r. .. much fto 1 w 1 1 Ml ladpar I 0001`1 67 Fj-o m Ilao6la. pp��1 late to rasa and 1 tan m ahotlh above and on f slot �afolla. unl noted 0th§iv�ene. r f� draw npa t8a0R-nZ P a landed plate noel 1arre. div Pi Pat urodto 1`l fhaftrssa lnlmd'orvwlnoarith 1b1. for Foor os'r'tnssaI Ing, s Ippithtatrefol lllilon Ing, pp n9. sot or fruaem. gg ppoo ssaa assan *raltileltelbtlily ml�ily lir�fhiladiiie 1 7l stwidtabllil[0::r% uaa at thr drarie l oly .fruatur. la tlr rmpeltaTbl111y oP 1`h. Hal►dtlg D=IrW par RN6 /M For a0re t."Iblton 800 thisjob a IM&I rote =and thine web altms ITY6C6: sete.ltubo9.n0a1 TPIs uw.tnlm£or9: yTCRI wa.ab0tndwtr6.0m; ICCs www.toomro.or9 RIGHT RAKE = 1'9" RIGHTSJEOG== 38789 REV 12 03.05.0416 S09LE -0.125 TC LL . 25.OpsF REF TC DL 7.OpsF DATE BC DL 10 - OPSF DRWG BC LL 0.OpsF 08-19-2014 KELLY TOT. LD. 42.ups F 0/R EN. 340600 DUR . FRC . 1.15 JOB #: 27 457 SPACING 24.0" TYPE GRBL ,.� ----- 13 ° 11 °° 8 --E-.. QQ 13 12 v ug N I Al r.; z 0 M Z O L —7 UI \ CS JOB N0= 27457 PAGE N0: 1 OF 1 2-Yio k64; 2 X( _ �x -L z a.:/eW ;�v r/ h' t o l d r C"ODEL M p I j F ENTRY SYSTEMS a vv oo vv 9 � � oo � � � uo 00 � � oo vv Project: +/ Location: Roof Beam 1 l� 4cC \e I, l Io-4v- ?eev'v� Recd Roof Beam Section Modulus: 12009 International Building Code(2005 NDS)] 63.28 in3 6.75 IN x 7.5 IN x 14.0 FT 14.46 in2 24F-V4 - Visually Graded Western Species - Dry Use Moment of Inertia (deflection): Section Adequate By: 9.9% 237.3 in4 Controlling Factor: Deflection 10281 ft -Ib DEFLECTIONS Center Shear: Live Load 0.57 IN U297 10285 lb Dead Load 0.28 in pif Total Load 0.85 IN L/198 LL = Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 psf Roof Dead Load: REACTIONS 6 B 15 Live Load 1960 Ib 1960 Ib Tributary Width: Dead Load 978 Ib 978 Ib 0 Total Load 2938 Ib 2938 Ib Wall Load: Bearing Length 0.67 in 0.67 in 0 BEAM DATA Span Length 14 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 8.5:12' Roof Duration Factor 1.15 MATERIAL PROPERTIES 24F-V4 - Visually Graded Western Species Base Values A ' s e Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 2760 psi Cd=1.15 Shear Stress: Fv = 265 psi Fv' = 305 psi Cd=1.15 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc - -L = 650 psi Fc -1' = 650 psi Controlling Moment: 10281 ft -Ib 7.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 2938 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Recd Provided Section Modulus: 44.7 in3 63.28 in3 Area (Shear): 14.46 in2 50.63 int Moment of Inertia (deflection): 215.87 in4 237.3 in4 Moment: 10281 ft -Ib 14555 ft -Ib Shear: 2938 lb 10285 lb page Henry Gibson Design Gibson Design Group 618 South Peabody, Suite j Port Angeles, WA 98362 StruCalc Version 8.0.103.0 6/22/2014 1:50:47 PM Side One: Ladj = 14 ft Roof Live Load: LL = 40 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 7 ft Side Two: WT = 420 pif Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 0 ft Wall Load: WALL = 0 pif Adjusted Beam Length: Ladj = 14 ft Beam Self Weight: BSW = 11 pif Beam Uniform Live Load: wL = 280 pif Beam Uniform Dead Load: wD_adj = 140 pif Total Uniform Load: WT = 420 pif I . . . page Project: Henry Gibson 4:7V -D / Location: Uniformly Loaded Floor Beam 4 ����- � �� �;� Gibson Design Group Uniformly Loaded Floor Beam 618 South Peabody, Suite j a [2009 International Building Code(2005 NDS)] Port Angeles, WA 98362 3.5 