Loading...
HomeMy WebLinkAbout1105 Heritage Court Address: 1105 Heritage Court r a PREPARED 4/21/16, 8:39:45 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/21/16 ------------- --- ADDRESS 1105 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 - OWNER GAIL R WHITFORD TTE PHONE (360) 504-3220 PARCEL 06-30-01-8-1-0140-0000- APPL NUMBER: 15-00001229 RES NEW SFR _ ------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------- ---------------- Nick 477 7036 ----------------- PERMIT: ME 00 MECHANICAL PERMIT - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------ ----------------------------------------------——---- MEI 01 1/19/16 PB MECHANICAL ROUGH-IN 1/20/16 AP January 19, 2016 11:42:25 AM pbarthol. Nick 477-7036 January 20,2016 10:13:07 AM pbarthol. ME6 01 1/19/16 PB MECHANICAL GAS LINE 1/20/16 AP January 19, 2016 11:42:34 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. eco, ME99 O1 4/21/16 J MECHANICAL FINAL l April 21, 2016 8:34:52 AM jlierly. --------------------- -- -------------------------------------------------------I --(- PERMIT: PL 00 PLUMBI G PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS v ---------------------------------—--------- PL6 01 11/12/15 JLL PLUMBING WATER SUPPLY 11/12/15 CA November 12, 2015 12:36:44 PM jlierly. November 12, 2015 4:11:08 PM jlierly. Contractor called and cancelled. Wasnt ready for inspection/jll PL6 02 11/13/15 JAL PLUMBING WATER SUPPLY (} 11/13/15 DA November 13, 2015 9:54:18 AM jlierly. � �'Ipu✓fVTLI NICK November 13, 2015 4:52:56 PM jlierly. No water line in the ditch recall when ready/jll PL6 03 11/19/15 JLL PLUMBING WATER SUPPLY 11/30/15 AP November 19, 2015 10:38:47 AM jlierly. nick November 30, 2015 12:38:57 PM jlierly. March 15, 2016 12:21:18 PM pbarthol. ]v� PL2 01 1/19/16 PB PLUMBING ROUGH-IN 1/20/16 AP January 19, 2016 11:42:04 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. PLSP 01 3/09/16 JLL PLUMBING SHOWER PAN 3/09/16 CA March 9, 2016 9:28:11 AM jlierly. ' Nick 477-7036 March 9, 2016 4:43:10 PM jlierly. Nick cancelled inspection/jll PLSP 02 3/14/16 PB PLUMBING SHOWER PAN 3/15/16 AP March 14, 2016 12:13:58 PM pbarthol. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/21/16, 8:39:45 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/21/16 ------------------------------------------------------------------------------------------------ ADDRESS 1105 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER GAIL R WHITFORD TTE PHONE (360) 504-3220 PARCEL 06-30-01-8-1-0140-0000- APPL NUMBER: 15-00001229 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION .TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 11/19/15 JLL BLDG FOUNDATION FOOTING 11/30/15 AP November 19, 2015 10:38:08 AM jlierly. nick 477-7036 November 30, 2015 12:38:57 PM jlierly. BL2 01 11/24/15 PB BLDG FOUNDATION STEM WALL 11/25/15 AP November 24, 2015 9:30:09 AM pbarthol. nick 360-477-7036 November 25, 2015 1:17:11 PM pbarthol. DSD O1 11/30/15 JLL BLDG DOWN SPOUT DRAINS 11/30/15 AP November 30, 2015 9:48:31 AM jlierly. Nick 477-7036 November 30, 2015 3:48:54 PM jlierly. BFF O1 12/09/15 JLL BLDG FLOOR FRAMING - - 12/09/15 DA December 9,2015 10:25:20 AM jlierly. - nick 477-7036 December 9, 2015 4:12:43 PM jlierly. Not ready recall when ready for inspection/jll BFF 02 12/11/15 JLL BLDG FLOOR FRAMING 12/14/15 AP December 11, 2015 10:18:11 AM jlierly. Nick 477-2232 December 14, 2015 9:25:58 AM jlierly. BEXS O1 12/29/15 JLL BLDG EXTERIOR SHEETING 12/29/15 AP December 29, 2015 8:55:50 AM jlierly. NICK 477-7036 December 29, 2015 3:59:55 PM jlierly. BAIR O1 1/19/16 PB BLDG AIR SEAL 1/20/16 AP January 19, 2016 11:41:27 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. BL3 01 1/19/16 PB BLDG FRAMING 1/20/16 AP January 19, 2016 11:41:05 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. BLI O1 1/21/16 JLL BLDG INSULATION 1/21/16 AP January 21, 2016 8:05:25 AM jlierly. Nick 477-7036 January 21, 2016 3:55:05 PM jlierly. BLDR O1 2/01/16 JLL BLDG DRYWALL IBWP 2/03/16 AP February 1, 2016 9:50:44 AM jlierly. Nick 477 7036 February 3, 2016 12:06:47 PM jlierly. PW99 01 4/19/16 RV PUBLIC WORKS FINAL 4/19/16 AP April 20, 2016 7:55:40 AM rvess. April 20, 2016 8:04:06 AM rvess. BL99 01 4/21/16a� BLDG FINAL - April 21, 2016 8:34:29 AM jlierly. � J ----------------------� - CONTINUED ONTO NEXT PAGE ------------------ ------- ---- J PREPARED 4/25/16, 10:18:07 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/25/16 --- --------------- ADDRESS . : 1105 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER GAIL R WHITFORD TTE PHONE (360) 504-3220 PARCEL 06-30-01-8-1-0140-0000- APPL NUMBER: 15-00001229 RES NEW SFR ------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL ' REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------- ------------ ----—---—------------------------------------- BL1 01 11/19/15 JLL BLDG FOUNDATION FOOTING 11/30/15 AP November 19, 2015 10:38:08 AM jlierly. nick 477-7036 November 30, 2015 12:38:57 PM jlierly. BL2 01 11/24/15 PB BLDG FOUNDATION STEM WALL 11/25/15 AP November 24, 2015 9:30:09 AM pbarthol. nick 360-477-7036 November 25, 2015 1:17:11 PM pbarthol. DSD O1 11/30/15 JLL BLDG DOWN SPOUT DRAINS 11/30/15 AP November 30, 2015 9:48:31 AM jlierly. Nick 477-7036 November 30, 2015 3:48:54 PM jlierly. BFF O1 12/09/15 JLL BLDG FLOOR FRAMING 12/09/15 DA December 9, 2015 10:25:20 AM jlierly. nick 477-7036 December 9, 2015 4:12:43 PM jlierly. Not ready recall when ready for inspection/jll BFF 02 12/11/15 JLL BLDG FLOOR FRAMING 12/14/15 AP December 11, 2015 10:18:11 AM jlierly. Nick 477-2232 December 14, 2015 9:25:58 AM jlierly. BEXS O1 12/29/15 JLL BLDG EXTERIOR SHEETING 12/29/15 AP December 29, 2015 8:55:50 AM jlierly. NICK 477-7036 December 29, 2015 3:59:55 PM jlierly. BAIR O1 1/19/16 PB BLDG AIR SEAL 1/20/16 AP January 19, 2016 11:41:27 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. BL3 01 1/19/16 PB BLDG FRAMING 1/20/16 AP January 19, 2016 11:41:05 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. BLI O1 1/21/16 JLL BLDG INSULATION 1/21/16 AP January 21, 2016 8:05:25 AM jlierly. Nick 477-7036 January 21, 2016 3:55:05 PM jlierly. BLDR O1 2/01/16 JLL BLDG DRYWALL IBWP 2/03/16 AP February 1, 2016 9:50:44 AM jlierly. Nick 477 7036 February 3, 2016 12:06:47 PM jlierly. PW99 01 4/19/16 RV PUBLIC WORKS FINAL 4/19/16 AP April 20, 2016 7:55:40 AM rvess. April 20, 2016 8:04:06 AM rvess. BL99 01 4/21/� JBLDG FINAL April 21, 2016 8:34:29 AM jlierly. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/25/16, 10:18:07 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY _ DATE 4/25/16 ---------- ADDRESS . : 1105 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER GAIL R WHITFORD TTE PHONE (360) 504-3220 PARCEL 06-30-01-8-1-0140-0000- APPL NUMBER: 15-00001229 RES NEW SFR ----------------------------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----——----------------' -----------------———--—----------- Nick 477-7036 March 9, 2016 4:43:10 PM jlierly. Nick cancelled inspection/jll PLSP 02 3/14/16 PB PLUMBING SHOWER PAN . 3/15/16 AP March 14, 2016 12:13:58 PM pbarthol. --. nick 477-7036 PL99 01 4/21/16 u� PLUMBING FINAL April 21, 2016 8:35:06 AM jlierly. PL99 02 4/25/16n^1`JLnL PLUMBING FINAL v April 25, 2016 10:17:11 AM jlierly. -- ---------------------- - ---- COMMENTS AND NOTES PREPARED 4/25/16, 10:18:07 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/25/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1105 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER GAIL R WHITFORD TTE PHONE (360) 504-3220 PARCEL 06-30-01-8-1-0140-0000- APPL NUMBER: 15-00001229 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------- ----- ---------------------- --------------------- ///��� Nick 477 7036 131,99 02 4/25/16 BLDG FINAL V April 25, 2016 10:11:23 AM jlierly. Nick 477-7036 --------------------------------------------------- ----PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - ------------------------------------ ------------------------------- - ME1 01 1/19/16 PB MECHANICAL ROUGH-IN 1/20/16 AP January 19, 2016 11:42:25 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. ME6 01 1/19/16 PB MECHANICAL GAS LINE 1/20/16 AP January 19, 2016 11:42:34 AM pbarthol. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. ME99 01 4/21/16MECHANICAL FINAL April 21, 2016 8:34:52 AM jlierly. ME99 02 4/25/16 MECHANICAL FINAL April 25, 2016 10:16:44 AM jlierly. -------- PERMIT: PL 00 PLIIMBING IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --- -------------------------------------------------------------------------------- PL6 01 11/12/15 JLL PLUMBING WATER SUPPLY 11/12/15 CA November 12, 2015 12:36:44 PM jlierly. November 12, 2015 4:11:08 PM jlierly. Contractor called and cancelled. Wasnt ready for inspection/jll PL6 02 11/13/15 JLL PLUMBING WATER SUPPLY 11/13/15 DA November 13, 2015 9:54:18 AM jlierly. NICK November 13, 2015 4:52:56 PM jlierly. No water line in the ditch recall when ready/jll PL6 03 11/19/15 JLL PLUMBING WATER SUPPLY 11/30/15 AP November 19, 2015 10:38:47 AM jlierly. nick November 30, 2015 12:38:57 PM jlierly. March 15, 2016 12:21:18 PM pbarthol. PL2 01 1/19/16 PB PLUMBING ROUGH-IN 1/20/16 AP - January 19, 2016 11:42:04 AM pbarthol.. Nick 477-7036 January 20, 2016 10:13:07 AM pbarthol. PLSP O1 3/09/16 JLL PLUMBING SHOWER PAN 3/09/16 CA March 9, 2016 9:28:11 AM jlierly. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/21/16, 8:39:45 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/21/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1105 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER GAIL R WHITFORD TTE PHONE (360) 504-3220 PARCEL 06-30-01-8-1-0140-0000- APPL NUMBER: 15-00001229 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------—---------- nick 477-7036 PL99 01 4/21/16 PLUMBING FINAL April 21, 2016 8:35:06 AM jli.rly. ------------- -- - ---------- COMMENTS AND NOTES -------------------------------------- % ►. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00001229 Date 10/27/15 Application pin number 259680 Property Address . . . . . . 1105 HERITAGE CT REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-01-8-1-0140-0000- Application type description RES NEW SFR on your state excise tax form SubProperty Us Name to the City of Port Angeles Property Use Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 197291 Application desc single story 3bd 2.5bath 2996sf SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GAIL R WHITFORD TTE ANDERSON HOMES LLC PO BOX 876475 618 S. PEABODY ST. , STE. 1 WASILLA AK 99687 PORT ANGELES WA 98362 (360) 504-3220 (360) 452-4641 --- ------------------------------- -------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc 2996SF SFR Permit Fee . . . . 1569.05 Plan Check Fee 1019.88 ' Issue Date 10/27/15 Valuation . . . . 197291 Expiration Date 4/24/16 V-•- _ Qty Unit Charge Per Extension BASE FEE 1020.25 98.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 548.80 ^---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT d Additional desc . . MECHANICAL SFR _f Permit Fee . . . . 166.00 Plan Check Fee .00 Y Issue Date . . . . 10/27/15 Valuation . . . . 0 Expiration Date 4/24/16 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 1.00 10.6500 EA ME-AIR HAND <OR=10,000 CFM 10.65 4.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 29.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 1.00 10.6500 EA ME-FUEL GAS PIPIN6,1-5 OUTLETS 10.65 Q 2.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 29.60 ---------------------------------------------------------------------------- Permit . . . . PLUMBING PERMIT Additional desc PLUMBING SFR Permit Fee 198.00 Plan Check Fee .00 Issue Date . . . . 10/27/15 Valuation . . . . 0 Expiration Date 4/24/16 Qty Unit Charge Per Extension BASE FEE 50.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes t"( null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned f1S 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 1 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 p ions y state or local law regulating construction or the performance of construction. od65 A/14t L- ac 00 Date Print Name Signatu o Con t/rtor orAuthorized 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 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 7 FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: 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- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST STH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00001229 Date 10/27/15 Application pin number . . . 259680 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 12.00 7.0000 EA PL-PLUMBING TRAP 84.00 1.00 7.0000 EA PL-WATER LINE 7.00 to the City of Port Angeles 5.00 7.0000 EA PL-DRAIN VENT PIPING 35.00 (Location Code 0502) 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 - -------------------------------------------------------------------------- Special Notes and Comments October 1, 2015 8:00:23 AM rbecker. If the fire system is a closed system, you will need to install a double check valve assembly. If the fire system is an open system, you do not need a backflow. If you have any questions, call Ron Becker at 3607417-4886, fax:360-452-4972, or E-mail:rbecker@cityofpa.us 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. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for the fire sprinkler system. This project will require seperate permit and fire W sprinkler plans for review. All homes in new subdivisions that are outside of the Fire Department four-minute response area 'shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) . October 9, 2015 4:12:36 PM pbarthol. Project will result in a 3292sf single story 3bed 2.5bath SFR. lot coverage of 28.90 Electrical load calculations and electrical permits are required. 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 Drivway construction is located in the City right of way and 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 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 Rou hon Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00001229 Date 10/27/15 Application pin number 259680 ---------------------------------- ---------------------------------- REPORT SALES TAX Special Notes and Comments on your State excise fax form requires a separate Right of Way Construction application to to the Cit of Port Angeles be completed by the contractor and approved by Public Works Y 9 Engineering prior to the start of work. A pedestrian or (Location Code 0502) 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 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 to City. Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 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. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1933.05 1933.05 .00 .00 Plan Check Total 1019.88 1019.88 .00 .00 Other Fee Total 5294.50 5294.50. .00 .00 Grand Total 8247.43 8247.43 .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 OUNDATION:Footin s 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 AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor - Shear Wall/Hold Downs Walls/Roof/Ceiling D all Interior Braced Panel Only) T-Bar INSULATION:----- Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Fumace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney' Commercial Hood/Ducts MANUFACTURED HOMES: Footin /Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s P 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 THF- For Cit Use CITY OF y. Permit# W A S H 1 In G., r 0 N, U. S. � '. Date Received: -I- 3 2 1 C321 E 5th Street / Date Approved iC2 C.--- Port Angeles,WA 9836 13 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT APPLICATION "USIk-,e4" Project Address: LOt 14, Heritage Court, Port Angeles, WA 98363 Phone:360-477-7036 Primary Contact. Nick Jaggar Email: nick@andersonhomesllc.com Name Gail R Whitford Phone360-504-3220 Property Mailing Address Email Owner 2910 S Laurel Street grrranny@aol.com city Port Angeles state WA zip 98362 Name Anderson Homes LLC Phone 360-477-4036 Contractor Address 618 S Peabody Street, Ste H Email nick@andersonhomesllc.com Information City Port Angeles State WA zip 98362 Contractors License#ANDERHLOOOJ5 --TExp.Date: 12-5-2015 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Heritage Court Lot 14 P RS9 °63°°,8,4°°°°° $ / 7 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? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 0 No ❑ Yes ❑ No 0 2.5 3 .Project Description New Construction Single Family Residence 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. 9/29/2015 Nick Jaggar Date Print Name Signatur lftlllll-11�r Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor 2033 Second Floor Covered Deck/Porch/Entry 442 �3O Deck(over 30"or z" floor) 296 2— Garage 521 Carport Other(describe) Area Totals 3292 7��J Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage (Total lot coverage_lot size) 10375 sq ft 1 3292 sq ftd-9 Ifo , Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 1 2 Boiler/Compressor Size: # Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. 1 Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # a Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 12.5 ton 1 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: 12 1 Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # 1 s Sewer Line # Industrial waste pretreatment 1 interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx ANDERSON HOMES A NEW RESMENCIE FOR DR.4LUINC= INDEX: (GAM(( RD A-I SITE PLAN ][0T 14. EMMAGE COURT A-2 FOUNDATION FLAN �* `-\ HERITAGE ]POIE';'II5 ART2'ulElE.lE.4. PYA A-3 FLOOR FLAN a COURT 8 A-4 ROOF FRAMINCs FLAN \ WALL SECTIONS Q P94 o j - A-9 EXTERIOR ELEVATIONS w GENERAL PROJECT NOTESv oln�t�( u wuunYn wSwu•wxrx5urc roroxnx�.un5x�,xA aolonw � � o � wiaw►arcomeoasmxcrtx ux camucmrwu Yaiv.x nx�u aaa .7 ( 011xxixD Oxo Yl�5t>Mx15 rx411LitY.fORfl®rxP6L / ,ut xsx xuu mrtw+mw maxmwml6lexoenxA ma�onr lca6ac55ae wnelxrwrrx n55cele / LO0.,5��m ar�oenve®••wemsx nean.oxm.r,wnsr Is � ( f °' � MECHANICAL NOTES � (• ......... v xac6.¢.cwx«i.awxx.oeaavrama6 oxxxrac,.xwA ex��:xx�x�lxm.xy.pxxLL6.ex.5mx61 vx.xxe6sxxu sx®rxm.xuown xrAanaS 6 O / x xxr ve Y,6v.r 6r5xxa .4 '/ / \ YfYlpAG1•MlmGlllp pM.rxlOW lxpAIOM'O. b P G \ M LLL MILWfa pESpltp mm 15®M rpxlxl IxxL SSmAlL11Y19eo x15/[6 1i // \\ \ Y�.�«YI.11Rxx.1NY1,rxYx.,559IlO,MxPL.p Ypp.�1 s 4,/ / '�eA vwaw r�5ciplx.xnnxre.xara rowrmxxas rw DESIGN LOADS d NOTES IN CASE OF DISCREPANCIES BETUEEN THE PLA", �g REFERENCED STANDARDS,AND GOVERNING CODES,THE MORE STRINGENT 6+ ` REQUIREMENT%HALL GOVERN.ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH ANY LOW INVOLVED. A HOUSEleLIVE LOADS, ROOF 30 PSF(%NOW) FLOOR 40 PSF \ `\ CIARA93E eci f� DESIGN IIAPD LOAD, a n�a LOT 14 BASIC WND SPEED 100 MPH,EXPOSURE C \\\ y"` y map / DESIGN SEISMIC LOAD: CATEGORY DZ b DESIGN SOIL PRESSURE•1500 PSF(A55U!SV) EJ ALL FOOTNGS SHALL BE PLACED A MINIMUM OF IB•BELOW FINISHED GRADE AND BEAR ON FIRM UNDISTURBED SOL FOOTWIS To BEARNG IF SUITABLE S0IL I A FOUND L TT MEMIMT7 FOOTING FIRM DEPRG.ea A TREATED WOOM e SITE PLAN ALL WOOD PLATES IN DIRECT CONTACT UTH CONCRETE,MASONRY, EARTK OR U11THIN EIGHT ACNE%OF EARTH SHALL BE FRESSURE TREATED ecx�,r•.x>.o• NDN \ , IN ACCOROMCE WTH AW B-FDN AND BEAR THAT QUALITY MAR)'W, PROVIDE TWO LAYERS OF ASPHALT 01PREGN4TED BUILDING PAPER BETUEEN UNTREATED WOO LEDGERS,BLOCKM ETC AND CONCRETE, w �/ MASONRY,OR EXTERIOR STEEL H r. 2402 M 1011 r ;.%q 7 j -/16 4 1015w� R:fi ' f 1020 r Ac > s Ohm 2416 .F� 7? 64 f' ► f n h 2412 2404 2340 s.o s 33 m . Is H 4 A 6050 1/2 SL 16,x 8'OND CONC WALK A I in A % i II I CL q II II I CEDE g I I I COVERED g DEN A I PC4 TE 12'x 14' ' I GARAGEI I o lobo 605C PROVIDE 5/8"GWB AT TU IF TEMP COMMON WALLS 4 CEILING i AV PANEL 8'LED LIGHTS BEARING POST FOR ro 36"HIGH GIRDER TRUSS Q T pCFM CL "oma HALF WALL BEI t BEARING POST FOR O 2668 PKT ~ GIR GIRDER TRUSS __ PROVIDE SEISMIC - ( l STRAPS TO WALL ACCESS I B FRAMING30'8 O O L———J 1'-2" 6'-4" 2'-2" 3'-0° l'-2° ;n in I 5 oFuran wN i ------- ° LIVING B Z 11'x 23'-b -6 I I6° BEDROOM " 1 10 DW ' 3 KITCHEN -- � I %w !