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Home My WebLink About1320 Rook Drive Address: 1320 Rook Drive Imp PREPARED 1/15/16, 9:47:14 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/15/16 -------------- ADDRESS . : 1320 ROOK DR SUBDIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER : JOHN R BOETSCH AND ELIZABETH A PHONE (360) 461-6730 PARCEL 06-30-14-6-7-0100-0000- APPL NUMBER: 15-00000766 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 1/15/16J L MECHANICAL FINAL January 13, 2016 12:28:22 PM jlierly. PERMIT: PL 00 PLUMBING PWMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 7/30/15 JLL PLUMBING WATER SUPPLY 7/30/15 AP July 30, 2015 10:00:20 AM jlierly. curt 775-5450 July 30, 2015 4:18:14 PM jlierly. PL2 01 9/02/15 JLL PLUMBING ROUGH-IN 9/02/15 AP September 2, 2015 10:41:54 AM jlierly. John September 2, 2015 4:33:07 PM jlierly. PL99 01 1/15/16PLUMBING FINAL January 13, 2016 12:27:59 PM jlierly. -------------------------- - COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION �. 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000766 Date 7/20/15 Application pin number . . . 370934 Property Address . . . . . . 1320 ROOK DR ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0100-0000- 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 . . . . 157940 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 1616 sf single story 3bed/2bath SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JOHN R BOETSCH AND ELIZABETH A GREEN CROW CONSTRUCTION LLC 314 COLUMBUS AVE PO BOX 2439 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 461-6730 (360) 417-3661 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1616SF SFR Permit Fee . . . . 1345.05 Plan Check Fee 874.28 Issue Date . . . . 7/20/15 Valuation . . . . 157940 Expiration Date 1/16/16. �CN Qty Unit Charge Per Extension �► BASE FEE 1020.25 {V� 58.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 324.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 178.45 Plan Check Fee .00 Issue Date . . . . 7/20/15 Valuation . . . . 0 Expiration Date . . 1/16/16 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 . . . . 163.00 Plan Check Fee .00 Issue Date . . . . 7/20/15 Valuation . . . . 0 Expiration Date 1/16/16 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 2.8.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes 1 null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings 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: Footin /Slab 113locking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Li htin ESA: s; 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 J. CITY OF PORT ANGELES r DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000766 Date 7/20/15 Application pin number . . . 370934 REPORT SALES TAX Qty Unit Charge Per Extension on our state excise fax form 1.00 15.0000 EA PL-SEWER LINE 15.00 Y 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles ------ ------ -------------- --------------------- Special Notes and Comments (Location Code 0502) 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 Stanards. 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. 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. Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 The contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the bottom of the meter box lid and the top of the meter at finish grade. Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit % CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00000766 Date 7/20/15 Application pin number . . . 370934 --------------------------- ---- REPORT SALES TAX Special Notes and Comments finishes(including colors or dyes)are not allowed in the on your state excise tax form City road right of way. Broom finish only. An inspection by to the City of Port Angeles Public Works Engineering is required prior to pouring e concrete. Public Works inspection request line 417-4831 (Location Code 0502) ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1686.50 1686.50 .00 .00 Plan Check Total 874.28 874.28 .00 .00 Other Fee Total 4524.50 4524.50 .00 .00 Grand Total 7085.28 7.085.28 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit t It - THE For City Use CITY OF �£ : rmit W A s H i Iv G `T o N , I.J . S. ate Received: 321 E 5th Street ate Approved !:2111 le Port Angeles,WA 9836 &1 ffiff -Fop P:360-417-4817 F:360-417-4711 Email:permitsC�citpo a.ns BUILDING PERMIT PLICATION Project Address: 1320 Rook Dr., Port Angeles, WA 98 62 Phone:360-417-3669 Prima Contact:Bruce Emery Email:bruce reencrow.com Name John Boetsch & Elizabeth Fetrow Phone360-461-6730 Property Mailing Address Email Owner 314 Columbus Ave. city Port Angeles State WA zip 98362 Name Green Crow Construction LLC phone 360-417-3669 Contractor Address P.O. Box 2439 Email bruce@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 10, Riedell II, Ph 2 RS-9 063014-670100 $ 157,940.00 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 Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No El Existing? Yes ❑ No Gl 2 $ In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater(&citvofoa.us Project Description Construction of a 1,616 SF home. Construction of a 1,616 SF home. Is project in a Flood Zone: Yes ❑ No@ Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Bruce Emery Signature it 9. Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1,616 137,360.00 Second Floor Covered Deck/Porch/Entry 170 2,040.00 Deck(over 30"or2d floor) Garage 618 18,540.00 Carport Other(describe) Area Totals 2,404 157,940.00 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 16,248 1 all structures 2, 11t9A1sq ft 14.8 % 119'8" Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) 3,724 23.0% 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 # 0 repair/alteration Alroif-P 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 # a 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 \�y0F?ORTq^,CF� Stormwater Green Infrastructure Rebate Program 2015 L �Fs Rain Garden and Residential Downspout Disconnection Rebate Application CORKS DEPPR� Name: When it rains, runoff flows from our roofs, yards and driveways, carrying oil, fertilizers, pesticides, and other pollutants into our environment. The City of Port Angeles wants to assure that does not happen. The Stormwater Green Infrastructure Rebate Program's aim is to reduce the amount of pollutants that enter the environment. Rain Gardens The City of Port Angeles is providing financial assistance to residents and businesses building rain gardens at their home or place of business. Approved applicants may receive a rebate of up to $750 for the purchase of materials, such as plants, compost, sand, mulch and rock. Residential Downspout Disconnections The City of Port Angeles is providing financial assistance to residents disconnecting downspouts from the Combined Sewer or Stormwater System. Approved applicants may receive a rebate of$25 per downspout draining to the Combined Sewer, $150 maximum, or $12.50 per downspout draining to the Stormwater System, $75 maximum. The stormwater from disconnected downspouts must be directed to onsite controls such as a drywell, rain garden, rain barrels, dispersion, or other approved method. Program Guidelines: • Rain gardens and downspout disconnections must be located inside City limits. • Applicants must be approved prior to commencement of construction. • Rain Garden Rebate and Residential Downspout Disconnection Rebates may be combined, but limit one rebate of each type per household or business. • A minimum of 400 square feet of impervious surface area, such as roofs, driveways, or patios must drain to proposed rain garden to be eligible. Applications will be accepted from February 1, 2015,through November 30, 2015, or until available funding is depleted, whichever comes sooner. All work must be completed and Rebate Form submitted by December 10, 2015. Applicants will be notified regarding the status of approval or denial of their applications within three weeks of their application submittal. Applicants denied rebates may revise and resubmit their applications for reconsideration if they adequately address all prior comments. Suggested rain garden design details may be found on the City website: http://www.citVofpa.us/Stormwater.htm For more information contact the City of Port Angeles at 360-417-4830 Or to schedule a free site assessment contact Master Gardeners at 360-565-2679 e St®rmwater Green Infrastructure Rebate Applicant Information (required information) Name: Site Location Address: Contact(Please check the best method to contact you) o Mailing Address: o Phone Number and best time to call: o Email: Applying for: ❑ Rain Garden Rebate ❑ Downspout Disconnection Rebate Project Details: i What are your project goals? Please attach the following items to your application for Rain Garden Rebate: • Photos of the area BEFORE installation • Green Rebate Worksheet(for free site assessment contact: Master Gardeners at 360-565-2679) • Infiltration Test Checklist • Sketch of the design and planting layout Please attach the following items to your application for Downspout Disconnection Rebate: • Photos of the area BEFORE installation • Green Rebate Worksheet • Sketch of where the downspouts currently drain • Sketch of the design for onsite stormwater controls • Number of downspouts to disconnect: ➢ Following construction,submit rebate form with original receipts no later than December 10,2015 in order for the rebate to be processed. ➢ Call (360)417-4830 to schedule a FINAL inspection. Rebates will not be disbursed without a final inspection. [2/6/2015] Page 2/7 l Certification By submitting this application I certify that I am the legal property owner as shown in the deed or 1 have obtained permission from the property owner to change the landscaping. I agree to perform routine maintenance on the rain garden or other stormwater controls,and keep the installed system in good working order for a minimum of two years. I grant the City permission to conduct site inspections of my stormwater system at times that are mutually acceptable to me and the City. I acknowledge that the City of Port Angeles provides examples of rain gardens and stormwater control designs. 1 understand that the City did not design, install,or oversee the installation or design of my rain garden or stormwater control installed on my property. I am solely responsible for the design, installation,and functioning of the rain garden or stormwater control installed on my property. The City is not responsbilie for any loss, injury,flooding,or other damage that may occur or result from the rain garden or storm water control installed on my property or the downspout(s)disconnected on my property. By accepting the rebate, I hereby waive and release the City from any claim,cause of action, or liability from any loss, injury,flooding,or other damage whatsoever arising or resulting from the design, installation,and function of the rain garden or stormwater control installed on my property. As a condition of this application and receiving City funds, I give the City permission to release the location of my rain garden, and I agree that my rain garden may be photographed by the City for documentation and promotion purposes. X Signature Date Send complete applications by one of the following methods: Mail to: City of Port Angeles Email: stormwater@cityofpa.us c/o Stormwater Rebate Program 321 E Fifth Street—P.O. Box 1150 Port Angeles,WA 98362 For City Use: Date Received: Approval: Page 3/7 Green Rebate Worksheet - Feasibility Date Referred by Property Owner: Address: Public Sewer: Private drainfield: Type of onsite sewage system: Tax Parcel Number Watershed (if known) DESIGN CONSIDERATIONS-LOCATION Ideal rain garden or infiltration sites are fairly flat,downhill from runoff source,and well drained. Seepages 6-7 of the Rain Garden Handbook. ❑ Green infrastructure