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Home My WebLink About1316 Morning Court Address: 1316 Morning Court PREPARED 3/01/17, 8:24:12 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/01/17 ------------------------------------------------------------------------------------------------ ADDRESS . : 1316 MORNING CT SUBDIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0480-0000- APPL NUMBER: 16-00000921 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -—- --------—---------------— -- --' --------------'- -—--------------- - BL1 01 8/15/16 JLL BLDG FOUNDATION FOOTING 8/15/16 AP August 15, 2016 9:12:45 AM jlierly. Scott 775-4593 August 15, 2016 5:02:48 PM jlierly. 20 UFR installed/jll BL2 01 8/19/16 JLL BLDG FOUNDATION STEM WALL 8/22/16 AP August 19, 2016 8:32:11 AM jlierly. Wilson 670-8062 August 22, 2016 10:19:13 AM jlierly. BFF 01 9/16/16 JLL BLDG FLOOR FRAMING 9/16/16 AP September 16, 2016 8:21:13 AM jlierly. Derrick 461-8319 September 16, 2016 4:23:26 PM jlierly. BL9 01 11/01/16 PB BLDG SHEARWALL 11/03/16 AP November 1, 2016 10:30:17 AM pbarthol. Derik November 3, 2016 4:11:52 PM pbarthol. BAIR 01 12/02/16 - JLL BLDG AIR SEAL 12/02/16 AP December 2, 2016 8:42:51 AM jlierly. Derrick 461-8319 December 2, 2016 4:48:08 PM jlierly. BL3 01 12/02/16 JLL BLDG FRAMING 12/02/16 AP December 2, 2016 8:43:18 AM jlierly. December 2, 2016 4:48:08 PM jlierly. BLI 01 12/06/16 JLL BLDG INSULATION 12/21/16 AP December 6, 2016 2:01:26 PM jlierly. Derrick 461-8319 December 21, 2016 4:06:45 PM jlierly. PW99 01 2/28/17 RV PUBLIC WORKS FINAL - 2/28/17 AP February 28, 2017 9:36:23 AM rvess. ', February 28, 2017 9:36:42 AM rvess. BL99 01 3/01/17 JLL ` BLDG FINAL March 1, 2017 8:17:55 AM jlierly. Derick ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------- ------------------------- ME1 01 12/02/16 JLL MECHANICAL ROUGH-IN 12/02/16 AP December 2, 2016 8:43:51 AM jlierly. December 2, 2016 4:48:08 PM jlierly. ME6 01 12/02/16 JLL MECHANICAL GAS LINE 12/02/16 AP December 2, 2016 8:43:38 AM jlierly. December 2, 2016 4:48:08 PM jlierly. ME99 01 _ 3/01/17 JLL MECHANICAL FINAL ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 3/01/-17, 8:24:12 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/01/17 ------------------------------------------------------------------------------------------------ ADDRESS . : 1316 MORNING CT SUBDIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0480-0000- APPL NUMBER: 16-00000921 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- March 1, 2017 8 18:18 AM - ------------------------------- PERMIT: PL 00 PLUMBING P IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 8/24/16 PB PLUMBING ROUGH-IN 8/25/16 AP August 24, 2016 10:45:25 AM pbarthol. Kurt 360-775-5450 August 25, 2016 1:50:29 PM pbarthol. PL2 02 11/08/16 JLL PLUMBING ROUGH-IN 11/09/16 AP November 8, 2016 8:34:55 AM jlierly. Jp 460-6902 November 9, 2016 10:14:51 AM jlierly. PL99 01 3/01/17PLUMBING FINAL March 1, 2017 8:18:31 AM jlierly. ------------------------- --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES J DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 9=62 Application Number . . . . Date 7/26/16 Application pin number 145 Property Address . . . . . . 1316 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0480-0000- REPORT SALES TAX Application type description RES NEW SFR r Subdivision Name . . . . . . on your State excise tax form Property Use Property Zoning . . RS9 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation . . . . 156699 (Location Code 0502) ---------------------------------------------------------------------------- Application desc new 1641 sfr w/ garage attached -- ------------------- ---------- - ----------------------------------------- Owner Contractor ------------------------ ------------------------ O GREEN CROW PROPERTIES INC GREEN CROW CONSTRUCTION LLC PO BOX 2439 PO BOX 2439 PORT ANGELES WA 983620312 PORT ANGELES WA 98362 (3 60) 417-3661 ---------------------------------------------------------------------------- �� Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . `�-- Permit Fee . . . . 