INx7.25INx6.OFT #2- Douglas -Fir -Larch -Dry Use Section Adequate By: 9.6% Controlling Factor. Moment DEFLECTIONS Center Live Load 0.07 IN U1005 Dead Load 0.03 in Total Load 0.10 IN U725 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1310 Ib 1310 Ib Dead Load 508 Ib 508 Ib Total Load 1818 Ib 1818 Ib Bearing Length 0.83 in 0.83 in BEAM DATA Center Span Length 6 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES Side 1 #2 - Douglas -Fir -Larch Floor Live Load FLL = 40 psf Base Values Adjusted Bending Stress: Fb = 900 psi Fb' = 1170 psi Floor Tributary Width Cd=1.00 CF=1.30 3.7 ft Shear Stress: Fv = 180 psi Fv' = 180 psi 0 Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc - -L = 625 psi Fc --L= 625 psi Controlling Moment: 2727 ft -Ib 3.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -1818 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provide Section Modulus: 27.97 in3 30.66 in3 Area (Shear): 15.15 in2 25.38 int Moment of Inertia (deflection): 39.8 in4 111.15 in4 Moment: 2727 ft -Ib 2989 ft -Ib Shear: -1818 lb 3045 lb StruCalc Version 8.0.103.0 6/22/2014 3:07:56 PM BEAM LOADING Side 1 Side 2 Floor Live Load FLL = 40 psf 40 psf Floor Dead Load FDL = 15 psf 15 psf Floor Tributary Width FTW = 3.7 ft 7.3 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load: wL = 437 plf Beam Total Dead Load: wD = 164 plf Beam Self Weight: BSW = 6 plf Total Maximum Load: WT = 606 plf Project: Location: Multi -Loaded Multi -Span Beam 2 '� J y 31?C'\IM Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 5.125 INx16.5INx24.OFT(19.5+4.5) 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 21.7% Controlling Factor. Deflection DEFLECTIONS Centeritj N Provided Live Load 0.33 IN L/710 -0.24 IN L/222 130.01 in3 Dead Load 0.17 in -0.13 in 29.65 in2 Total Load 0.50 IN U465 -0.37 IN U146 Moment of Inertia (deflection): Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B 25400 ft -Ib Live Load 3413 Ib 3413 Ib -5239 lb Dead Load 1807 Ib 1909 Ib plf Total Load 5220 Ib 5321 Ib Bearing Length 1.57 in 1.60 in BEAM DATA Center RLUh Span Length 19.5 ft 4.5 ft Unbraced Length -Top 0 ft 0 ft Unbraced Length -Bottom 19.5 ft 4.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Adlusted Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 2344 psi Cd=1.00 Cv-0.98 Shear Stress: Fv = 265 psi FV = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc -1= 650 psi Fc - -L= 650 psi Controlling Moment: 25400 ft -Ib 9.75 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Controlling Shear: -5239 Ib 19.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Read Provided Section Modulus: 130.01 in3 232.55 in3 Area (Shear): 29.65 in2 84.56 in2 Moment of Inertia (deflection): 1576.99 in4 1918.51 in4 Moment: 25400 ft -Ib 45432 ft -Ib Shear. -5239 lb 14939 lb page Henry W.Gibson D -� Gibson Design Group 618 South Peabody, Suite j Port Angeles, WA 98362 StruCalc Version 8.0.103.0 6/22/2014 2:18:17 PM Uniform Live Load 350 plf 0 plf Uniform Dead Load 168 plf 0 plf Beam Self Weight 18 pif 18 plf Total Uniform Load 536 plf 18 plf IwW ccrcr 300-3 Cl) CA J LO Lc) LL uwww uwww =__ �w0)N io08i N N 1)(0�� »�� .4 4 Cl) coco Al-1reil-p- �v o� . e' -err rot ` vex / walb moo✓ %%—�✓ �e rl <G vu r iG 3 or i t u�n h (ate/Yeol z4,� lit/ � � Cp •ycvt �-r't %7 oc?r y � 6 �� o cG ,-2.at�s�!�r..