site > 10 ft downslope or>50 ft upslope of drainfield ❑ Check for buried utilities at site(call ail to have utilities located) ❑ Slope<15 %(rise of slope/length of slope) ❑ Site >10 ft from buildings ❑ Site downhill of runoff source ❑ Groundwater> 1ft below bottom of green infrastructure ❑ Soil drainage >0.25 in/hr(see Infiltration Test checklist) Percolation Tests: Hole One Trial 1 Trial 2 Trial 3 Hole Two Trial 1 Trial 2 Trial 3 ❑ Safe overflow path (where will water drain to if it overflows rain garden?) DESIGN CONSIDERATIONS—DRAINAGE, SIZE AND OUTFLOW ❑ Measure how much area is draining to the Rain Garden or other stormwater control (pg 10 of the Handbook) square feet of roof area and square feet of yard or driveway will drain to the rain garden for a total are of square feet ❑ Measure how much area is available for the rain garden (pg 11 of the Handbook): square feet ❑ Options for inflow to garden (e.g.buried pipe,swale,overland flow) ❑ Options for outflow from garden (e.g.storm drain,disperse to open landscape) CONCLUSION—Is site suitable for green stormwater infrastructure? [2/6/2015] Page 4/7 i' Green Rebate Worksheet— Design Budget Design Costs: Who will design the rain garden? ❑ Self ❑ Consultant $ Labor Costs: Who will install the rain garden? ❑ Self ❑ Contractor $ Material Costs: Materials (Plants, soil) Quantity Source (ie Nursery) Area Required (sq-ft) Cost Total Estimated Green Infrastructure Cost: $ Number of disconnected downspouts: Disconnected from Sanitary Sewer at$25 each Number : $ Disconnected from Stormwater System at$12.50 each Number: $ What is the estimated rebate amount requested? $ (Maximum rain garden materials rebate is$750.) (Maximum disconnection rebate is$150.) [2/6/2015] Page 5/7 Perform an Infiltration Test Checklist As part of your Green Rebate Worksheet—Feasibility How water flows through soil plays a significant role in how large to build a rain garden. A glacial till or clay subsoil can act as a seal underneath the topsoil. If there is enough rain, the topsoil will become saturated and there will be no place for the water to go regardless of the characteristics of the topsoil. To properly size your rain garden or other stormwater control, perform the following infiltration test: Test: F } 1) Dig a hole 24 inches deep and at least 10 inches ;44 across. Add a stake with a ruler attached to it. 2) Fill with a hose to a depth of 12 inches, and let drain completely. 4 ; 3) Repeat fill to 12-inch depth and drain a second time. . This may take overnight. 4) On the third fill to 12-inch depth: - Measure the water height every hour. Note your results in the table included in this form. - Continue until the rate of fall stabilizes. (Same amount of fall for 2-3 hours) Use that as the infiltration rate. (inches/hour) If you find any of the following conditions during your test • You hit hard pan • Your test hole does not drain at least .25"per hour; OR • Your test hole fills with water Do not attempt to install a rain garden or other infiltration system! [2/6/2015] Page 6/7 Results Table Fill this out du 'ng our third fill Percolation Infiltration Rate Test Hole# Elapsed Water depth (depth of fall in (Multiple test Time measurement Notes/Comments holes are (hours) (in inches) inches/time in recommended) hours) 1 Zero 12 inches Initial fill You must sign the statement below and return this document with your application. I certify that I have followed the procedures outlined in this document to determine my rain garden or stormwater control sizing. I have chosen to size my rain garden or stormwater control in accordance with these results. I understand that rain gardens are sized for moderate rain events and that regardless of infiltration ability of my soil that my rain garden must have a clear and safe overflow. Test performed by: • Homeowner Print Name Signature Date • Contractor Print Name Signature Date [2/6/2015] Page 7/7 i Building Soil Builders Foundation for Success Builders, developers,and landscapers are adopting practices that preserve and improve the soil on building sites. Benefits include faster planting and vibrant plant growth for quicker sales, plus better stormwater infiltration. Local governments are beginning to require these practices. Why build healthy soil? li • More marketable buildings and landscapes • Better site erosion control • Reduced need for water and chemicals • Less stormwater runoff, better water quality, lower costs to comply with new regulations , • Healthy landscapes=satisfied customers Soil "best management practices" (BMPs)include preserving site • r _ topsoil and vegetation where possible, reducing soil compaction,and amending disturbed soils with compost to restore healthy soil functions. These BMPs will soon be required throughout western Washington. Home buyers are asking for them now. IIl � � i Washington State's municipal stormwater permits require these soil BMPs.That requirement is taking effect locally as towns and counties around western Washington update their stormwater codes(as required by those permits). Some jurisdictions already require the soil BMPs-all will soon. The good news is,it's easy, and customers want it. New home buyers say they are happy to pay more for a healthy,easy to care for landscape-and that starts with the soil. See www.BuildingSoil.org for state and local codes,how-to tips,and more. Retain and protect native topsoil ' and vegetation where practical Plan to fence and keep equipment off these protected areas, to prevent compaction.Tree roots are especially sensitive,and trees are expensive to replace. Loosen compacted subsoil, if needed. • • • Options where there is hardpan or compaction from construction traffic: ' •Scarify subsoil 4 inches deep before placing topsoil . " •• • Rip in the first lift of topsoil,to mix with subsoil •• . . _ _ • Rip site soils 12 inches deep,before tilling in compost to 8-inch depth The goal is to have at least 12 inches of finished uncompacted soil depth,including at least an 8-inch depth of organic-amended topsoil. This will improve both stormwater infiltration and plant growth. .