1339.45 Plan Check Fee 870.64 Issue Date . . . . 7/26/16 Valuation . . . . 156699 Expiration Date 1/22/17 Qty Unit Charge Per Extension BASE FEE 1020.25 57.00 5.6000 THOU BL-100,001-500K (5.60 PER K), 319.20 ----------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 167.35 Plan Check Fee .00 Issue Date . . . . 7/26/16 Valuation . . . . 0 Expiration Date 1/22/17 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 7.2500 EA I ME-VENT FAN (SINGLE DUCT) 7.25 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-FUEL GAS PIPING,1-5 OUTLETS 10.65 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 195.00 Plan Check Fee .00 Issue Date . . . 7/26/16 Valuation . . . . 0 Expiration Date 1/22/17 Y Qty Unit Charge Per Extension w BASE FEE 50.00 v 10.00 7.0000 EA PL-PLUMBING TRAP 70.00 1.00 7.0000 EA PL-WATER LINE 7.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized isnot commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 7�( rt4 c Gil Date Print Name Signature of Contractor or Authorize 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: 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 3 ' Fire 417-4653 _�y Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES lr7v DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00000921 Date 7/26/16 Application pin number . . . 260145 REPORT SALES TAX Qty Unit Charge Per Extension On our state excise tax form 5.00 7.0000 EA PL-DRAIN VENT PIPING 35.00 Y 1.00 15.0000 EA PL-SEWER LINE 15.00 to the City of Port Angeles 1.00 7.0000 EA PL-WATER HEATER 7.00 1.00 10.6500 EA PL-FUEL GAS PIPE, 1-5 OUTLETS 11.00 (Location Code 0502) -------------------------------------------------------------------------- Special Notes and Comments v June 24, 2016 10:04:37 AM tamiot. ELECTRICAL SERVICE SHALL COME FROM THE EXISTING PEDESTAL EAST OF THE TRANSFORMER IN THE SOUTH/WEST CORNER OF THE PROPERTY. July 25, 2016 4:31:41 PM pbarthol. Project will result in a single story 2285sf SFR. Lot coverage 16.7W. Site coverage 23W Ditches & 8" culverts will be installed to City Standards. See Public Works Engineering for Standards. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete _. grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS = -•-•-- - during project. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. The contractor making the connection to an existing water 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. 1 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/Ceilin Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 v. 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 16-00000921 Date 7/26/16 Application pin number 260145 ----------------------------------------------------------- REPORT SALES TAX Y Special Notes and Comments ony our state excise tax form meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the to the City of Port Angeles ' bottom of the meter box lid and the top of the meter at finish grade. (Location Code 0502) Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ---------------------------------------------------------------------------- ""- Other Fees . . . . . . . . . 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 1701.80 1701.80 .00 .00 Plan Check Total 870.64 870.64 .00 .00 Other Fee Total 4524.50 4524.50 .00 .00 Grand Total 7096.94 . 7096.94 .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 AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceilin Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 THET� For City Use CITY OF SORT NOL' ■ S, Permit# WASHI N G T o N, U. S. Date Received: 321E 5lh Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsOciWflia.us BUILDING PERMI PPLICATION Project Address: 1316 Morning Court Phone:360-417-3669 Prima Bruce Emery Contact: Email:bruce@greencrow.com Name Green Crow Investments LLC phone 360-417-3669 Property Mailing Address Email Owner P.O. Box 2439 bruce@greencrow.com City Port Angeles State WA zip 98362 Name Greebn 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:3/7/2017 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 48, Riedell ll, Ph. 3, V15 P51 RS-9 063014-670480 $ 156,699 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 El Plumbing ❑ Other 11Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No D I Existing? Yes 0 No El 2 2 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater@-cityofpa-us Project Description Construct a 1,641 SF single family residence with attached garage 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. 