� � 12-"li. �. �j �rq SrpN��� 67 -I �prkP.n�'�p-'/Ce lr'e ►'hQ f vt � o r p� � tl �� D ' �� 5. � odf . S� ,e.�e��t! �/� b DS .� /YO � idC' }� ' ✓(�� 8 � xac i� � e "�, c , il/.ew/ IQvv f S�� btIis w�/l sem rgrt ac�+mv� Al Woodworks® Shearwalls SOFTWARE FOR WOOD DESIGN 5�7 1 WoodWorks® Shearwalls 10.21 14022Lat.wsw Project Information COMPANY AND PROJECT INFORMATION Company Project Gene Unger Engineering LLC Greene 1401 W. 7th St. 1006 B Street Port Angeles, WA 98363 Port Angeles, WA 98363 360-452-2098 DESIGN SETTINGS Jul. 16, 2014 15:26:48 Design Code Wind Standard Seismic Standard IBC 2012/AWC SDPWS 2008 ASCE 7-10 Directional (All heights) ASCE 7-10 Load Combinations Building Code Capacity Modification For Design (ASD) For Deflection (Strength) Wind Seismic 0.70 Seismic 1.00 Seismic 1.00 1.00 0.60 Wind 1.00 Wind Service Conditions and Load Duration Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F 19% 10% 4.00 - Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - 2.0 1.5 Ignore non -wood -panel shear resistance contribution... Collector forces based on... Wind Seismic Hold-downs Applied loads Never Never Drag struts Applied loads Shearwall Relative Rigidity: Deflection -based stiffness of wall segments Design Shearwall Force/Length: Based on wall rigidity/length SITF INFORMATION Wind Seismic ASCE 7-10 Directional (All heights) ASCE 7-10 12.8 Equivalent Lateral Force Procedure Design Wind Speed 130mph Risk Category Category II - All others Exposure Exposure C Structure Type Regular Enclosure Enclosed Building System Bearing Wall Min Wind Loads: Walls 16 psf Design Category D Roofs 8 psf Site Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1:0.500g Ss:1.2SOg Fundamental Period E -W N -S - - - Site Location: - T Used Approximate Ta 0.095s 0.095s 0.095s 0.095s Elev: Oft Avg Air density: 0.0765 lb/cu ft Rigid building - Static analysis Maximum T 0.133s 0.133s Case 2 E -W loads NS loads Response Factor R 2.00 2.00 Eccentricity (%) 15 is Fa: 1 .00 Fv: 1 . 50 Loaded at 7s% Woodworks® Shearwalls 14022Lat.wsw Jul. 16, 201415:26:4$ l�' Structural Data STORY INFORMATION BLOCK and ROOF INFORMATION Block Dimensions ft Hold-down Face Story Floor/Ceiling Wall Length subject to Bolt Overhang ft Elev ft Depth in Height ftshrinkage in length in Ceiling 10.33 0.0 Level 2.33 4.0 8.00 8.2 8.9 Foundation 2.00 North BLOCK and ROOF INFORMATION Block Dimensions ft Face Type Roof Panels Sloe Overhang ft Block 1 Story E -W Ridge Location X,Y = 0.00 0.00 North Side 35.4 0.50 Extent X,Y = 32.00 28.00 South Side 35.4 0.50 Ridge Y Location, Offset 14.00 0.00 East Gable 90.0 0.50 Ridge Elevation, Height 20.28 9.95 West Gable 90.0 0.50 r Woodworks® Shearwalls SOFTWARE FOR WOOD DESIGN 14022Lat.wsw WoodWorks® Shearwalls 10.21 July 16, 2014 15:25:09 Level 1 of 1 rn It ao I C'i N co N C7 N N r �I N N r- 0) N t W Co , B-1: 218.1 218.1 F 'D (D C a) c E o> al N O X W T: Exterior Segmented 35' - -30' C-1: Exterior Segmented a� C: a) E 0)a) C2 O C N a) M C a) C&C40.1 /49.5E terior Segmentedm X W :0i v 25' r� 0 LO I ui 20' r` 15' 10' N LO n t M 5' 3 0' �� 1111111 �11 111 8 .9 -5 165.8 -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' Factored shearline force (lbs) LLU Unfactored applied shear load (plf) • Factored hoiddown force (lbs) 0-0 Unfactored dead load (plf,lbs) • C Compression force exists o-0 Unfactored uplift wind load (plf,lbs) ■ Vertical element