� O 12'x IT-b" o CL � 3068 ,�0H 0 W V' o I O �R I AUNDR - -- I 050 ~�� D cn V "n --------------� .9 ADJ.SHELVES 3068 o� FLR TO CEILING ' DSD V-011 05D cq W i C 80 oET ,W �� 3068 MT LINEN r Tj "` DINING 2 zeba PKr - 0" ° PANTRY - a x lo' w- 9'-6"x 6' n 05D s p � B r- X F'w BOTTOM OF HDR BATH 2 6�J.TO CEI 0 AT 5'AFF 3068 $m WALK-IN TUB 0S b 4 26 B O v 3068 SCREENE i PO CI * 5'-0° mc 11'x 9'-6° M. BEDIb'-6 ROOM 3'-2° , O p SCKENED 11'x FM u, SCREENED DOOR SEAT M. 5ATH CAT PORCH 5 n 8'•b"x 8'-6" 12'x13' rO "n an � " 0 lJ O II I Q CON .P D u 6040 1/2 SL NB 2 2640 IR SL 2°x4"WELDED WIRE FABRIC i A A 0 ON 2x4 FRAMING I i TYPICAL r ' Glazing Schedule Project Information Contact Information Heritage Court Nick Ja gar Lot 14, 1105 Heritage Court Anderson Homes LLC Port Angeles, WA 477-7036 R402.3.3 Exception (15 sq. ft. max.)0 Vertical Glazing (Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA M. Bedroom West Wall 0.30 1 6 4 24.0 7.20 M. Bedroom South Wall 0.30 1 4 4 16.0 4.80 M. Bath West Wall 0.30 1 2 6 4 10.0 3.00 Bedroom 2 South Wall 0.30 2 3 6 4 28.0 8.40 Garage South Wall 0.30 1 4 4 16.0 4.80 Den East Wall 0.30 1 6 5 30.0 9.00 Living Room East Wall 0.30 1 6 1 5 30.0 9.00 Living Room East Wall 0.30 2 1 6 12.0 3.60 Living Room North Wall 0.30 1 6 5 30.0 9.00 Dining North Wall 0.30 1 6 5 30.0 9.00 Dining West Wall 0.30 1 6 15 30.0 9.00 Dining West Wall 0.30 1 2 15 10.0 3.00 Guest Bath North Wall 0.30 1 2 5 10.0 3.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Area and UA 276.0 82.80 Area Weighted U = UA/Area 1 0.30 Iw Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Heritage Court Nick Jaggar Lot 14, 1105 Heritage Court Anderson Homes Iic Port Angeles, Wa 477-7036 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 s chosen by the permit applicant. Authorized Representative fG Date AI Climate Zo R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight Ll-Factor n/a 0.50 Glazed Fenestration SHG Cb, n/a n/a Ceiling 49 0.026 Wood Frame Wall,k 1 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 Fs-la bd 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) 1a JEfficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 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 P] 0.5 5b Efficient Water Heating 1.5 ❑ 6 IRenewable 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/o20Res/`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 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. ' Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+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 minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Heritage Court Nick Jaggar Lot 14,1105 Heritage Court Anderson Homes Ilc Port Angeles 477-7036 Heating System Type: QForced Air Furnace QQ Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions". Design Temperature Instructions �,� , W ��,,�,; t t ,,,,.;,u �,,s Design Temperature Difference(AT) 42 Port Angeles • AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,033 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.0 16,264 Glazing and Doors U-Factor X Area = UA Instructions 0.30 276 82.80 Insulation Attic U-Factor X Area = UA Instructions '4e • 0.026 2,033 52.86 L Single Rafter or Joist Vaulted Ceilings U-Factor Area UA Instructions "` ' Select R Value ♦ NO selection --- Above Grade Walls(see Figure v U-Factor Area UA Instructions ;'.. .. R 21 • 0.056 2,033 113.85 Floors U-Factor Area UA Instructions ..,_.. 0.029 2,033 58.96 1-30 • Below Grade Walls(see Figure 1) U-Factor Area UA _. .. . __. Instructions Select R value • No selection --- Slab Below Grade(see Figure�� F-Factor Length UA Instructions " a1rNYC uhY,WWY Select conditioning IPS No selection --- Slab on Grade(see Figure 1) F-Factor Length UA Instructions No selection Select R-Value Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 308.46 Envelope Heat Load 12,955 Btu/Hour Figure 1. SumofUAXAT Air Leakage Heat Load 7,377 Btu/Hour VolumeX 0.6XATX.018 AboveGrade Building Design Heat Load 20,333 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 22,366 Btu/Hour " Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 27,958 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) I 4 7 ' Job: Building Analysis Date: Sep 28,2015 If"TWO Ca EntireHouse By INDOOR AIR EXPERTS Air Flo Heating Co. Inc. 22.1 West Cedar St,Sequim,WASS382 Phone:360-683-3901..Fax 360.683-3992 Email:joelCa'vfloheating,com Web:;wnx:elthgatlngxft. PpoLect Information For: Anderson Homes- Lot 14 Whitford Design C • • Location: Indoor: D Heating Cooling Port Angeles Intl, WA, US Indoor temp(era)ture( F) 70 75 Elevation: 289 ft Desion TD F 46 0 Latitude: 48ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 18.3 11.4 Dry bulb(°F) 24 75 Infiltration: Daily ranr6F) - 16 ( M ) Method Simplified Wet bulb - 65 Construction quality Average Wind speed(mph) 1'5.0 7.5 Fireplaces 0 Heati!lq Component_ Btuh/ft2 Btuh %°.of load Walls 3.0 3923 16.0 Glazing 25.11 7371 30.1 Doors 7.8 328 1.3 Ceilings 0.9 1872 7.6 Floors 1.3 2670 10.9 �- Infiltration 2.6, 3� 16.2 Ducts Piping 0 0 Humidification 0 0 Ventilation Adjustments 0 Total 24473 100.0 • Component. Btuh/ft2 Btuh %of load Walls 20.0 5866 0 66.0 Doors 0 0 0 Ceilings 0 0 0 Floors 0 0 Infiltration 0 0 0 Ducts 30280 34.0 Ventilation 0 Internal gains 0 0 Blower Adjustments 0 Total 8894 100.0 Latent Cooling Load= 557 Btuh Overall U-value=0.063 Btuh/ft2-°F ERROR: negative wall area in Kitchen-check windows. Bold/italic values have been nrsnually overridden 2015-Sep-28 07:58:11 wrilght soft' Right-Sufte®Universal 2015 15,0,03 RSU02757 Page 1 „;AC%ProjeetlAndersan Homes-Lot 14 Whitford.rup Calc=MJ8 Front Door faces: W Job: Project Summary Date: Sep 28,2015 AIA AW Entire House By: Air Flo Heating Co. Inc. 221 West Cedar St,Sequim,WA98382 Phone:380.683-3901 Fax 360-6833892 Email:joef@airfloheating;com Web:www.airfloheating.com —0101 Proilect Information For: Anderson Homes- Lot 14 Whitford Notes: Desiqn Information-,Port Angeles Intl, WA, US Winter Design Conditions Summer Design Conditions Outside db 24 OF Outside db 75 of Inside db 70 OF Inside db Design TD 46 OF Design TD 0 OF Daily range M Relative humidity 50 % Moisture difference 11 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20510 Btuh Structure 5866 Btuh Ducts 3963 Btuh Ducts 3028 Btuh 0 cfm 0 Btuh Central vent(0 cfm) 0 Btuh Central vent( ) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24473 Btuh Use manufacturer's data in Rate/swing multiplier 0.80 Infiltration Equipment sensible load 7097 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 333 Btuh Ducts 224 Btuh Heating cooking Central vent(0 cfm) 0 Btuh }��(ft!. 2033 2M Equipment latent load 557 Btuh Vtiluitle, .. 