The URL can be used to link to this page

Home My WebLink About1329 Eckard Avenue Address: 1329 Eckard Avenue time% PREPARED 3/18/16, 16:48:03 INSPECTION TICKET PAGE 1 .-PREPARED Oi'PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/18/16 ADDRESS . : 1329 ECKARD AVE SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-7-2-0010-0000- APPL NUMBER: 15-00000401 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------—-------------------------—-------------------—-------------------------- BL1 01 5/13/15 JLL BLDG FOUNDATION FOOTING 5/13/15 AP May 13, 2015 8:40:06 AM jlierly. rod 908-5510 May 13, 2015 12:16:08 PM jlierly. 2 ufr rods installed near panel/jll BFF O1 5/14/15 JLL BLDG FLOOR FRAMING 5/14/15 AP May 14, 2015 9:03:59 AM jlierly. william, no phone # left on message/jll May 14, 2015 4:18:20 PM jlierly. BL2 01 5/20/15 JLL BLDG FOUNDATION STEM WALL 5/20/15 AP May 20, 2015 8:50:50 AM jlierly. Rod 908-5510 May 20, 2015 4:24:31 PM jlierly. BFF 02 11/13/15 JLL BLDG FLOOR FRAMING 11/13/15 AP November 13, 2015 9:50:22 AM jlierly. clayton 461-3591 November 13, 2015 12:46:28 PM jlierly. BEXS O1 11/30/15 JLL BLDG EXTERIOR SHEETING ' 11/30/15 AP November 30, 2015 9:27:58 AM jlierly. Clayton 461-3591 November 30, 2015 3:48:54 PM jlierly. BAIR O1 12/29/15 JLL BLDG AIR SEAL 12/29/15 AP December 29, 2015 8:57:47 AM jlierly. CURT 775-5450 December 29, 2015 3:59:55 PM jlierly. BL3 01 12/29/15 JLL BLDG FRAMING 12/29/15 AP December 29, 2015 8:58:17 AM jlierly. December 29, 2015 3:59:55 PM jlierly. BLI O1 12/31/15 JLL BLDG INSULATION 12/31/15 AP December 31, 2015 9:34:39 AM jlierly. Curt 775-5450 December 31, 2015 11:04:33 AM jlierly. BLDR O1 1/07/16 PB BLDG DRYWALL IBWP 1/11/16 AP January 7, 2016 10:20:55 AM pbarthol. Kurt 775-5450 January 11, 2016 10:00:59 AM pbarthol. PW99 01 3/15/16 RV PUBLIC WORKS FINAL 3/16/16 AP March 17, 2016 8:35:16 AM rvess. March 17, 2016 8:35:39 AM rvess. BL99 01 3/18/16BLDG FINAL 5—g� 1, 0-----_-March 18, 2016 11:40:04 AM pbarthol- - --------------------- ----------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ---------- CONTINUED ONTO NEXT PAGE ----------------------------------- ,..PREPARED 3/18/16, 16:48:03 INSPECTION TICKET PAGE 2 CITY OP`PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/18/16 ------------------—---------—----------------------------------------------—'---------------- ADDRESS . : 1329 ECKARD AVE SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-7-2-0010-0000- APPL NUMBER: 15-00000401 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -—----------------------------------------------------------------- MES O1 12/29/15 JLL MECHANICAL DUCTS 12/29/15 AP December 29, 2015 8:58:48 AM jlierly. December 29, 2015 3:59:55 PM jlierly. ME99 01 3/18/16 JLL MECHANICAL FINAL 1410 March 18, 2016 11:40:14 AM pbarthol. Derick 461-8319 ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS —--------------------—-------—--------------------------------------------------------------- PL2 01 12/21/15 JLLPLUMBING ROUGH-IN 12/21/15 AP December 21, 2015 10:27:36 AM jlierly. john 460-6902 December 21, 2015 4:47:26 PM jlierly. - PL99 01 3/18/16 JLL PLUMBING FINAL — / A.�o March 18, 2016 4:52:09 PM pbarthol. ---------------------------------------- COMMENTS AND NOTES -------------------------------------- _ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION. 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000401 Date 4/30/15 .� Application pin number . . . 912119 Property Address . . . . . . 1329 ECKARD AVE ASSESSOR PARCEL NUMBER: 06-30-14-7-2-0010-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 149835 (Location Code 0502) ---------------------------------------------------------------------------- Application desc NEW 1553 SFR 3 BED 2 BATH ---------------------------------------------------------------------------- Owner Contractor GREEN CROW PROPERTIES INC OWNER \ PO BOX 2439 PORT ANGELES WA 983620312 ` - ------------------- ----------------------------------- A^�V Permit . . . . . . BUILDING PERMIT -RESIDENTIAL `VJ Additional desc . . NEW 1533 SF HOME Permit Fee . . . . 1300.25 Plan Check Fee 845.16 Issue Date . . . . 4/30/15 Valuation . . . . 