• : . . . . . .. . .. . . . . . . . . . .. . Sellinghealthy soil pro's and home . agree on the value Jim Berger,Construction Manager for Port Blakely Communities at Issaquah Highlands says, "These soil practices work better than anything we've tried—plants survive the first winter,and slopes don't need to be fixed later. Using compost blankets on slopes and compost soil amendments throughout the project not only prevents erosion right away—it gives us great vegetation establishment,even on difficult sites." , Jeff Cox,ASIA,of Triad Associates confirms,"Placing amended soils or stockpiling topsoils has front-end costs,but there can be long-term savings and benefits,from healthier plant material,better growing medium,and water quality improvements." Greg Rabourn,co-host of Yard Talk TV show adds, "Plants aren't cheap! Replacing them costs time and money. Spending a little on the soil saves �. money on water,plant replacement,and landscape chemicals.And a healthy, vibrant landscape is better for resale value." Site planning consultant Howard Stenn notes,"Preserving areas of l undisturbed vegetation saves on stormwater detention,landscaping,and v development costs.Compost soil amendment makes for quicker planting and faster establishment.There's no doubt these practices help sell a project." Jim Thompson,a Shamrock Heights homeowner says, "It adds value to the home now while we live in it,and for the future when we sell. Customers value a healthy, I think it adds great value to the community too." easy-care landscape, an• that starts with healthy soil. AFSUC Q� 0 " `f(+4�� WORC PO Box 2799 • I ` • Longview WA 98632 Get ahead of - • • Building Soil Foundation for Success Learn more at www.BuildingSoil.org OrganicSponsored by the Washington recycledCouncil,with members from the organics recycling inclustry and Washington state.county, and local governments Printed on riaper 4. Restore soils that are disturbed during construction. Construction requires land clearing,so plan to restore soil functions for better stormwater management and happier customers. - Three options to restore disturbed soils: •Stockpile&reuse good quality site topsoil,or •Till 2-3 inches of compost into poor site soils,or • Bring in 8 inches of compost-amended topsoil(25-35%compost) Amended soils may be rolled before turf installation to reduce settling and still retain good porosity for stormwater infiltration and plant growth. '• ' Download the builder's guide at www.BuildingSoil.org. Frlr Mulch landscape beds after planting. Mulching prevents erosion,conserves moisture,prevents weeds, and gives plants a healthy start.Use coarse bark or wood chips— fine bark can seal the soil. x Protect restored soils from erosion and re-compaction. •• •• Prevent runoff from roads or open slopes onto amended soil areas. Compost blankets are an approved erosion control BMP(see www. BuildingSoil.org). Use a compost blanket for erosion control during construction, and then just till in the compost when it's time to I landscape. Once soils have been amended,keep vehicle traffic off to prevent • re-compaction. Installing gravel pads for roads and driveways early in the project will help funnel traffic and prevent erosion violations. Iry Loosened,amended soil is easier to plant in,and provides much ; better plant survival,preventing expensive call-backs. ► 21 S as Setback Line • � rr.i�r.��.w rr�..r.�.r�.ir� .....w rrr.r� w 45 I t � I f •L � J I - t 0ICb O t 0 ml I t 0 I 1 MW 25' 45 in #fid Ag Boetsche/Fetro Site Plan 1320 Rook Drive House: 1616 SF T Port Angeles,WA 98362 Garage: 618 SF N Lot 10, Riedel[11 Subdivision Porches: 77c SF Scale: 1"=20' PN: 063014-670100 Lot Coverage: (2,475/16,248)= 15.2% Site Coverage:(2,953/16,248)= 18.2% i5 Y 0110 Z�6 R 1y PK Qool9� I — — o — ,3,ti Ili` o o .. wO° In j f.�u s I +fFJ� WOOD CFN D av h I I Q y b" " St1t fzonJ q,. u b I d ho 13a I ►'6' z 5` du 10 CFF il�� Gv II Good Il 114� �' ��2u�t�� riN o I 14JUo� `� e L U � I I � I ld�rr a-1(3 ?` . f - Il'-IV 1 FSU laid vM� QO%IN � � _--- 24" W1 Q ` (? 'n PA—, C <1 I?o Crf-1 L��Lf w 0 \A +touUsE r�*l �-- 1�, 5o/D dI�P MCN 10g X ► 3 0 tjoo v to 13-ca0u4,- Az eo 2�3°SN ,vrzy d y°ri �o ., ' vEn1�l�. v�tst�p ERJJ Cuu6�sD 3°5�SH 3°6`Stl H bl� G�A n�sru ns 34 1 ��,•.�•, ,''I 3418 1332 : - i� 1329 v T ' 3421 " • 3422 tp P � ' 1328 K ' ' Aw 41 h AN it 77 "!'•. kk w� h.PJ 1313 ' 3510 .i 1318 Forest Trail y. A s v Y . t 1314 �`'� � 1312 ' _Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Infofmation Contact Information 1320 Rook Drive (lot10 Riedel II (phase 11) Green Crow Properties Port Angeles Wa, 98362 Kurt Hansen 360-775-5450 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 chec ed as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value U-Factor Fenestration U-Facto n/a 0.30 Skylight LI-Factor n/a 0.50 Glazed Fenestration SHGC n/a n/a Ceiling 41 0.026 Wood Frame WalF" 21 int 0.056 Mass Wall R-Value' 21/21 0.056 Floor 30 0.029 Below Grade Wall 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. 72. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 113. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1 a 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 [J 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 0 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 n 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 http1/www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf ' Table 8402.1.1 Footnotes For SI: 1 foot.= 304.8 mm,ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. 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. 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 I minimiim of R-1n incidntinn 1 reauiremenz. 