6/21/16 Bruce Emery W�7ol J Date Print Name Signature �" Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1,641 139,485 Second Floor Covered Deck/Porch/Entry 117 1,404 Deck(over 30"or 2" floor) Garage 527 15,810 Carport Other(describe) Area Totals 2,285 156,699 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 13,678 1 all structures Z�, :457 sq ft 16.7% 117-4" Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) 3,152 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: O Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 1 5 Boiler/Compressor Size: # Heating/Cooling appliance # 0 re air/alteration 0 Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # ortable) 0 Fireplace/Gas Stove/Gas Cook Stove/Misc. 0 Fuel Gas Piping 1 1#of Outlets: Ventilation Fan,single duct # S Foram/He t Pump/ Size: # Ventilation System # EorcedAkljjjit 12,000 btu 1 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps 0 Water Heater # 1 Plumbing Vent piping # Medical gas piping #of Outlets: 5 0 Water Line ,# Fuel gas piping #of Outlets: 1 Sewer Line # Industrial waste pretreatment 1 interceptor Grease Trap) Size Other(describe): T:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx U A NIEW RESIDENCE FOR DESICsN LOADS a NOTES Z DISCREPANCIES: GREFIN (CROW PROPER=, Ema IN CASE OF D15CREPANCIES BETWEEN THE PLANS, 9 REFERENCED STANDARDS,AND GOVERNING CODES,THE MORE STRINGENT [x] C T 7f 71��7I+ i�y�7ID ANGELES, 7C�+ REQUIREMENT SHALL GOVERN. ALL DISCREPANCIES SHALL BE BROUGHT TO 1Ldyy)L 48 MORNING (COURT,y PORT lill�(�p)L;�.ES, WA THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING E•-I b WITH ANY WORK INVOLVED. :4 DESIGN LIVE LOADS: W H ROOF 30 PSF(SNOW) O FLOOR 40 PSF a D�V A W I NCz INDEX: DESIGN DEAD LOADS: P E ROOF15 PSF a0 ] A-I SITE PLAN FLOOR 15PSF w 0 DESIGN WMD LOAD: W ,4-2 FOUNDATION PLAN BASIC WIND SPEED 100 MPH,EXPOSURE C W a z 14-3 FLOOR PLAN DESIGNSEISMICLOAD: A 0 CATEGORY D1 a A-4 ROOF FRAU"ZINC. PLANW SECTIOUND N FOATIONS: wT W a DESIGN SOIL PRESSURE= 00 PSF(ASSUMED) 15 ALL FOOTINGS 514 ALL BE PLACED A MINIMUM OF 18"BELOW FINISHED GRADE Q s A-5 EXTERIOR ELEVATIONS AND BEAR ON FIR1,UNDISTURBEDSOIL. LOWER FOOTINGS TO FIRM BEARING IF SUITABLE SOIL 15 NOT FOUND AT MINIMUM FOOTING DEPTHS. !al IREATED WOOD: :y� I ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE,MASONRY, EARTH,OR WITHIN EIGHT INCHES OF EARTH SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPB-FDN AND BEAR THAT QUALITY MARC. -, PROVIDE TWD LAYER5 OF ASPHALT IMPREGNATED BUILDING PAPER I SANITARY _ BETWEEN UNTREATED WOOD LEDGERS,BLOCKING,ETC AND CONCRETE, I - SELLER BiUBB MASONRY,OR EXTERIOR STEEL. 1 �_ _ / 3 CONNECT31 SETBACK `S 78• - 4 9 TO STORI I / .I mss\ _ _ 8 GOVERED PORCH DECK 4i I II S-4 a I = I I WANALK O t / 9 I U I P 'I // LOT 48 ASPHALT I I HOUSEDRIVEWA I -,l ' I 7O'E 70' CAI' NC.APRLN II WATER I GARAGE li METER _ A GENERAL PROJECT NOTES: POWER ILi1L1T} PHONE 1 _' `_�JII / // D D�RaD)Ye ae:PaRneLL�DlduewndiE:axp oo xor xFtfmDReY bau au rpgnRw, E45EIgNi CABLE - / cR rF,xTDs a raniRrilw TN:conRDciaR DNaLL w!¢mdu ne Ru ecaE L _ / s, ,IE D]Rc d'D E,nL dLL[QCVFNI910 FIxER d5 d[pPtElEp PFURCi. � C-' . S la•3T'pp �_ —� $�_ •p� v aL wRc lNRL ruraa+,D,wF roa RIETwdrlrauL RESIwnNL rnDE.'o.x,Lex cmE!oR GI E 149.71, -�__ o C�7' coerExlD,w,.Lr�arsirwc rT`1 � __ // xD,Y.dLE DFmNt6 rFlai dLL eFWIOB N,If ffDD dm xD,RY dRCN,ECt q _ lTfDldrtLi R iNi DD6EEE,YED. D FCj-xy-\i! - - MECHANICAL NOTES: BE_x&A—IC F:k4 AIC:k4 N N DY!