149835 Expiration Date 10/27/15, Qty Unit Charge Per Extension BASE FEE 1020.25 }� 50.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 280.00 v^ ---------------------------------------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 178.45 Plan Check Fee .00 Issue Date . . . . 4/30/15 Valuation . . . . 0 Expiration Date . . 10/27/15 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 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 170.00 Plan Check Fee .00 Issue Date . . 4/30/15 Valuation . . . . 0 Expiration Date 10/27/15 1\ Qty Unit Charge Per Extension \_ BASE FEE 50.00 \ 9.00 7.0000 EA PL-PLUMBING TRAP 63.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 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. try e Print Name Signature of Contractor or Authorizes gent 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 b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000401 Date 4/30/15 Application pin number 912119 REPORT SALES TAX Qty Unit Charge Per Extension 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 ------P - ------------------------------------------------- Special Notes and Comments (Location Code 0502) April 23, 2015 3:19:09 PM tamiot. ELECTRICAL PERMIT REQUIRED. ELECTRICAL UNDERGROUND SERVICE SHALL GOTO EXISTING PEDESTAL AT THE SOUTH WEST CORNER OF THE PROPERTY. 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. Ditches & 8" culverts will be installed to City Standards. See Public Works Engineering for Standards. 1. Establishing Construction Access. 2. Install sediment controls BMPs: 3. Stabilize exposed soils.'; 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard - See attached. 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 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. 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 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. The contractor making the connection to an existing water meter is responsible to adjust water meter depth so that 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 laves 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:For.,ns/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 b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00000401 Date 4/30/15 Application pin number . . . 912119 ---- -- --- -- --- --- ------- REPORT SALES TAX Special Notes and Comments there is a minimum of 4 to 6 inches of clearance between the on your state excise tax form bottom of the meter box lid and the top of the meter at to the City of Port Angeles finish grade. s Construct driveway and Sidewalks to City Standards. New (Location Code 0$02) driveway and existing sidewalk to be 6 inch thick. 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 i Paid Credited Due Permit Fee Total 1648.70 1648.70 .00 .00 Plan Check Total 845.16 845.16 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7788.36 7788.36 .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:Fo�ms/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 b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls I Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit TH For City Use CITY OF A,, .' Permit# vv A S H 1 N G T o N , U. S. Date Received: 20 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsOcityofpa.us BUILDING PERMI A PLICATION Project Address• 1329 Eckard Ave., Port Angeles, WA 98362 Phone:360-417-3669 Prima Contact: Bruce Emery Email:Bruce reencrow.com Name Green Crow Properties, Inc. phone 360-417-3669 Property Mailing Address Email Owner P.O. Box 2439 Bruce@greencrow.com city Port Angeles State WA "P 98362 Name Green Crow Construction LLC Phone 360-775-5450 Contractor Address P.O. Box 2439 Email kurt@greencrow.com Information city Port Angeles State WA ziP 98362 Contractor License#GREENCC933CZ Exp.Date:4/2/17 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 1, Campbell Ave. PRD RS-9 063014-720010 $ 149,835.00 Residential 8 Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction 8 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Propo:se Bathroo:�3 oposed Bedrooms or Existing? Yes 11No 19 Existing? Yes ❑ No 2 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater@—cityofpa.us Project Description nul ium of 1,533 SF single family residence WM aftadred go.