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. FOUNDATION PHASE COMPLIANCE REQUIRED INSPECTED APPROVED ❑ 1. Slab insulation R10 required ❑ n/a a. Exterior n/a b. Interior—from top of slab—24"vertically or horizontally—2" nailer allowed. ❑ 2. Radiant Slab Insulation R-10 required under entire slab. ❑ ❑ 3. Thermal break(s) shall be placed in the slab between conditioned and unconditioned ❑ space checked below: a. dwelling/garage b. dwelling/connected space c. slab edge and foundation wall MECHANICAL AND PLUMBING PHASE ❑ 4. Exhaust ventilation shall be provided for each dwelling unit as follows: ❑ Location Minimum CFilfli Manufacturer CFM (A 1W.G.) Intermittent/Continuous Kitchen Fan 100 CFM/25 CFM KenMoreKHMS2040 300 Bathroom fan 50 CFM /20 CFM NuTone QTN110E 110 Bathroom fan 50 CFM /20 CFM NuToneQTN90L 110 Bathroom fan 50 CFM /20 CFM Laundry fan 50 CFM /20 CFM NuToneQTN110E 90 WHOLE HOUSE FAN — Continuous Operation 45 CFM (1 —3 bedrooms, <1500 SF) 60 CFM (2—4 bedrooms, <3,000 SF) 90 CFM (3—5 bedrooms, <4,500 SF) Whole house fan required in all new houses/dwelling units and all additions > 500 square feet. Whole house fan must be ultra-quiet and must be labeled "Whole House Ventilation". ❑ 5. Whole house fan: ❑ Location: Laundry Sone Rating (.1 W. G.) 1.0 a. Whole house fan must be readily accessible and operating instructions provided to occupant b. Whole house fan shall be listed and labeled "for continuous use" C. Whole house fan shall be labeled "Whole House Ventilation (see operating instructions)" ❑ 6. Mechanical exhaust fan ducts shall be >4"and property sized. ❑ ❑ 7. Mechanical exhaust fan ducts shall be insulated to R-4 in unconditioned spaces. ❑ ❑ 8. Mechanical fresh air ducts shall be insulated to R-4 in conditioned spaced. ❑ ❑ 9. Heating system requirements will be met with the following: ❑ Type of heat: Ductless Heat Pump 6 Mfr. Fujitsu Model#A0U12Rlec(inside)AUUI2RLF(outside) Output 12,o0o8TU Fuel Type elec. Efficiency rating (AFUE) HSPF 12.2 ❑ 10. Supply and return air ducts shall have sealed joints and seams in unconditioned spaces. ❑ Tapes and mastics listed in accordance with UL181A or B—NO DUCT TAPE PERMITTED ❑ 11. HVAC plenums, supply, and return air ducts insulated to R-8. ❑ ❑ 12. Water heaters shall have: ❑ a. Separate power, or gas shut-off b. Non-compressible R-10 pad (electric in unheated spaces or on concrete floors) c. Temperature setting of 120° F FRAMING PHASE ❑ 13. Glazing efficiency required shall be Maximum U-factor= .30 ❑ ❑ 14. Window specifications: ❑ Manufacturer U-Factor MilGard Style Line .28/.30 ❑ 15. Skylight specifications—Maximum U-factor= .50 ❑ # of Skylights Manufacturer Area U-Factor (2)2'x4' Crystal Lite 16 sq ft .50 ❑ 16. Windows and door air leakage measures shall be met as follows: ❑ a. Exterior joints sealed caulked, gasketed or weather stripped. ❑ 17. Insulation shall be placed in concealed places such as: ❑ a. Behind shower/tub b. Behind partition studs/corners ❑ 18. Standard air leakage is complete and installed in the following: ❑ a. Between sole plate/subfloor b. Wiring/plumbing/duct register penetrations c. Rim joists/mud sills (heated lower floors) d. Partition stud penetrations e. Around window/door frames INSULATION PHASE ❑ 19. Exterior slab insulation shall be R-10 and approved for below grade use. ❑ ❑ 20. Walls, including rim joists, shall be insulated to: ❑ o R-21 with Intermediate Framing—headers insulated with R-10 ❑ 21. Interior below grade walls shall be insulated to: ❑ o R-21 with an R-5 thermal break OR o R-10 Rigid insulation on the exterior OR o R-15 Rigid insulation on the interior ❑ 22. Skylight wall insulation equivalent to the wall R-values. ❑ 7 0 23. Insulation baffles shall be placed in ceilings to maintain at least 1"ventilation space ❑ and extend 6" vertically above batts or 12"vertically above loose fill insulation. ❑ 24. Vapor retarders shall be installed toward the warm surface and required to be rated ❑ at 1 perm dry cup or less. Select one option for floors, walls and ceilings: Floors: Iwo lu , OR Poly >4 mil, OR Backed b Walls: Poly>4 mil, OR Face-stapled backed batts, ORor Retarder Paint (Not PVA) Ceilings: Not required where ventilation space > 12" above insulation. If less than 12": Face stapled backed batts, OR Poly> 4 Mil, OR Vapor Retarder Paint(Not PVA) FINAL PHASE ❑ 25. Envelop floors shall be insulated to R-30. ❑ ❑ 26. Ceilings with attic above shall be insulated to R-49. ❑ ❑ 27. Single rafter or joist vaulted ceilings shall be insulated to R-38. ❑ ❑ 28. Door systems shall meet: ❑ o U-value = .20 (Metal insulated or fiberglass insulated only(wood doors do not meet this u-value) Door No. 1: Fiberglass Front door 3'x6'8" Door No. 2: Fiberglass back door 3'x6'8" One exempt door allowed, Door No. 3: ❑ 29. Fresh air shall be provided for each dwelling unit as follows, choose option: ❑ ❑ Tested, screened, controllable, through wall port X Vented window frames ❑ Integrated with Central Forced Air Furnace which delivers outside makeup air through ducting system and requires furnace fan to be controlled by a timer set at 8 hours/day. ❑ 30. Fresh air shall be provided for each dwelling unit as follows: ❑ a. Each bedroom b. Each recreation room c. Overall living area d. Other"habitable" rooms ❑ 31. Exposed foam insulation shall comply as follows: ❑ a. Protected w/metal or plastic flashing that extended below grade. b. Be approved for subgrade, exterior use and properly installed. ❑ 32. Air flow between fresh air ports and whole house fan ensures by 1/2" undercut doors/grills. ❑ 0 33. Loose fill insulation OK if maximum ceiling slope no > 3:12 and there is > 30" clear ❑ distance from top to bottom chord to underside of roof sheathing at the roof ridge. ❑ 34. 6 mil black poly ground cover, lapped 12" at joints. ❑ ❑ 35. Clearances shall meet listed, minimums between insulation and chimney. ❑ ❑ 36. Attic hatch insulated to ceiling R-value and weather stripped. ❑ ❑ 37. Attic access shall have wood dam to retain loose fill insulation. ❑ ❑ 38. All exterior doors to be weather stripped. ❑ 0 39. Heat pump thermostat shall have programmable capability. ❑ 8 ••� �;ems+cr! 3 i _ 'esyt�ec r ;..;a ., Be Analysis and Design How to Order Pro Developed Dt Forum EngirEnter Data Print version Setup 16-1 Beam or Girder -Joist or 1�after ii Member# Garage door header Member at Location: Main Floor Repetitive Use?