16275 16275 Air0.32 0.16 Equipment total load 7654 Btuh Equlvcfm)hour 87 43 Req. total capacity at 0.70 SHF: 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trade Model XB14 Cond XB14 AHRI ref 5021215 Coil AHRI ref 5021215 Efficiency 9 HSPF Efficiency 14 SEER HeatingIn Sensible cooling 0 Btuh Heatinouput 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 850 cfm Actual air flow 850 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.096 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.94 Bold/italic values have boar manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-26 07:58:11 .� + wrightsoft' Right-Suite®universal 2015 15.0,03 RSU02757 Page 1 ACCP ...AC1ProjectlAndemon Homes-tot 14 Whitford.rup Calc=MJ8 Front Door faces: W AED Assessment Job: Date: Sep 28,2015 AIA PLO A&FAMVc co. Entire House By: INDOOR AIR HMPHATS Air Flo Heating Co. Inc. 221 West Cedar St,Sequim,WA 98382 Phone:360-683-3901 Fax 360.883-3992 Email:Joel@airfloheating,com Web:www,alrfloheating.com Project • • For: Anderson Homes- Lot 14 Whitford Design Conditions Location: Indoor: Heating Cooling Port Angeles Intl, WA, US Indoor temperature(°F) 70 75 Elevation: 289 ft Design TD (°F) 46 0 Latitude: 48ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 18.3 11.4 Dry bulb(°F) 24 155 ) Infiltration: Daily range(DF) - 16 ( M Wet bulb(°F) - 65 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 9000.._r... I, GAP, i S;e6a-- .5.1300—�•. t . 1.a6a•'a^ t 8 9 t0 11 12 13 14 15 18 17 ie 19 20 Rand oar ..oM. iwa w Maximum hourly glazing load exceeds average by 24.70/6. House has adequate exposure diversity(AED), based on AED limit of 30"'x. AED excursion: 0 Btuh Bold/Italic values have been manually overridden 2015-Sep-28 07:58:11 t wri htSOft" R' ht-Suile®Universal 2015 15.0.03 RSU02757 Page 1 �M,.=ProjectWnderson Homes-Lot 14 Whitford.rup Calc=MJB Front Door faces: W Load Short Form Job: AIA 0 Date: Sep 28,2015 NEAP/NG CO. Entire House INDOOR AIA RX/RATS Air Flo Heating Co. Inc. 221 West Cedar St,Sequim,WA98382 Phone:360.6833901 Fax 360683-3892 Email:joel( Wrfloheattng.com Web:www.airfloheating.com Project • • For: Anderson Homes- Lot 14 Whitford Design Information Htg CIg Infiltration Outside db(°F) 24 75 Method Simplified Inside db(`F) 70 75Construction quality Average Design TD (OF) 46 0 Fireplaces 0 Daily range - M Inside humidity(°k) 30 50 Moisture difference(gr/lb) 18 11 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade Trade Model XB14 Cond XB14 AHRI ref 5021215 Coil AHRI ref 5021215 Efficient 14 SEER Efficiency 9 HSPF y Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 850 cfm Actual air flow 850 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.096 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.94 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft') (Btuh) (Btuh) (cfm) (cfm) Den 204 3253 1634 113 156 Living 360 4509 1806 157 173 Dining 360. 4936 2124 171 203 Kitchen 405 1200 0 42 0 Hall Bath 81 216 0 7 0 Master Bath 81 1383 364 48 35 Master Bed 221 4336 1575 151 151 Bedroom 169 3429 1390 119 133 Laundry 117 . 795 0 28 0 Pwd Bath 36 418 15 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 201 5-Sep-28 oT.58:11 wrightSOW Right-Suite®Universal 2015 15.0.03 RSUD2757 Page 1 ACC\ ...ACXpmoctWnderson Homes-Lot 14.Whitford rup Calc=MJ8 Front Door faces: W Entire House 2034 24473 8894 850 850 Other equip loads 0 0 Equip. @ 0.80 RSM 7097 Latent cooling 557 TOTALS 2034 24473 7654 850 850 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed: 2015-Sep-2e 07:55:11 !!�At + wrightS0ft• Right-SUNG universal 2015 15,0,03 RSU02757 Page 2 AL.C�P�....AWrojectWderson Homes-Lot 14 Whitford,rup Calc-MJS Front Door faces: W TINE® 4TW B403OG-SUB-1 TAG: NOTE:All dimensions are in mmrnches. 2 1/2 Ton Split System Heat Pump — 1 Phase 4TWB403OG Product Specifications OUTDOOR UNIT 00 4TWB403OG1000B POWER CONNS.—V/PH/HZ O 208/230/1/60 MIN.BRCH.CIR.AMPACITY 15 SERVICE PANEL-a BR CIR PROT RTG —MAX (AMPS) 25 COMPRESSOR RECIP ELECTRICAL AND REFRIGERANT 1 -1 COMPONENT CLEARANCES NO.USED-NO.SPEEDS PER PREVAILING VOLTS/PH/HZ 208/230/1/60 R.L.AMPS(D-L.R.AMPS 11.3-68.2 FACTORY INSTALLED START COMPONENTS( YES TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST 1521 IS FEET) INSULATION/SOUND BLANKET NO DIRFCT"IT. OMIT, SHOULD SNOUIDPLACED ATSLEA�FSR05X O�F)WFRON IATER RIALL AYD ALLES NOT R COMPRESSOR HEAT NO SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED. PROPELLER OUTDOOR FAN T —.._..—..—.._.._..—..— _.._. — DIA.(IN.)-NO.USED 27.5-1 TYPE DRIVE-NO.SPEEDS DIRECT-1 CFM @ 0.0 IN.W.G.® 4360 ELECTRICAL SEPANEL NO.MOTORS-HP 1 -1/5 MOTOR SPEED R.P.M. 825 FF VOLTS/PH/HZ 200/230/1/60 F.L.AMPS .92 MA OUTDOOR COIL—TYPE SPINE FIN TM Rs"' A ROWS-F.P.I. 1-24 FACE AREA(SQ.FT.) 21.99 TUBE SIZE(IN) 3/8 22.2(ua)DIA. ROLE REFRIGERANT LOW VOLTAGE 5 8 LBS.-2 OZ. 28.6(l-Ue)DIA. LBS.—R-410A(O.D.UNIT)O ZP.P IITO/8)MDI,R1. FACTORY SUPPLIED YES ROLE IN CONTROL BOX BOTTOM FOR ELECTRICAL H F LINE SIZE-IN.O.D.GAS© 3/4 POWER SUPPLY LINE SIZE-IN.O.D.LIQ.© 3/8 A.O. FOR ALTERNATE ELECTRIC ROUTING CHARGING SPECIFICATION J A5 LIRE III TURN BAIL SERVICE VALVE.'D' 10°F LIOUID LIKE SERVICE VALVE, 1,0.FEMALE BRAZED CONNECTION WITH IZI•SAE SUBCOOLING F' I.D.FEMALE BRAZE D FLARE PRESSURE TAP FITTING. DIMENSIONS H X W X D CONNECTION WITH ITT-SAE FLARE PRESSURE TAP FITTINGS. CRATED(IN) 38.4 x 35.1x38.7 WEIGHT SHIPPING(LBS.) 273 H IOUID LINE SERVICE NET(LBS) 239 F GRATED CONNE CTiONEMAIE WI TR I/1'SAE FLARE PRESSURE TAP FITTING. AS LINE SERVICE VALVE, O Certified In accordance Wlfh Ute Air-Source Unitary Air-condtionef Equipment certificatim program,which 'D' I.D.FEMALE BRAZED CONNECTION WITH IFI• is based onAHRI standard 2101240. J SAE FLARE PRESSURE TAP Q Rated in accordance with AHRI standard 710. FITTING. I O Calculated in accordance with NaB.Elec.Codes.Use only HACR circuit breakers or G I 0 Standard Air—Dry Coil—Outdoor Fl6. 2 (D This value approdmate.For more precise value see unit nameplate. ©Max.linear length 60 ft.;Max.lift-Suction 60 ft.;Max lift-Liquid 60 2 For greater length consult refrigerant piping software Pub.No.32.3312-0' From Dwg.D156010 r denotes latest revision). O This value shown for compressor RLA on the unit nameplate and on this specification sheet is used to MODELS BASE A 8 C D E F G 7.H1 K compute minimumbrenchdreuitampadtyandmax.fusesim.Thevalueshownisthebranchcirwftselection ComputaTweaosoG a Sae 87o ya are T 52(e) asno start components.Yes means quick start kit components.PTC means positive temperature (aa-1/8) (37-114) (3wva) (dare) ( s-ae) (zo) coefficiem starter. A-weighted Sound Power Level (dB(A)l MODEL SOUND POWER A-WEIGHTED FULL OCTAVE SOUND POWER LEVEL dB-[dB(A)] High Stage LEVEL[dB(A)] 63 125 250 500 1000 2000 4000 8000 4TWB403OG 76 48.8 1 55.4 60.1 r 66.4 67.4 63.9 1 60.2 53.5 Note: Rated in accordance with AHRI Standard 270-2008. 