-W. QZn&WdbM of a 11,533 SF single family residence wM abalfted gwaW. Is project in a Flood Zone: Yes ❑ No8 Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date 041/ 0�5 Print Name Bruce Emery Signat ure Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1,533 130,305 Second Floor Covered Deck/Porch/Entry 170 2,040 Deck(over 30"or z" floor) Garage 583 17,490 Carport Other(describe) Area Totals 2,286 149,835 Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area 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)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height 7,044 SF all structures 2 2-4F sq ft 32.5% 22.3 ft. Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 2,838 SF 40.3% 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: 0 0 Appliance Exhaust Fan # Heater(Suspended, Floor, Recessed wall) # 1 5 Boiler/Compressor Size: # Heating/Cooling appliance "" '1 # 0 repair/alteration Dbt tWs iP 1 Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) 0 Fireplace/Gas Stove/Gas Cook Stove/Misc. 0 Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 0 a Furnace/Heat Pump/ Size: # Ventilation System ## Forced Air Unit 0 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # 9 1 Plumbing Vent piping # Medical gas piping #of Outlets: a o Water Line # Fuel gas piping #of Outlets: o Sewer Line # Industrial waste pretreatment 1 interceptor Grease Trap) Size 0 Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx S D&OI 4' N F- 76.37' 25' Setback Line , O M O� M I � - W M O O Z Z W 75.00' Cpl �-b AV5gU .o 1329 Eckard Ave. Port Angeles, WA 98362 County of Clallam Parcel # 063014-720010 Campbell Ave. PRD (Phase 1), Lot 1 Lot Coverage: 2286/7044 = 32.5% Site Coverage: 2838/7044 = 40.3% 6 f MR5 4 g 2 y - :* N 3 �n �. .s 24 Ix- 3310 low s-I 4;r-,r+,1' '06�14�'� h�.�tN eta# by, 28.SSM " fn s+ RRA z� 53i � 429 �:?C' ♦,:. a .r �i ,, yy + .w d a'R' 3w„-y - ;,y` shy, s.. -,¢#!V".a Sr ♦ `'.'sv ` f,``s+ ,x c'Q ,L �'3.e"•�s# . �'' .r a' •7'.' f .ner•� ` AN R '„r+ w w +' '+'`a W"'a9:b'1•� .+' T� +2 Te w �ddT£ .�. ka i yy,^-°y'i '.'` - •.-. ai rdy �t J'�4. WDA Y..E � * �;. ,� .. 'r sn Yst � � ti k.a°'�� i•r, Q :�"«a.- n..s t r,. • •F°f 1321 s `H 2 :a 6 5 may. Eckard Ave � ,,�•,, ckardA v L. { �'• `. 'tib a ' 1340 Qi - 3414A O i O +,. ✓ -IAN�. g �. 1336 s£ Y ' a yac B r 3418 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Green Crow Drafting Solutions LotiCampbell Ave PUD (Phase 1) PC Box 1246 Port Angeles, WA 98362 Port Angeles, WA 98362 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value' U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall,k' 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. F,-/]2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 n 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 F 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.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 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 R30 9 Reserved. " First value is cavity insulation, second is continuous insulation or insulated siding, so"13.+5" means R-13 cav I 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 mini Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation re Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as spe W UP Designed on: March 2,2015 � 1 � , How to Order Pro - ........... Data.......................Print Version Setup C. Beam or Girder r Joist or Rafter Member# Typical Header Member at Floor Roof Location: Main Floor Repetitive Use .7 No Yes Nominal Size : (2) 2 x 10 Incised for PT? No res Species= Douglas Fir-Larch Flat Use: No Yes "Dimension Luml)c__ Grade= No-2 Moisture Content: <19% >19% Span(L)= 5 ft - 0 in Temperature(°F): <10o 100-125 125-150 Tributary Width(B)= 22 ft - 10 in Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors LT" with Cantilever Set Deflection Limits with Point Loads) Reset Loads to Zero (" with Sloped Load(s) ................................................................................. L (pressed-down buttons are selected) W s LOADING Load Type Max.Span = 5 ft 9 in ,,, Dead Load Uniform w(psf)= 17 R1 R2 23971b 23981b Stress and/or Deflection Check OK _ A c t u a l Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 90 1658 207 3830 43% Max fb(psi)&M(lb-ft) 841 2997 1136 4050 74% Total Load Max.Defl.