required Applied point load or discontinuous shearline force (lbs) Loads Shown: W; Forces: 0.6W + 0.6D. Orange = Selected wall(s) 14022Lat.wsw Level 1 of 1 C'. C'. h r c� c C'. C9 wd 4 q) 1, 0 N co G C, C, a C a c Woodworks® Shearwalls SOFTWARE FOR WOOD DESIGN /7 WoodWorks® Shearwalls 10.21 July 16, 2014 15:25:09 - 30' 234.2 224.2 224.2 234.2 0' 5' 10' 15' 20' 25' 30' Factored shearline force (lbs) I I I I Unfactored applied shear load (plf) - 25' 20' 15' 10' 5' 0' )47 -5- 35' s Factored holddown force (lbs) ®-® Unfactored dead load (plf,lbs) • C Compression force exists — -{ Applied point load or discontinuous shearline force (lbs) ® Vertical element required Loads Shown: Qe; Forces: 0.7E + 0.6D; E = pQe + 0.2 Sds D; p(NS) = 1.0; p(EW) = 1.0; Sds = 0.83. Orange = Selected wall(s) 1'-112" 5'61 6" %' 081-1121, 8'-112" T-11" 30 16" \G% 1— 3'-34" FIRST FLOOR PLAN SCALE 1/4"=V-0" 5'-1" I-- 30 2'-4" T-24" 5'-44 2'-5" _L / ALIGN WALLS 30 i 36W x 32D REF. -01-6' 1 5' 416' e WO((/ l LA . Ge T-10 6" T z NOTES • ALL INTERIOR WALLS SHOWN AS 2X4 TYPICAL UNLESS OTHERWISE NOTED ALL DIMENSIONS SHOWN TO ROUGH FRAMING, NOT TO FINISHED SHEETROCK • , ALL DIMENSIONS SHOWN FOR REFERENCE AND MAY NEED TO BE ADJUSTED TO FIT AS -BUILT DEVIATIONS IN THE EXISTING HOME • DIMENSIONS FOR KITCHEN ISLAND ARE TO FINISHED MARBLE TOP OUTSIDE EDGES ASSUMING USE OF A STANDARD MARBLE 52X98 ISLAND SIZE `. 41 /r EXISTING FLOOR DECKING ABOVE / F EXISTING 2X6 FLOOR JOISTS r SIMPSON JOIST HANGER OR EQUAL AT END OF EACH FLOOR JOIST NEW 4X10 OF BEAM OR EQUAL TYP. BEAM SECTION SCALE 1/2"=11-011 7// i� 1'-112" 5'61 6" %' 081-1121, 8'-112" T-11" 30 16" \G% 1— 3'-34" FIRST FLOOR PLAN SCALE 1/4"=V-0" 5'-1" I-- 30 2'-4" T-24" 5'-44 2'-5" _L / ALIGN WALLS 30 i 36W x 32D REF. -01-6' 1 5' 416' e WO((/ l LA . Ge T-10 6" T z NOTES • ALL INTERIOR WALLS SHOWN AS 2X4 TYPICAL UNLESS OTHERWISE NOTED ALL DIMENSIONS SHOWN TO ROUGH FRAMING, NOT TO FINISHED SHEETROCK • , ALL DIMENSIONS SHOWN FOR REFERENCE AND MAY NEED TO BE ADJUSTED TO FIT AS -BUILT DEVIATIONS IN THE EXISTING HOME • DIMENSIONS FOR KITCHEN ISLAND ARE TO FINISHED MARBLE TOP OUTSIDE EDGES ASSUMING USE OF A STANDARD MARBLE 52X98 ISLAND SIZE `. 41 /r EXISTING FLOOR DECKING ABOVE / F EXISTING 2X6 FLOOR JOISTS r SIMPSON JOIST HANGER OR EQUAL AT END OF EACH FLOOR JOIST NEW 4X10 OF BEAM OR EQUAL TYP. BEAM SECTION SCALE 1/2"=11-011 W O 2 co Lu m U 00 0 w W Lij � F- LU U) J Z = LU 0WV-- V '... W Z d F- a- U) - aN W 10 DRAWING NO. 14001-01 p ! PAGE F#w7c!,vi�l OF 1 7// �O 0 II a t.l � U to La- T m 7) I cq 6 Z D 0 U U -I Of Q a � d- � a� 0 , z U 2 W 7 a o 0 O o a! a W M W ol W p> 2 U Luw a—' wuZC�, Q j Q N U�dr�`ni W O 2 co Lu m U 00 0 w W Lij � F- LU U) J Z = LU 0WV-- V '... W Z d F- a- U) - aN W 10 DRAWING NO. 14001-01 p ! 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BEAM SECTION 5' 8'-112" � '� SCALE 1/2"=l 1-011 30 30 �\�l LAUNDRY/BATH OPTION'SCALE� 4" �.i 5'44 A 'ER DR R a W.H. 6' TUB SKYLIGHT O i° t-� 0 c ``y T-211" CLOSET Qa BATH C7 3O rt DINING LAUNDRY . 4-4 `6'4'6-9-2'"6 O" KITCHEN J- Y r <- VD _ 1 1,_48„ z 2'-5., 30 30 - BEDROOM #2 T-1 0 -17-6, (/,f `7(� WN 3'-11" (np ALIGN WALLS // to / 5,„ A�. 36W x 32D REF 3q 30 4xC�E� PANTRY 30� T-116" 11'-016" CLOSET 2-7' I` I- 5 -416" 3.11" OW I (OPTIONAL - TAI LOCATION) CLOSET 30 --�_ LIVING Y BEDROOM #1 CLOSET _arltlgoom #3 30 PIRCT G'1 nC)P PI ANI