/RWED lPdcED e)ID&YLL DE EOIPPEDiNM L ' C�CRpRAPt DUT4RS ),dLL IME&CD Dxut BE REEif PR05 WDx 9,CxiLDY P.RE,4u'IER !,PRDrq[dqt DdP di DIDIWSiFR ® u Dqr prcER vgrt,D onlwE uCM d PUCu+LexD,x P N'D'. F—i SITE PLAN NFDDED�ED,D�ED�DRPaI,INeEeEL.E+sDeDRP BI N e, „.11- 1 DE1EttoR!DRKL fEDEr.E DEIP PRRWRr PIIUFR Hqn RE Eulpvn tRUY wix OCALEE•I" lo'_G° NORTH ABdFT v PgOviDE BE WxD—T—b d,IW,ER N DRIP PM I , . y� (V t ` �w x y ` 9 �41 IRA #!, R n co {F. a � M N o ' M , rn M � . t ------ - - _= I ----------- I 7— — — 4M PW I I C —_ I—: I'° rome'tawWAM I `n"W L J L J—,_,—,F7*., *."... —, ORMIL 36- 40- 16 C=F l` D I•. to c steam .'..'. .. .. I .i . .. `ir•a ..-7. �. � RYIi NPAN I@NLIICPtl WpR.. _ I I :, a m�r►�ee1m NBaR ue �' II I. I — I ,., ' wc°"°aa'`+r�vw •.. I � r— . ;— ----- II': II '� � III � � I L.:.. ,, . :.. '•,, ;'• ,'` "I I wnL� ,,,0J. e'•e' e'•e' 6'-0' ��'O' i{18P TOTAL CRALLI/FQ:A LMM 141 DIVIDED BY W.e SP NET VENT AMA REOID 16'x9°VENT.0!e EP a DNlM EY Oe3.1 VHNTe REO'D 1 V"eF m CN DRAM ALL V"TO"A 6CFW* LOT.tR MG FLOOR PL,4N I �o'-a n" NORTH --�. .�.�.:,. __ ��_-...::.. � ,, A) � ��- w�m� Zi mpg�►� ��T� � WbLZ a} 2s arch �'j� 3" PO-,V- WIT)' �7�mp5or� t77"rZ � M.ampbon M.eAT14 Pdjr7 V2"1 A,Pi )o �Y,1v i�MlnvT. i �° LO J iaNr� Sl w�p svr S�iT�j I�P I --- E TD) 3`i F?O'X-- will-' Si`mJx,oN ' I�hl�1r✓ -5> Z°5 ONMG �� mow;lt -° PNh 51 m p5li►� sZ,p, n�5U7445.5 li LAINDRY A Atio 61 -5 �sirn��or� ° °°° s 2 tvdLL (� 1 b ps.,5 is-51753 BEDRXM 3 ;� BAtH wA LL ,# ---- 3 . _ w mom C6 - wn� � Z AWM LOT Y FtG FLOOR PL,4N OCALS.vs^ , r-O^ NORTFI Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 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 2015 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 w 1316 Morning Court . .t Kurt Hansen .® m' 7755450 JVA JJVW. Heating System Type: *All Other systems OHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions w....- Port Angeles Design Temperature Difference(4T) 42 F� AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) _ 1,641 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) Ism, 9.0 14,769 Glazinq and Doors U-Factor X Area = UA Instructions . 0.30 288 86.34 Skylights U-Factor X Area = UA Instructions 0.50 - Insulation Attic U-Factor X Area = UA Instructions 0.026 61;641, 42.67 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R-Value NO selection --- Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions a 0.056 1611,287 1 72.07 R-21 Intermediate Floors U-Factor X Area UA Instructions R-30 0.029 _1;641 . 47.59 �� Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions Select R-value l-M No selection 0 --- Slab Below Grade(see�oure 1) F-Factor XLen th UA Instructions Select conditioning No selection Ulm, --- i im u Slab on Grade(see Figure a F-Factor X Length UA Instructions - NO Selection `'A Select R-Value � --- Location of Ducts InstructionsDuDuct Leakage Coefficient No cts, 1.00 Sum of UA 248.67 Envelope Heat Load 10,444 Btu/Hour Figure 1. Sum ofUAXAT Air Leakage Heat Load 6,699 Btu/Hour Volume X 0.6 X AT X.018 AboveG de r Building Design Heat Load 17,143 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 17,143 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 24,001 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) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 1316 Morning Court Green CrovVProperties Port Angeles WA, 98362 AWN E,", Kurt Hansen � 360-775-5450 w This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones° w R-Value U-Factor Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9,kJ 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 Slabd 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. P]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. ❑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) 1a Efficient Building Envelope 1a 0.5 ❑ 1 b 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 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 121 1.0 3c High Efficiency HVAC 3c 2.0 ❑ 3d lHigh Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 "1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http:/Iwww.