(in) -0.04 U1408 0.33 13% Live Load Max.Defl.(in) -0.03 L/2366 0.25 10% Adjustment Factors 3000, for Fb for Fv for E 00 Wet Service CM= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 1Z 4000 Beam Stability CL= 1.00 N/A N/A t "OW, Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cf,= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 Buckling Stiffness CT= N/A N/A 1.06 3000 - (CT for Emin only) 2000 !, Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3 in depth(d)= 9.25 in Area(A)= 27.8 in12 Section Modulus(Sx)= 42.8 in^3 Moment of Inertial(Ix)= 197.9 in^4 Total Load Deflection(in) wDesigned on: March 2,2015 WryBeams/Joists Analysis and1 ' �i How to ` Order Pro Developed by: Forum Eno: Enter Data Print Version Setup t: Beam or Girder r Joist or Rafter Member# Garage door header Member at loon Roof Location : Main Floor Repetitive Use? No Yes Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Grade= No.2 i Moisture Content: <19% >ts% Span(L)= 16 ft - 9 in Temperature(°F) <tOQ 100-125 125-150 Tributary Width(B)= 2 ft - 4 in Unsupported Length(lu)= 1 ft - 0 in € set Duration Factors (— with Cantilever € Set Deflection Limits r with Point Load(s) Reset Loads to Zero r with Sloped Load(s) ..........................-............................................... : L ;pies6tzG-uo��rt buttons are selected) W s LOADING Load Type Max. Span = 23 ft - 10 in Dead Load Uniform w(psf)= 17 R1 R2 821 ll. 821 Ib Stress and/or Deflection Check OK A c t u a l Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) Zc i'Ly 207 5434 13'70 Max fb(psi)&M(Ib-ft) 559 3437 1136 6991 49% Total Load Max.Defl.(in) -0.26 L/769 1_1180 1.12 23% Live Load Max.Defl.(in) -0.16 U1293 L1240 0.84 19% Adjustment Factors 1000 for Fb for Fv for E 500 Wet Service CM= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 X00 i Beam Stability CL= 1.00 N/A N/A 1000' Size CF= 1.10 N/A NIA Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 - Buckling Stiffness CT= N/A N/A 1.06 3000 (CT for Eminonly) 2000 Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 80 1600000 580000 Adjusted 1136 207 1600000 58000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in a, depth(d)= 11.25 in Area(A)= 39.4 in12 Section Modulus(Sx)= 73.8 in13 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) Simpson Strong-Tie (� 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT L%TOLMATION NAME:Green Crow ADDRESS:Lot 2 Campbell Are,Port Angeles,WA WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC RLND SPEED:100 mph RT"D EXPOSLRE CATEGORY:C STONT OR 4LASONRY CEV'EEIt No Rill Line 1-1 8911 Line 2-1 Wall Line 31 Braced-Rall-Line Location 1st of i-story 1st of 1-story 1st of 1-story Fare to Ridte Heidtt 13 ft 13 ft 13 ft Braced-Walt-Line Spacing 16.00 ft 18.00 ft 18.00 ft Braced-Wall-Line Length 10.50 ft 10.50 ft 10.50 ft Rall Height 9 ft 9 ft 9 ft Bracing Method R'SP GB RSP GB Double GB Construction Type NA sided a"O.0 N A Fastening Gypsum Rall Board on Inside Yes N A Yes Horizontal Joints Blocked Yes Yes Yes HoldovnDevice Wised Yo No No Wall Dead Load >8psf&=15 >8psf&=15 >8psf&=15 psf psf psf Roof Ceiling Dead Lead =15 psf =15 psf =15 psf a Tabulated trmd Bracing amount 4 ft 7.1 ft 4.5 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 1.18 1.18 1.18 Wmd RallHeight Factor 0.95 0.95 0.95 Number of BRZ Factor 1.3 1.3 1.3 Hdidmm Factor I I I Blocked Joint Factor 1 1 I Gypsum on Inside Factor I I I Rind GB Construction Factor 1 0.7 1 Required R and Bracing Amount 7 ft 9.43 ft 7.81 ft r Tabulated Seismic Bracing amount 2.625 ft 4.2 ft 2.625 ft Seismic Rall Hight Factor 1 1 I BNVL Spacing Factor 1 1 I Blocked Joint Factor 1 I 1 Gypsum on Inside Factor 1 1 I Seismic GB Construction Factor I I 1 Rall Dead Load Factor I I 1 Roof Dead Load Factor 1 I 1 Veneer F actor I I 1 Required Seismic Bracing Amount 2.63 ft 4-1 ft 2.63 It vnvw strongtie comwebapps;bracedWail This is page 1 of 2 ®Simpson Strong-Tie Lmrth."N'ilR Bri-ing As:icirtG 7 3 9.43 rt '.3'4 NOTES t t 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.1'_as applicable. 