0 2013 Trane Mechanical Specification Options General Condenser Coil The 4TW64 is fully charged from the The outdoor coil provides low airflow factory for up to 15 feet of piping.This resistance and efficient heat transfer. unit is designed to operate at outdoor The coil is protected on all four sides by ambient temperatures as high as 115°F. louvered panels. Cooling capacities are matched with Low Ambient Cooling a wide selection of air handlers and As manufactured,this unit has a cool- furnace coils that are AHRI certified.The ing capability to 55°F.The addition of unit is certified to UL 1995.Exterior is an evaporator defrost control with TXV designed for outdoor application. permits low Rmbient cooling to 20°F. Casing Accessories Unit casing is constructed of heavy Thermostats—Cooling only and heat/ gauge,G90 galvanized steel and cooling(manual and automatic change- painted with a weather-resistant powder over).Sub-base to match thermostat paint and locking thermostat cover. on all louvers,panels,prepaint on all other panels.Corrosion and weather- proof CMBP-G30 DuraTuffTm base. Refrigerant Controls Refrigeration system controls include condenser fan and compressor contac- tor. High and low pressure controls are inherent to the compressor.A factory installed liquid line drier is standard. Compressor The compressor features internal over temperature and pressure protection and total dipped hermetic motor.Other features include:roto lock suction and discharge refrigerant connections, centrifugal oil pump and low vibration and noise. it Rim r-un.ad CERTIFIED Cus , TOO Intertek TJNNE° 03113 Trane www.trane.com Trane has a policy of continuous product and product data improvement and it reserves the right to change design and specifications without notice. 3601683-3901 AIA 3601385-5354 3601307-7822 N JF®A A 0 CO, 221 West Cedar Street Sequim, WA 98382 _ (��drl3hFQAX::p6fi83-3971 INDOOR Proposal~I EX Anderson Homes Date ERTS Septel'n 201t�g-Com Address Job Name Lot 14-Whitford Job Location Phone E-Mail Address Trane heat pump systems 2112 ton number of outlets Cooling to maintain 75 degrees indoor at 78 degrees outdoor Room supply return Heating to maintain 70 degrees indoor at 24 degrees outdoor MAIN FLOOR Living room SUPPLY1 Provide and Install a Trane XB 14 heat pump. Dining Room Provide and install a Trane Variable Speed Air Handler Family Room VENTS This unit will Include a 10Kw electric heater,1"filter,Integrated Ventilation IGtchen Trane Touch screen programmable thermostat-XL824 WIN home automation Nook TO Blower door&duct test included in price Bedrooms 1 ar labor-10 ear parts&10-year compressor warranty . $9,215.00 Hall BE i PUD Incentive $1,000.00 Stairw Contractor Total $8,215.00 Bath INSTALLED Util' Vett hood and dryer (rough-In only) $349.00 Entry BASED Vent4 Exhaust Fans $312.00 Libra /Den ON Heat-n-Glo SL750TR Direct.Vent-IPI-Rear Vent each $1,799.00 Fire place blower $225.00 BASEMENT A Chateau Deluxe Front New Bronze $899.00 Recreation ROOM Total $2,923.00 Bedrooms Bath BY utility This most s PUD Incentive,Blower Door and Duct Testing &1 Energy Credit ROOM Furnace location Garage Foundation knock out needed? No UPPER FLOOR HEAT Variable speed air handier will increase efficiency and can Bedrooms reduce fan operating cost by$200 per year. Baths LOSS XB14 includes 1110110.warranty Hall Wifl Thermostat has Home Automation ANALYSIS TOTALS 12 1 Purchaser agrees to pay ninety percent(90%)of the above price upon the completion of rough-in and the remaining ten percent(101/b)upon completion of installation,.That any unpaid sums due hereunder shall be subject to a service charge of one and one-half percent(I KOA)per month and all reasonable attorneys fee's inured. All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specification involving extra charge over and above the estimate.Our workers are fully covered by Workmen's Compensation Insurance.Purchaser agrees that Seller retains title to eq.,ipmendmaterials furnished until final payment is made. Contractor License.#AIRFLI-206DG THIS PROPOSAL MAY 8E WITHDRAWN[F NOT ACCEPTED WITHIN 30 DAYS ...... ..... .... :. ..:: Presen Purchaser cel Berson Eve and Date of Approval ZO/ Date of acceptance 9 rRM Submittal 2-1/2 Ton Convertible Air Handler TAM7A0B30H21 SD — Standard Coil TAM7A0B30H21 EA — Black Epoxy Coil i 0 ti TAG:- A SAFETY WARNING Only qualified personnel should install and service the equipment.The installation,starting up,and servicing of heating,ventilating,and air-conditioning equipment can be hazardous and requires specific knowledge and training.Improperly installed,adjusted or altered equipment by an unqualified person could result in death or serious injury.When working on the equipment,observe all precautions in the literature and on the tags,stickers,and labels that are attached to the equipment. April 2O1.4 TAMMOB30-SUB-1 H-EN (!i'i/Mgersola'Rand TAWE• Outline Drawing 21.80 1.50 I<.35 5.95 MINIMUM UNIT CLEARANCE TABLE 1.50 TO SERVICE COMBUSTIBLE CLEARANCE MATERIAL (RECOMMENDED) IREOUIREO) SIDES 0 2' FRONT0' 21' BACN 0' 0' D E O INLET DUCT 0' OUTLET DUCT 0' 1.5oF 3.00 LIQUID LINE GAS LINE SEE TABLE 03/8 A 0 B 1.50 21.80 H 1.50 17.15 3.15 1.50 C 1.50�- H FLOW GAS LINE LIQ LINE MODEL NO. A B C D E F CONTROL BRAZE BRAZE TAM7AOB30H21SD 55.7 45.5 18.4 21.3 18.4 9.2 24.8 EEV 3/4 3/8 TAM7AOB30H21EA 2 TAM7A0B30-SUB-1 H-EN TRNVE' PRODUCT SPECIFICATIONS MODEL TAM7A0iMH21SD TAM7A0430H21EA RATED VOLTS/PH/HZ. 200-230/1/60 RATINGS(a) See O.D.Specifications INDOOR COIL-Type Plate Fin Rows-F.P.I. 3-14 Face Area(sq.ft.) 5.04 Tube Size(in.) 3/8 Refrigerant Control EEV Drain Conn.Size(in.)(b) 3/4 NPT DUCT CONNECTIONS See Outline Drawing INDOOR FAN-Type Centrifugal Diameter-Width(In.) 11 x 10 No.Used 1 Drive-No.Speeds Direct Variable CFM vs.in.w.g. See Fan Performance Table No.Motors-H.P. 1-1/2 Motor Speed RPM Variable ECM Volts/Ph/Hz 208-230/1/60 F.L.Amps 3.0 FILTER Filter Furnished? No Type Recommended Throwaway No.-Size-Thickness 1-20 x 20-1 in. REFRIGERANT R-410A Ref.Line Connections Brazed Coupling or Conn.Size-in.Gas 3/4 Coupling or Conn.Size-in.Liq. 3/8 DIMENSIONS H x W x D Crated(In.) 56-1/2 x 23 x 23-1/2 Uncrated 55-11/16 x 21-5/16 x 21-3/4 WEIGHT Shipping(Lbs.)