� Nominal Size : ? ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat use: No Yes Grade= No.2 I Moisture Content: <1996 >19% Span(L)= 16 ft 9 in Temperature(°F): 100-121- Tributary 00-125Tributary Width(B)= 2 ft - 4 in ? Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors r with Cantilever Set Deflection Limits r with Point Load(s) Reset Loads to zero i r— with Sloped Load(s) L LOADING Load Type Max.Span = 23 ft 10 in , Dead Load Unifor► w(psf)= 17 R1 R2 821 lb 821 lb _ Stress and/or Deflection Check - OK A c t u a I Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 28 729 207 5434 13% Max fb(psi)&M(lb-ft) 559 3437 1136 6991 49% Total Load Max.Defl.(in) -0-26 L/769 1-12 23% Live Load Max.Defl.(in) -0.16 U1293 0.84 19% Adjustment Factors 1000, for Fb for Fv for E 500FWet Service CM= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 Beam Stability CL= 1.00 N/A N/A -low Size CF= 1.10 N/A N/A Shear Force,V(Ib) Flat Use Cf,= 1.00 N/A N/A Incising C,= 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 Ernin i'6 0 Reference 900 180 1600 580000 Adjusted 1136 207 1600000 58000 Bending Moment,M(lb-ft) Section Properties breadth(b)= 3.5 in depth(d)= 11.25 in Area(A)= 39.4 in12 ami 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\7FORxL4.Tj&-\' VANS:Green Crow -ADDRESS:Lot 2 Campbell--kre:Pon-Angeles:A--z DWECTION:Side To Side MSIMIC DESIGN CA7EGORY:D2-, SPUR loo mph '%T,ND F_3�oo.Si_RIP CT:-Gop ,y C STONE OR NLASONRY VEENUR--No fi O—V' WaIl Lime 1-1 Wan Line 2-1 ball Line 3-1 OWN UP: I ?I Braced-Wall-Lice Locatum Istofl-stary 1st afl-stow 1st ofl-stery Rax--to Ridge-4*&t r3 ft .3 ft Oft 16.00 ft 19.00 ft i8.00 ft Brzce %H-Lin--Leagth 10.50ft io.50ft wan-Heigft 9 rt 9 ft 9 it Bracuq Method WSP GB w7SP GE Construcuon Type GB Double sided 4"OC IVAL Fastening Gypsum Wall Board an inside yes Yes Horizontal Joints Blocked yes Yes yes 4oWovm Device U-sed NO No NO Wall Dead Load >8psfs=l5 >8prf&=i5 >8 psf& 5 pst p5f Pif RDof.Ceibng Dead Load =15 p8f =15 prf =15 psf Tabulated Wind R- -Amount 4 ft I ft 4.5 ft Eqxsure Reafit Factor 1.2 Eave-to-Ridgy H-- 4u Factor -.IS Lls 1.18 'wind Wan Heot Factor 0.95 Number cdBWL Factor !3 3kwaam Factor Bladmd joint Factor Gypsum on hm Factor WMA GB construction Factor 0.7 1 Required Wind Bracing hmount =it 9.43 ft 717 ft Tabulated Seisms Bm=g-Amount 2.625 ft 4?ft 2.05 ft Seinnic WaU*4--u&t Factor 3wL Spacm Factor Blocked Joint Factor Gypsum on Inside Factor Seismic OB Construction Factor Wall Dead Load Factor Roof Dead Load Factor Veneer Factor Required seisms Bracing Amount 2.63 ft 4.2,t 163 ft www--3trongtie-com/webappslbfacedWalI This is page 1 of 2 t I. Simpson Strong-Tie I f 7NOTES It, =aebth a`tUy(i Snciag�¢va'' '£t 9.+t3 4 '.S7 1_ This wail-bracing evaluation is based on the 2012 Internatiorial Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wag-bracing requirements of Sections R602.10,R6U2.11 and R602.12 as applicable. 2. One-and two-far*r dwellings andtownhouses in Seiamc Design Category Irl_DI.or D2 are subject to the wind and seismic requirements ength bracing shall be the greater of that r 3base n the IRC. The 2 of wall required by Table R602.103(i}based on ivied speed,and Table 8602.103(3}based on seismic design category,including all applicable adjustment factors. 3. Braced-wag panel construction shalt 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-wag panels shag be located at each end of braced-waft tines.Braced-wag panels constructed of Methods WSP_BV-N'SP_or continuous sheathing methods may 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 shag not exceed 20 Sect in accordance with Section R602.10.2.2. 6. Iateior braced-wall-line spacing is the greater of the distance between two adjacent braced-wag lines or the average of the distance as selected by the designer. ?. Refer to the arronk-malt ShaqnvaILA Prareustive Design Guide for pre-engineered solutions vd=the required bracing amounts cannot be satisfied with prescriptive braced-wag panels.Simpson Strong-T e"Wood and Steel Strong-Wa11g shea walk may be considered equivalent to the code braced-wag panel construction method WSP with gypsum board applied on the imside. 8_ Braced-wag-tine spacing shag not exceed 25 fret on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the king between two adjacent traced wag fines shag not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R60210-1.3 are satisfied. 4. Horizontal panel joints in braced-wag panels shag be blocked in accordance with Section R602.10.10- I0. Braced-wag Tines shall have a rnhinn7m of two braced wag panels unless the provisions of Section 8602.10.2-3 are sa isfied WAFLti2viG5 1. For buildings in SDC D0,Dl.and D2 the user must ensure braced wag line spacing greater than 25 feet satisfies the requirements of Table R602.I0.1.3. 2. The wag bracing provisions ofthe IRC may not be used is areas cohere wind design is required in accordance with Figure R301 1(4)B or where the basic wind speed shown on Figure R301.2(4)rl equals or exceeds 110 miles per hour. 3. Differehu intermittent bracing methods are not permitted to be mixed within a braced wag line for Townhomes in Seismic Design Category C and A structures in Seismic Design Category DO,Di,or D2 in accordwee with Section R602.10.4.1 item#3. wwvv.strongtie.cava/webapps/bracedWall This is page 2 of 2 r • • / ��Y%j Simpson Strong-Tie X012 IRC Required Braced-Wall-Line Length Calculations PIO.