2. One-and hvo-family dwellings and townhouses in Seismic Design Category D0,D1:or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed.and Table R602.I03(3)based on seismic design categon',including all applicable adjustment factors. 3. Braced-;ball panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R60210.5. T. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-CSP,or continuous sheathing methods mac-begin up to 10 feet from each end when the additional requirements of Section R602.10.12.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10_2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall limes or the average of the distance as selected bc_ the designer. Refer to the S'tronp-iI all Skeanralls-t Presciptwe Desitm Gr<irle for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie$Rood and Steel Strong-WallE sheanwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. S. Braced-wall-fine spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.13.Hown-er,the spacing between two adjacent braced wall lutes shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.101.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602-10.13 are satisfied. �l"ARNLNGS 1. For buildings in SDC D0:D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3- 2- The wall bracing provisions of the IRC may_ not be used in area:where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Tovvnhomes in Seismic Design Category C and all structures in Seismic Design Category D0:D1.or D2 in accordance with Section R602.10_4.1 item=3. ww%v strongtie.com/webappsibracedWall This is page 2 of 2 f ®Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT LNF0RNUTION N.A-ME:Green Crow ADDRESS:Lot 2 Campbell Ave:Port Angeles.SVA WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC\VLN•D SPEED:100 mph NM'D E.IPOSL•RE CATEGORY:C STONE OR UNSONRY VENEER:No Wall Line%A Will Like B-1 Braced-Walt-Line Location 1st of 1-story Ist of I-story Eace to Ridge Height 13 ft 13 ft Braced-Wall-Line Spacial 26.00 ft 26.00 ft Braced-Nall-Line Leneth 44 ft 44 ft Rall Height 9 ft 9 ft Bracing Method RSP GB OB Double GB Construction Type N A sided."O.0 Fast-amt Gypsum Rall Board on Inside Yes NA Horizontal Joints Blocked Yes Yes Holdo%ym Det ice Used No No Wali Dad Lead >8 psf&=i 5 >9 psf& psf psf Roof Ceiling Dead Load =15 psf =IS psf MV M a Tabulated tV tnd Bracing Amount 6.2 it 10.6 ft Exposure Height Factor 1_2 1.2 Ease-to-Ridge Height Factor 1.18 1.18 Wind Nall HtAt Factor 0.95 0.95 Number of BWL Factor I I Holdown Factor I I Blocked Joint Factor 1 1 Gypsum on Inside Factor 1 1 Wind GB Construction Factor 1 0.1 Required Rind Bracutg Amount 8.34 ft 9.98 At t Tabulated Seismic Bracing amount lift 11.6 ft Seismic Wall Heiaht Factor I I BAVL Spacing Factor 1.04 1.04 Blocked Joint Factor 1 1 Gypsum on Inside Factor I 1 Seismic GB Construction Factor 1 1 Wall Dad Load Fa,-ter 1 i Roof D-ad Load Factor 1 i Veneer Factor 1 1 Required Seismic Bracing Amount 11.44 ft 19.3 ft pywl C�t°� l� VNJC*1-'Dr Bru c e� www strongtie.com.1webappsibracedWall �� This is page 1 of 2 w ®Simpson Strong-Tie Louth cf Va1I Brazing riay.ir±L _...-f[ .,,.?zt NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits i ithin the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and hyo-family dwellings and townhouses in Seismic Design Category D0,Dl_or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on rind speed and Table R60_2.10.3(3)based on seismic design categor;,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods R'SP,BS'-WSP,or continuous sheathing methods may bean up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.102.2. 6. Interior braced-wall-tine spacing is the greater of the distance bet-ween two adjacent braced-wall lines or the average of the distance as selected bv_ the designer. Refer to the Strong-Mall Shewi ailsl Presptive Design,Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied With prescriptive braced-wall panels.Simpson Strong-Tie'Wood and Steel Strong-Wallg sheancalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. S. Braced-wall-tine spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However:the spacing bettveen two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied- 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance With Section R602.10.10. 