/Net(Lbs.) 150/138 M These Air Handlers are AHRI certified with various Split System Air Conditioners and Heat Pumps(AHRI STANDARD 210/240). ;b) 3/4"Male Plastic Pipe(Ref.:ASTM 1785-76) TAM7AO53OH21SD,TAM7A011130HUEA 240 Volt 208 Volt No.of Capacity Heater Minimum Maximum Capacity Heater Amps Minimum Maximum Heater Model No. Circuits Amps per Circuit Overload Circuit Overload per kW BTUH Circuit Ampacity Protection kW BTUH PCircuit Ampacity Protection No Heater 0 - - 3.0** 4 15 - - 3.0** 4 15 BAYEVAC04++1 1 1 3.84 13100 16.0 24 25 2.88 9800 13.8 21 25 BAYEVAC05++1 1 4.80 16400 20.0 29 30 3.60 12300 17.3 25 25 BAYEVAC08++1 1 7.68 26200 32.0 44 45 5.76 19700 27.7 38 40 BAYEVAC10++1 1 9.60 32800 40.0 54 60 7.20 24600 34.6 47 50 BAYEVAC10LG3 1-3 PH 9.60 32800 23.1 32 35 7.20 24600 20.0 28 30 BAYEVAC15LG3 1-3 PH 14.40 42000 34.6 47 50 10.80 36900 30.0 41 45 BAYEV C1 1- 9.60 32800 40.0 54 60 7.20 24600 34.6 1 47 50 Circuit 1(a) 2 BAYEVBC15BK1- 4.80 16400 20.0 25 25 3.60 12300 17.3 22 25 Circuit 2 1. **MotorAmps 2. See Air Handler nameplate for additional information. 3. Heater model numbers may have additional suffix digits. a) MCA and MOP for circuit 1 contains the motor amps 3 TA W A0B30-SUB-1 H-E N a OUTDOOR COOLING EXTERNAL STATIC PRESSURE(Constant CFM/Constant Torque) HEATING7AIRFLOWEXTERNALSTATIC PRESSURE AIRFLOW AIRFLOW MULTIPLIER AIRFLOW IN 70.9(TONS) SETTING POWER SETTING360 CFM 581/685 560/538 533/299 509/NA 482/NA 390 609 588 566 540CFM/ton Watts 30/41 58/56 87/63 118/NA 150/NA CFM/ton 65 96 128 1613 6— h 6— _/. 12" 93f: 2 ,5 .. r _ _ CFMJton1lakts 33/,45._ 62 1 60 43/68 125/NA 158/NA CFM/ton Watts 38 70 102 136 169 1.5 tons 400 CFM 645/738 624/605 604/410 584/NA 562/NA 430 CFM 683 669 653 636 614 CFM/ton Watts 37/49 67/65 99/73 132/NA 166/NA CFM/ton Watts 42 1 75 109 143 177 420CFM 659/751 639/621 620/434 6021 NA 581/'NA 450 CFM704 698 685 669 649 �p 69/67 102/76 136/NA 170/NA CFM/ton Watts 45 80 115 151 186 360 CFM 750/840 741/726 731/575 719/344 7C4/NA 390 CFM 800 797 791 781 766 CFM/ton Watts 51/66 87/85 125/96 163/99 200/NA CFM/ton Watts 6C 99 139 ]80 219 #i CFM 834 834 830 822 810 zsn Watts - 192 233 2 tons t 400 t CFM 818/908 816/802 811/667 803/484 792/NA 430 CFM 868 871 869 864 853 CFM/ton Watts 62/79 103/100 144/113 186/117 227/NA CFM/ton Watts 73 116 161 205 248 42-0 CFM '8351924 834 820 83115 9 "$ 41Y 13° .$?1./,1 03'` 95 .FMJton Nia 66,.83 _#071 104 150/118 1921 122 2341132 CFM/ton Watts 80 126 172 2.19 263 360 CFM 904/1017 908/921 909/804 907/658 898/454 390 CFM 967 977 982 982 974 CFM/ton Watts 80/105 125/129 172/144 219/150 264/148 CFM/ton Watts 95 145 196 247 295 380 CFM 947/1061 955/968 959/856 9581718 951/538 410 CFM 1012 1025 1033 1034 1027 _ABS, 3 ,�_-N1=ton, ,60 _ ._..214;. :._21-68 318 -Watts.._ 1A6 ;;r 2.5 tons 400 CFM 991/1106 1002/1016 1009/908 1010/779 1003/614 430 CFM 1057 1074 1084 1087 1078 CFM/ton Watts 100/131 152/156 205/174 257/182 307/180 CFM/ton Watts 119 176 234 290 342 360 CFM 1063/1182 1080/1095 1091/993 1094/873 1085/727 390 CFM 1147 1170 1184 1185 1170 CFM/ton Watts 120/156 177/182 236/201 292/211 344/210 CFM/ton Watts 147 211 276 336 389 380 M 1120 1341 1140` f 1 1153/1U 9 '11556 1445 i444/809 41 "Ci MI u�FMlton._ __,Watt 137/178 199/205, 262/225. 32,1/235 3741236 CFM/ton Watts 168 238 306 367 418 3tons 400 CFM 1179/1304 1202/1221 1216/1127 1216/1018 1198/890 430 CFM 1271 1298 1309 1300 1271 CFM/ton Watts 157/203 224/231 290/252 351/263 403/265 CFM/ton Watts 193 267 337 398 446 420 CFM 1210/1337 1233(1255 1247 j X162 4 1055 :''12 4 31 s # 0 "'`CSM17" 1338 1363 1368 1350 1314 CFM/ton Watts 168/217 237 1246 305/267 417/281 CFMlkan Watts 221 299, 369 427 472 3061 27Q.„ • Torque mode will reduce airflow when static is above approximately 0.35' water • t Factory Setting column. • Status LED will blink once per 100 CFM requested.In torque mode,actual airflow may be All heating modes default to Constant CFM. lower. Cooling airflow values are with wet coil,no filter MINIMUM HEATER AIRFLOW CFM—HEATEWMAYAW BAYEVAC04BKIAA MODEL NO. BAYEVAC04LGlAA BAYEVAC08BKlAA BAYEVAC10BKlAA BAYEVAC10LG3AA BAYEVCB15LG3AA BAYEVBC15BKlAA BAYEVBC20BKlAA BAYEVAC05BKIAA BAYEVAC08LGIAA BAYEVAC10LG1AA o BAYEVAC05LGlAA W TAM7A0B30 723/808 723/1020 765/1020 680/808 765/1063 850/1105 4 WITHOUT HEAT PUMP/WITH HP—SEE AIR HANDLER NAMEPLATE FOR APPROVED COMBINATIONS N C 4° Note:Minimum auxiliary heating airflow is automatically configured by the air handler model and the auxiliary heater mode/number. This isnot field adjustable. 2 M Z TAME' Features and Benefits • Unique cabinet design • Vortica®blower with polarized plug connections — 2%or less air leakage and integrated slide deck for easy removal • Aluminum coil with integrated slide deck for easy — Precision applied —durable door seals removal and polarized plug connections on coil EEV — Specially designed air seal around refrigerant, • Patented enhanced coil fin condensate and conduit connections • Electronic Expansion Valve(EEV)with low ambient — Double wall foamed cabinet system and low superheat compressor protection • Dual refrigerant compatible as shipped R-4.2 Insulating Value(Avg Insulating Value R- • Slide in electric heaters withP olarized plug 8.2) connections(sold as accessory) — No loose fiber design • Slide in hot water coils with polarized plug Smooth cleanable interior design connections(sold as accessory) Sweat eliminating design • UVC light kit with safety switch and polarized plug connections(sold as accessory) — Composite foamed cabinet doors • Labeled panels and connections Water proof cabinet design • Molded in 1"standard filter rail Integrated horizontal drain pans • Variable speed ECM motor Modular cabinet • Soft start fan motor operation • Multi-position up/down flow horizontal left/right • Comfort R"'mode • Side return option(sold as accessory) • Built in fan delay modes • Control board protection pocket built into cabinet • Maximum width of 23.5" wall • Compact 20.8"depth with doors removed • Fused 2 • Pre-marked Conduit Connection Locations power • Alert port to view control board codes without door • Safety door switch • 5 Year Warranty removal • Alert code notification • 10 Year Warranty Registered • Low voltage terminal connection point • Optional Extended Warranty Available • Phillips head door fasteners A"IMF oft"IMF AHR1 Stilida,d 210/2-10 AHRI Staiidi;d 2101240 C offiUS Intertek `I JMNEe Trane optimizes the performance of homes and buildings around the world.A business of Ingersoll Rand,the leader in creating and sustaining safe,comfortable and energy efficient.environments,Trane offers a broad portfolio of advanced controls and HVAC systems,comprehensive building services,and parts.For more information,visit www.Trane.com. Trane has a policy of continuous product and product data improvements and reserves the right to change design and specifications without notice. ©2013 Trane CIMIngersoll TAWA0830-SUBAH-EN 22Apr2014 Rand Supersedes TAWA0B30-SUBAG-EN (Apri12014) s 1 . 