-f--r r\TFOMUTMN Green Crow -ADDRESS:Lot 2 Campcefl Are,?ort Angeles,W4 k WVA t JtYtE..t to', Franc to Back S%-Nmic DFSIGiti C A TEGORY:D2 E.,iSIC it�-D SPEED:100 mph VN-D 13TOSURE C:>_Tt7,0ORY:C 5 TO?s.OR.UkSONRY VENEER:No WWI Line 3-1 Wan Line B-1 MMWMM 111 11 *$"eA• $i[-LSL9 Location iSf Of l-3tIIr{7 ist of i-3t= Etae zo Ridge;feint 13 2t 13 It 2rxced-'tVall-Live Spacuq 26.30 ft 26.00 8 Braced-WaR-Lie Length 44 ft 44 ft vim; 9n 9 f 21acin;-mehad WS2 GB G8 Cansttuction T GB Double Vpr '�1r sided4"O.0 Fastening Gypsum Wall Board an Inside Ye. V:� 3latizaatai Joints Blocked Yes Yes : loDUsed NO o Wan Dead Load >3 psf 8r.=i5 >3 psf&=i5 psf psf Rca£'Cedw-Dead Load =15 psf =15 psf Qiili:ii mom YabuWed Wind 3m=g Amount 52 ft 10.6 ft ,Exposure HMO=azttor :ase-to-Ridge_leidu Factor 4ttnd Wall Iir tt Facto 095 0g5 Munber of B WL Factor ! i 1101down Factor 1 ! Blocked Taint Factor f}ypsvM an Inside Factor i 3 Wind OB Construction Factar 1 0.7 RNWed Wind Bracing?Lmount 834 ft 993 ft Ta$uhtad Seismic,Bang Amount lift 17.6 ft Sem='Wall3cght Factor I i M-1.Spziag=actor 1,04 i:a4 Ble44 Joint Furor 1 1 oypsuos on inside'actor Setlsmc GB Corstsoctma Factor 1 t Wag Dead Load—war 1 Ronf Thad Land Furor Vft.M Factor 1 i Raqured Sesmrr B-tag Amoom 11,44 ft 133 ft www_strc ngtie.comtebappslbracWatl This is page 1 of 2 Simpson Strong-Tie Lith sx'hat!Bncingg ra3 11.44 R 183 3 NOTES 1. This wap-bracing evaluation is based on the 2012 International Residential Coude.The user is responses for eosrnim that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections 8602-10,8602.11 and R602-12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category-D0,Die or D2 are subject to the wind and seismic requirements of the IRC. The length ofwall bracing shall be the greater of that required by Table R602-10.3(1)based on wind speed-and Table R602-10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wap panel construction shall be in accordance with the requirements of Section 8602.10.4 and Table R602.10.4 and the length requirements of Section 8602.10.5- 4- Braced-wall panels shall be located at each end ofbraced-wall fine Braced-wall panels constructed of Methods WSF,BSS-WSP,or continuous sheading methods may begin up to 10 feet from each end when the additional requirements of Section 860_.10-2.2.1 are satisfied. 5. The distance between braced wap pawls.Ad not exceed 20 feet is accordance with Section R602.10.2-2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wap lines or the average of the distance as.selected by the designer- '. Refer to the.Sarong Wall Pnsc twe Design C-ufde for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptwe braced wall panels.Simpson Strong Tie Wood and Steel Strom-Wap*shearwalls maybe considered equivalent to the code bracedwan panel construction method WSP with gypsum board applied on the inside. 8. Braced-wap-line spacing shall not exceed 25 feet on center in each star{in both longitudinal and transverse directions in accordance with Table R602.101.3.however,Clue spacing between two adlacert braced Wap lines shag not exceed 35 feet an center in order to accomodate one single room when the provisions in Table 8602-10.1-3 are satisfied 4- Horiioutal panel joints in braced-wall panels shall be blocked m accordance with Section R602-10-10- 10. Braced-wap lines shall have a of two braced wap panels unless the provisions of Section R602.10 2.3 are satisfied. W FUND'GS 1. For buildings in SDC D0,Dl,and D2 the user must ensure braced wall fine spacing greater than 25 feet satisfies the requirements of Table R602,10-1.3- 2. The wrap bracing provisions of the IRC may not be used in areas 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 intemittent bracing methods are not penmit..ted to be mired within a braced wap line for Townhomes in Semis Design Category C and all structures in Seismic Design Category,D0,D 1,or B2 in accordance with Section R.6V2 10.4.1 item#3. www strongtie-camiwebappsibracec W@lI This is page 2 of 2 Simpson Song-Tis Z12 IRC Required Braced-Wall-Line Length Calculations P10JECT rvF0&kfArI0N- 2-w"ME:Green Crow VVA-U,DURECTION-Side To Side 51N.10C DESIGN CATEGORY D2 34SK'NM-D PEED:200 mot; WND E-72MME CAMOORY:C S-70-NT GRXL-U0_NRY�,T_NM1R_ Waif Lice I-I Waif Line M WaIlLine&l 33mc9d,W,,arj_Lie.Locatiia gill Ewe to Rid-p-Heigh 1 st of!-story In of I-story ISE at 1_3totv Brated-wau-Lin Spacing 13,1 13 ft 13 It Braced-waa-LintLengti, 19.OD.ft Mall 45.50 It 45.50 ft 45.50 ft 9'It 9 f 94 %ISP GB WSP <M Construction Type GB Double sided 4"O.0 NiA C",Ts=Wag Bond an km&- Hottzontal Joints Blocked yes yes yes yes Yes HvIdown Device U-sed No N-6 'No 'Wall Dead Load >a p3f >8 psf& 15 psf psf 'Root Ceiling Dad Load Ii Pf =:3 psf =15psf g: w I zgl�:g 1:1111 lZi S Tabillated'Wind Btacim Amount Exposure-Heou F-wor 6ft 10.25 ft 4.75 ft 1.2 1.2 EM4-Ridge acter ?.18 2.18 Wind Wall Height Fw= 1.18 0-95 0.93 0.95 Nutabar ofB-%VL Factor 13 1.3 qQidC..%M Factor I Blocked Joint Fwor Gypsum on Inside Factor Wind GH Ccnsmxt-.on_7actor 0.7 Requared VViad Bra=g�rnonnt .0,49 ft I_"5 ft 831 ft Iffmil ; gazi, 1 IN I Tabulated Semnic Bracing-A=vu 11.375 ft28 2 3 Emil=EPSON= i 1175 ft B'%L Specme Factor glocked Joint Factor C-jpsUM on inside Fact.Of Seo=GB consmcuonFectcr Well Deed Load 7actcr Roof Dead Load:Wor veneer TW.Zcr Required S&-*—Bracing A— 11-38 ft Fywl cltd Vbt Pvo,� Www 9k0nqt1e-00rWwebaPps/bfacedWaj1 This is page 1 of 2 • Simpson Strong-Tie #'@8th of Wali i 3.38 3 }813 }i38 3 MOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Cotte.The user is responsible for ensmaing that the project fits within the scope of the IRC and complies with the Wall-bracing requirements of Sections R603.10,R602.11 and 8602.12 as applicable. 2. One-and two-fianily dwel$ngs and townhouses in Seismic Design Category DO,D 1�or D2 are abject to the wind and seismic requirements ofthe IRC. The length of Wag bracing shat#be the greater of that required by fable R602.10 3(l)based on wind speed.and Table R602.10.3(3)based on seismic design category,inchutng an appkable adwstment factors. 