10. Braced-wall limes shall have a minimum of hvo braced wall panels unless the provisions of Section R602.10.23 are satisfied_ IXAXNT�GS 1. For buildings in SDC D0,D1:and D2 the user must ensure braced vvall be spacing greater than 25 feet satisfies the requirements of Table R602 101.3- 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance N ith Figure R301.2(4)B or where the basic wind speed shown on Figure R301._'(4).4 equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mimed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl;or D2 in accordance with Section R602.10.4.1 item 3. www strongtie.com/webappsibracedWall This is page 2 of 2 v"Z -S Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT LNEOR\IATION N A-\IE:Green Crow ADDRESS:Lot 2 CampbellAce,Port Angeles,W.A. NVALL DIRECTION:Side To Side SFMIIC DESIGN'CATEGORY:D2 BASIC RIND SPEED:100 mph NMS EXPOSURE CATEGORY:C Q STONE OR\USONRY%'SNEER:No f�vv_l_ Cp_y_� F�f�+✓ Wall Line 1-1 Wall Line 2-1 Wall Lice 3-1 BracedXall-Line Location 1st of I-story 1st of I-story 15t of I-story Ecce to Ridge Height 13 ft 13 ft 13 ft Braced-Wall-Line Spacing 25.00 ft 25.00 ft 19.00 ft Braced-Wall-Line Length 45.50 ft 45.50 ft 45.50 ft Rall Height 9 ft 9 ft 9 ft Bracing Method WSP GB WSP OB Double GB Construction Type NA sided 4"O.0 NA Fastening Gypsum Rall Board on Inside Yes NA Yes Horizontal Joints Blocked Yes Yes Yes Holdoun Device Used No No No Wall Dead Load >8psf&=li >8psf&=15 >Spsf&=15 psf psf psf Roof Ceiling Dead Load =15 psf =15 psf =15 psf a Tabulated Wind Bracing Amount 6 ft 10.25 ft 4.75 ft Exposure Height Factor 1.2 1.2 1 Ease-to-Ridge Height Factor 1.18 1.18 1.18 Wind Rall Height Factor 0.95 0.95 0.95 Number of BRM Factor 1.3 1.3 1.3 Holdoaa Factor I I 1 Blocked Joint Factor 1 I i Gypsum on Inside Factor I I i Rind GB Construction Factor 1 0.7 1 Required Find Braciag Amount 10.49 ft 12.55 ft 8.31 ft t Tabulated Seismic Bracing Amount 11.375 ft 18.2 ft 11.375 ft Seismic Wall Height Factor 1 1 1 BWL Spacing Factor I I I Blocked Joint Factor 1 1 I Gypsum on Inside Factor 1 1 I Seismic OB ConstructionFactof I I I Wall Dead Load Factor I I 1 Roof Dead Load Factor 1 1 1 Veneer Factor 1 1 I Required Seismic Bracing Amount 11.38 ft 18.2 ft 11.38 ft tc9' PvQu1 ClAd tV Ro-A 4eA i zt www.strongtie.com/webapps/bracedWall This is page 1 Of 2 Simpson Strong-Tie Length cf watt B a ZX*gwad :L38 ft '_3.2 it ::38 ft NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits ss^ithin the scope of the IRC and complies Mth the«'all-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and hvo-family dwellings and townhouses in Seismic Design Category D0,D1.or D2 are subject to the-,Nind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(I)based on mind speed.and Table R602.10.3(3)based on seismic design category_including all applicable adjustment factors. 3. Braced-mall panel construction shall be in accordance N-ith the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-mall panels shall be located at each end of braced-mall kines.Braced-wall panels constructed of NIethods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when tine additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance behveen braced;call panels shall not exceed 20 feet in accordance-,Nith Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance bet-ween hyo adjacent braced-wall Imes or the average of the distance as selected by the designer. Refer to the Strong-il all Sheanralls-1 Presciprive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie'Wood and Steel Strong-Walls sheanvalls may be considered egnm-alent to the code braced-wall panel construction method RVSP N ith gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and trans erse directions in accordance kith Table R602.10.1.3.However:the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the pro-,isions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-mall panels shall be blocked in accordance vith Section R602.10.10. 