00 MEMO■■■i■N®®®®®®NONE■i!E/N ME®� NONE ■�No■■_IM■■ONN■■n■E N■�'®11■ono■■ 0�NONE No■E®i ME ri■E W.i M■ ®IA M No ■E ME ME No no No M■lur ■NWENoEWamMEMEME EME■E■E MMI M■M ©m EVA ON■■rd ME®i MM�® ■ ®E■E■i ME WE �r ME FAR ME/N ASE ME Raw ME■E No■N■o■OME RIM=0 ME am Ws ME ME wa MEONME M■■MMIMMMMW,ii MEIN - ® ■W ME MI 1 ®� ■�mmmmMOMM®I� %��/o�0®. swum®® ■�MEmr,amONM�" Nads®®M�am/SamMENoM ■MNZI VIA MEMamsEa MIAPIa®M ar®EMEMEM ®E MrA 10-41 wr ME ME Wim'r■E■P.IP am ME ME WE M®®® ®um mm Lqm■m/'i m■■/®W NM M■■■■■IF-Z w■mm MOM MMMW-.Pww2lg-RPN.P.PmfdMMEN.mmpFdMMMMMMMMMMM , wo" NOUN Op-fa.amMMMP-AP Ammm MMMMME ME ME � .�rte.e■®®®� ��®���®®®�®�®®E■ ■o 1p21r om■■■■■m m�aiL"M■■M■■■■®r■EMM S ■M P.dpo mum■m-m-.N ma mm m■cq-I M■Er O■MM U■®■■® IOM ME®o'v'a ON ME ME ON No ME ME ON ON■■s®®E ®®®�20 tm.,m■®m®®m■■!d!m®®m mm mm mm mm ��������i■®moi MEMOM �® ■■■■v■■■■■■ME r ■■■■■■91.1®■®E M®®E ■E■■■M■M■■■■■M■■■■■■■■■■LNI■ISM®■■® ME■E ME it Mi ME■■■®■■■■■■■E®i-MM ME ME ■E ME■E■E ISE®■M®®■M■ME ME ME aONE®® r- Eiu: ^ li t i 1 AHRILS CERTIFIED 1, dire ctoi y.org Certificate of Product Ratings AHRI Certified Reference Number: 5021215 Date: 5/14/2014 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 4TWB4030G1 Indoor Unit Model Number: *AM7AOB3OH21 Manufacturer:TRANE Trade/Brand name:XB14 WEATHERTRON Series name: Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Rn Cooling Capacity`(Btuh}: ER Rating(Cooling) 12.00 x TSEER Rating{Cookng} 14 50 � f i 4 Heating Capacl#y(Btuh)@ 47 F` �� 30000 Y Regron IVwHSPF�Rating(i-leafing} 9 00� �'� �r } Heating Capacity(Btuh)'@ 17 F: 18900 Ratings followed by an asterisk(*)indicate a voluntary rerete of previously published data,unless accompanied with a WAS,which indic rtes an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridlrectory.org,click on"Verify Certificate"link we make life better' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right x< hw 02014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO : X30445501866965337, LINDBERO-,SMITH Project:P*wam wp lrt< � Sheet of A R C H I 'T—'.E C T SE] M—emorandurn— Project No.: 14 0 45� 0 Telephone Memo 319 south peabody suite b El Meeting Notes p o rt a n geles, w 983 62 Subject:_ D Field Notes 360-452.6116 fax 360.452.7064 Date:- By: &CPS EJ Avc email address contact@llndarch.com website address www.lindarch.com -417 --------- gi !d 4 OW- ---2 1y) 4f n S,L� C45E LL L- t 7............... -Lzop� 4! Ae�5 A LL L flti ------------- '2� 8 T's 7,- NI -M(Av) -&ra: A -1401 t F>O-OV LINDBER f§l]A '�_I A_ R C H I - ' C T S. 319 S.Peabody,Suite B.,Port Angeles,WA 98362 360.452.6116/iax 360.452.7064 contact6iRindarclr.com/ww-w.lindarelbcom y Project: 4�;s , '��`; �� IN� ��� Prof ect No. � . Subiect: 1 By- Date: y-Date: y 120t Sheet of SHEAR.WA.LL SU7V�X W L H V V/L SW ( 'VH-'WL/2 POST HOLD-DOWN 0+72- e I I IF:� - I - -I I i I UALLOFIT/fUUvf NFOA¢ORMS/SIEARWAi. I MLL e,> 600112 8L Vv ra NEAT � �I � tCL StV t``77' ! / cFDAR PALMNr. f D � 51 m a7•. p z DEN GARAGE xµ, 4' MWVIM6/ Q x cam e' 4 Q= AT CELMI I ` v S Sao � I � av Baa i --- e'� aFrr6 c� I ,4, PR' r �) RN°6 Y� s6 � 6TTo u�wL CL r aA���� nearro+a � s . L--- , i C3 71- n'x 23,-6, ' I BEDR0011 AO o'6•x o a — KITCCL FIEN ooa j lY n xn's• GAS. It IE 9W I( A". QO D . IIE� GO AAI v --------------�i _ !P! %/ TO 0e CLOSET I' Q30"MT so ! s MWA4E 6= vxv ' LNBr �. DINING �e6a ncr � PANTRY !'-6•x 6' BAN K=TO CELNG dECRATOR, W 6L DO66 '— �� W4LK•N 118 `�5 w .. may,R� 0 Vvp� DECK a SCREENED PORCH g MD 1 om n'x+';' s sore Q�REETJED wAt e�.e1xa•6 _ I CAT�N 9acae�► �.x 421 6m In 4L 2w,wmm um PABW aaoue� • 2 oaa OP CkAK 1OE ■ 021 6P =mc;K ■ 20060 LOOS P L,411 9*rmow. 442 OF ANDERSON SHEAR WALLS 2. MAXIMUM SHEAR = 200 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 6d NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE SIMPSON MASAP MUDSILL ANCHORS AT 48" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 3. MAXIMUM SHEAR = 250 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE SIMPSON MASAP MUDSILL ANCHORS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 4. MAXIMUM SHEAR = 315 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE DF NO.2. PROVIDE SIMPSON MASAP MUDSILL ANCHORS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 5. MAXIMUM SHEAR = 375 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" O.C. FOR FRAMING, USE DF NO.2. PROVIDE SIMPSON MASAP MUDSILL ANCHORS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 6. MAXIMUM SHEAR = 490 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, NAIL MUDSILL ANCHORS TO BOTH PLATES. PROVIDE SIMPSON MASAP MUDSILL ANCHORS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 7. MAXIMUM SHEAR = 560 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O.C. FOR FRAMING, USE 3X DF NO.2, DOUBLE BOTTOM PLATES ARE REQUIRED, NAIL MUDSILL ANCHORS TO BOTH PLATES. PROVIDE SIMPSON MASAP MUDSILL ANCHORS AT 18" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 8. MAXIMUM SHEAR = 685 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" O.C. STAGGERED, FOR FRAMING, USE 3X DF N0.2. DOUBLE BOTTOM PLATES ARE REQUIRED, NAIL MUDSILL ANCHORS TO BOTH PLATES. PROVIDE SIMPOSN MASAP MUDSILL ANCHORS AT 15" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. BRACED PANEL PBS SHEAR WALL PANELS 48" MIN. 1/2" OR 7/16" OSp SHEATHING WITH STUDS AT 16' O.C. FASTENERS // L 25/ RESHEATHING 1 1 3/4" LONG X LONG 12" DIA. " DIA, NAIL EDGES AT 6" ON CENTER AND FIELD AT 12" ON CENTER FOR BOTH SHEATING TYPES GB SHEAR WALL PANELS 48" MIN. 1/2" THICK GYPSUM BOARD SHEETING WITH STUDS AT 16' O.C. FASTENERS INTERIOR LOCATIONS 13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 1 4 LONG ANNULAR-,RINGED; 5d CQOLER NAIL 0.0 6" DIAMETER, 1 5/8" LONG,' 16/64' HEAD; , O� GYPSUM BOARD NAIL, 0,086 DIAMETER, 1 5/8 LONG, 9/32 HEAD. EXTERIOR LOCATIONS 1 1/2" GLAVANIZED ROOFING NAIL; STAPLE GALVANIZED, 1 1/2" LONG; 1 1/4" SCREWS, TYPE W OR S. NAIL EDGES AT 7" ON CENTER AND FIELD AT 7" ON CENTER FOR BOTH SHEATING TYPES ALTERNATE BRACED WALL PANELS SFB ALTERNATE BRACED WALL PANELS 32" 1/2" OR 17/16" OSB SHEATHING WITH STUDS AT 16' O.C. FASTENERS l/2" SHEATHING — 1 1T 2" LONG X 0.12" DIA. 25/32 SHEATHING — 3/4" LONG X 0.12' DIA. NAIL EDGES AT 3" ON CENTER AND FIELD AT 6" ON CENTER FOR BOTH SHEATING TYPES i • EDGE NAIL SHEATHING PLYWD ROOF SHEATHING FRAME BETWEEN TRUSSES & TO TOP PLATE EXTEND WALL SHEATHING BLOCK AROUND TRUSSES TO ROOF & EDGE NAIL —°— °- - 0 0 0-- o - -° — ° — /.,II 10 01 0 0 /' 10 o1 1° °i 1 1 I 1 I I * I I \ 10 01 I �. 10 01 10 01 0 oL-- - L�—� —J0 01- --J1 ---1° 0 0 — o 0 0 0 0 0 0 0 0 0 0 - - 1 1 I I \TRUSS I j ( i TRUSS 11 I1 \ / II 11 SHEAR WALL DETAIL SCALE: 1" = 1'-0" RFDET080.DWG 2' 22' � 2" PROVIDE 10d X 2 1/2" NAILS AT 6" O.C. STAGGERED C° DOUBLE 2 X 6 STUDS FOR 3" POSTS C° SIDE VIEW FACE VIEW DOUBLE STUDS SCALE: 1"