3. Braced-wag panel construction sling be in accordance with the requirements of Section Rb02.10.4 and Table 8602.10.4 and the minimum length requirements of Section R602.10.5_ 4. Braced-wag panels shag be located at each end of traced-wag linesBraced-wall panels constructed of Methods WSP,BV-WSP,at con nnim sheathing methods may begin up to 10 feet&gin each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced w-i panels shall not exceed 24 feet in accordance with Section 8642.10.2.2. 6. Interior braced-wail-line spacing is the greater of the distance between two adjacent braced-wag tines or the average of the distance as selected by the desie�r- , '. Refer to the Stror g-ifaR Shemwaas-M Presciytive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wag panels.Simpson Strong-Tie"Wood and Steel Strong-We shearwags may be considered e Panel construction method WSP with board code brace&nag gypsums applied on the inside. 8. Braced-wag-line spacing shag not exceed 25 feet on center is each story in both longitudinal and transvrsse directions in accordance with Table R602.10.1.3.However:the sparing between two adjacent braced wag Tines shall not exceed 35 feet on cel in order to accomodate one single room alien the prmisions in Table 8602.10.1.3 are satisfied. 9. Horizontal Panel joints in lamed-wag panels stag be blocked in accordance with Section R602.10.10. 10. Braced-watt lines shall have a minimum of two braced wail Panels unless the provisions of Section 8602.10.2.3 are satisfied. W AR,TiGS 1. For burildmgs in SDC DO_DI,and D2 the user must ensure braced wag line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The*rag bracing provisions of the IRC may not be used in areas 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 hoar. 3. Different intermittent bracing methods are not Permitted to be nixed within a braced wag line for Townhomes in Seismic Design Category C and all structures m Seim Design Category D4,DI,or D2 in accordance with Section R602.10.4.1 item a3. www.stongtie.i--omlwebapptstbraeedWali This is page 2 of 2 Simpson Stang-110 2012 E[ZC Required Braced-Wall-Line Length Calculations P10JECT r1F0?'NLA-n0\7 N��"%S:Green crow -ABDRESS:Lot'_CampellAve, W.A. 'A"ALLDIRECT ON: to Back 511SX11C DESIGN CATEGORY.D-1 3--Q!C A-UND SPEED:100 mph AIN'D 150'OSLTU CAT-,-WR*,--C -To gall Line A-1 Wall Line 11-1 Wall Line C-I EfRoad-Watt-Lme Locadon 19t Of 1-3101V Ist of 1-story 1st of 1-story Eo-to R*al-Height 13.4 13"t 13ft *c* 19A ft 19.00 ft i I.00 It Braced-Wall-Line Length 38 ft 30-11 )oft Wall:eqbt 9 ft 9 ft 9111 BMdftl Method WSP GR WSP OB Double OB Construction Type M-A sided 4"6C Fastening Cr;psl=wall Board on lnsidz yes Yes 11MIZOntal joints Blocked Y es yes Yes Fialdoun evi ?,'sed No NO NO wall Dead Load >a psi&-15 >a psi&-li >8 psi& PSI psi psi Roof'CaffingDead Load =15 psi =15 psi =15 psi Tabuh t ad'Wmd Bracew--V nou at 8.1 ft 2-75 ft Exposure Heigh, 1-2 L2 tare-to-Ridge 4-idit FF or Lis LIS LIS Wind Wall Height Pria or 0-95 0.95 0.95 Number ofBV,L Fact., 1.3 1-3 1.3 Howoam Factor I Blocked joint Factor I i G!JPsuM on Inside Factor I I Wuid GB Construction Factor I 0_71 Required 77md Bracing Amount 831 rt 9.92 ft 4.81 ft mom Tabulated Stismic Bracing Amort 9.3 ft 35.2 ft 9.5 ft Seismic wall-fw*-actor BwI Spacing Factor Blinked Joint Factor Seismic GB Construction:aaor Wag Dead Load Factor Roof Dead Load Factor Verwer Factor RNPtred Seismic Bractog Amount 9.5 ft 15.2 ft 9.5 ft A�7 ,U) Pw VMC�CA www-strongtie-co"webapps/bracp-dWaiI 12 k This sipage I of 2 "JU lanVI44A . Simpson Strong-Tie Emleh ai Wall 8n-^ia4 � 9.5 3 ?i.2 R 9.3 3 !TOTES 1. This wan-bracing evaluation is based on the 2012 hftruntional Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wa&braang requirements of Sections R602-10,R602.I i and 8602.12 as applicable_ 2. One-and two- y dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seise=requirements of the IRC. The length of wag bracing shag be the greater of that required by Table R602.10.3(1)based an grind speed and Table 8602.10.3(3)based on seismic design category,meluding all applicable adjustment factors. 3_ Braced-wag panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the mk imm length requirements of Section R602.10.5. 4. Braced-wall panels shag be located at each and of liues.Braced-wall panels constructed of Methods WSP,BV-WSP-or codmeom sheathing methods may begin use to 10 feet Brom each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced arab panels shall not exceed 20 feet in accordance with Section R602.10-2.2. 6. Interior braced-wag-line spacing is the greats of the distance between two adjacent bracedrwail lines or the average of the distance as selected by the designer- 7. Refer to the SerumTrait Skxwwa&!Pmmipr Resin Guide for pre-engineered solations when the required bracing amounts cannot be satisfied with prescsil)&-e braced-wag parte.Simpson Srmag-Ties Food and Steel Strong-W alP shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 3_ Braced-wail-fine spacing shall not exceed 25 feet on center m each story in body longitudinal and transverse directions in accordance with Table R602.10.1.3.however.the spacing between two adjacent braced wall lines shag not exceed 35 feet an 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-waff panels shall be blocked m accordance with Section R602.10-M 10. Braced-wall lines shag have a minks m of two brazed wag panels unless the provisions of Section 8602.10.2.3 are satisfied. \i'.�R�+TtiGS 1. For buildings in SDC D0,Dl_and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table 8602.10.1.3. 2. The wall bnm=g provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301 2(4)B or where the basic wind speed shows on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Differeat intermittent bracing methods are not permitted to be mixed within a braced wan rme for Tovmhomes in Seismic Design Category C and an structures in Seismic Design Category D0,DI,or D2 in accordance wide Section R602.10.4.1 item=3. www.strortgtie.corWwebappslbracedWall This is page 2 of 2