10. Braced-mall lines shall have a minimum oftwo braced wall panels unless the proNisions of Section R602.10.2-3 are satisfied R:ARNZ�GS 1. For buildings in SDC D0,D1:and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1-3- 2. The wall bracing protiisions of the IRC may not be used in areas where vind design is required in accordance ttith Figure R301 2(4)B or where the basic Hind speed shovm on Figure R301.2(4)A equals or exceeds 110111>Yes per hour. 3. Different intermittent bracing methods are not permitted to be mixed«ithin a braced mall he for To-vnhomes in Seismic Design Category C and all structures in Seismic Design Category D0,DI,or D in accordance With Section R602 10A.1 item=3, www strongtie.com%webapps;bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT L\TORNUTION NA\IE:Green Crow ADDRESS:Lot 2 Campbell Ave,Pon Angeles.W.A. SCALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC NNTM SPEED:100 mph R'M ENPOSLRE CATEGORY:C STONE OR NLaSO\RY tE EER:No Wall Line A-1 Nan Line B-1 Wall Line C-1 Braced-Wall-Lax Location 1st of 1-story lit of I-story• 1st of 1-story Eare to Ridge Height 13 ft 13 ft 13 ft Braced-Watt-Line Spacing 19.00 ft 19.00 ft 11.00 ft Braced-Wall-LmtLength 38 ft 38 ft 38 ft Wall Height 9 ft 9 ft 9 ft Bracing Method WS? GB ASP GB Double OB Construction Type N.A sided 4"O.0 V A Fastening Gypsum Walt Board on Inside Yes N A Yes Horizontal Joints Blorlxd Yes Yes Yes Holdoan Device Used No No No Wall Dead Load >8psf&=15 >8psf.k=15 >9psf d=15 psf psf psf RoofCeiling Dead Load =15 psf =15 psf =15 psf a Tabulated Wind Bracmg?mount 4.75 ft 8.1 ft 2.15 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 1.18 1.19 1.18 Wind Wall Height Factor 0.95 0.95 0.95 Number of BWL Factor 1.3 1.3 1.3 Hotdoan Factor I 1 I Bloclmd Joint Factor 1 I 1 Gypsum on Inside Factor I 1 I li-md GB Construction Factor 1 0.7 1 Required Wind Bracittt ammmt 9.31 ft 9.92 ft 4.81 ft Iabulated Seismic Bracing Amomu 95 ft 15.2 ft 95 ft Seismic Wag Height Factor I 1 1 BWL Spacing Factor I I I Blocked Joint Factor 1 I I Gypsum on Inside Factor 1 1 I Seismic OB Construction Factor 1 1 1 Rall Dead Load Factor 1 1 1 Roof Dead Load Factor I 1 1 Veneer Factor I 1 Required Seismic Bracing amrnmt n93 152 ft 9.5 ft ' www.strongtie.comlwebapps/bracedWall ` t T c � �2 y�� I This is page i1 of 2 WAa Prove of ®Simpson Strong-Tie Laarrth o:R'ztl Hcuin�Rpcirad 9.�:t -..�:t S.':t -NOTES 1. This;call-bracing evaluation is based on the 201;International Residential Code.The user is responsible for ensuring that the project tits within the scope of the IRC and complies with the Rall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.103(1)based on Rind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods mac begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance-with Section R6022.10-2.2- 6- 602.10 22.6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected be the designer. '. Refer to the SnronQ-Bali Sheans a.71A Prescipr ve Design:Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptin'e braced-wail panels.Simpson Strong-Tie'Wood and Steel Strong-Wall'shear,calls may be considered equK-alent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. S. Braced--'all-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.Howc-'er:the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. 1. For buildings in SDC D0,D 1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R3012(4)B or where the basic wind speed shown on Figure R33 30 equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall be for Tovmhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl:or D_'in accordance with Section R602.10.4.1 item=3. www strongtie.com/webappsibracedWall This is page 2 of 2 S b(o°I 4' moi'' F_ 76.37' 25' Setback Line O M (6 O� C\ I - LU ch c I o Oi i OM Z -2 cx-I 15' AL ILO w 75.00' �o b AV5F+U -2)1 TtF, I I I z 2-D, o 1329 Eckard Ave. Port Angeles, WA 98362 County of Clallam Parcel # 063014-720010 Campbell Ave. PRD (Phase 1), Lot 1 Lot Coverage: 2286/7044 = 32.5% Site Coverage: 2838/7044 = 40.3%