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC pdf FOUNDATION PHASE COMPLIANCE REQUIRED INSPECTED APPROVED ❑ 1. Slab insulation R10 required ❑ a. Exterior b. Interior—from top of slab—24" vertically or horizontally—2" nailer allowed. 0 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 CFM Manufacturer CFM(A W.G.) Intermittent/Continuous Kitchen Fan 100 CFM /25 CFM KenMore Khs2040 300 Bathroom fan 50 CFM /20 CFM NuTone QTN110E 110 Bathroom fan 50 CFM /20 CFM NuTone QTN110EL 110 Bathroom fan 50 CFM /20 CFM Laundry fan 50 CFM /20 CFM NuTone QTN110E 110 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". W'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. ❑ 0 8. Mechanical fresh air ducts shall be insulated to R-4 in conditioned spaced. ❑ 9. Heating system requirements will be met with the following: �0 , Type of heat: Ductless Heat pump 6 Mfr. FuiNsu Model#Inside unit:AOUI2RLEC.Outside unit:AUURLF Output 12,000 BTU 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 ❑ L� 14. Window specifications: Manufacturer U-Factor MilGard Style Line(opening windows) .30 MilGard Style Line(Picture windows) .28 a---1-5. Skylight specifications—Maximum U-factor= .50 ❑ # of Skylights Manufacturer Area U-Factor ❑ 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/comers ❑ 18. Standard air leakage is complete and installed in the following: ❑ a. Between sole plate/subfloor b. Wring/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: 0 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 ❑ 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: Plywood w/exterior g u OR Poly > 4 mil, OR Backed batts Walls: Poly>4 mil, OR Face-stapled backed batts, OR aor Retarder Paint(Not PV 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. 0 ❑ 26. Ceilings with attic above shall be insulated to R49. ❑ ❑ 27. Single rafter or joist vaulted ceilings shall be insulated to R-38. 0 ❑ 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: Codel Fiberglass Front Door.20 Door No. 2: Codel Fiberglass Kitchen Door.20 One exempt door allowed, Door No. 3: ❑ 29. Fresh air shall be provided for each dwelling unit as follows, choose option: 0 ❑-/Tested, screened, controllable, through wall port N Vented window frames C 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. ❑ ❑ 33. Loose fill insulation OK if maximum ceiling slope no >3:12 and there is > 30" clear 0 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. 0 ❑ 35. Clearances shall meet listed, minimums between insulation and chimney. 0 ❑ 36. Attic hatch insulated to ceiling R-value and weather stripped. ❑ ❑ 37. Attic access shall have wood dam to retain loose fill insulation. 0 ❑ 38. All exterior doors to be weather stripped. 0 ❑ 39. Heat pump thermostat shall have programmable capability. ❑ 8 ❑ 40. Caulking is installed around light fixtures and flue penetrations. ❑ ❑ 41. Service hot and cold water piping to be insulated to R-3 in unconditioned spaces. ❑ ❑ 42. Service recirculation hot water piping shall be insulated per code. ❑ ❑ 43. Supply ducts shall have volume dampers to balance the system. ❑ ❑ 44. Programmable thermostat with a minimum 5—2 schedule for main HVAC system. ❑ ❑ 45. Readily accessible, automatic or manual means provided to restrict or shut off heating ❑ input to each zone or floor. ❑ 46. Backup heat prohibits simultaneous operation of primary system. ❑ ❑ 47. Spot exhaust fans to have timer, dehumidisat, or switch. ❑ ❑ 48. Showers and lavatories shall limit floor to <2.5 gallons per minute. ❑ ❑ 49. All fire places shall have: ❑ a. 6 sq. in. of combustion air supply duct with damper connected to fire box b. Tight fitting ceramic glass or metal doors c. Tight fitting flue damper ❑ 50. Solid fuel burning appliances shall have: ❑ a. Tight fitting ceramic glass or metal door b. Outside combustion air source directly connected to fire box c. Exceptions—see code. ❑ 51. Recessed lighting fixtures shall be IC rated and labeled under ASTM E328 with tested ❑ air leakage <2.0 CFM, no slots or holes in cans, caulked or sealed between can and ceiling. ❑ 52. Indoor lighting shall be 50%compact fluorescent(pin based, or screw)or T-8 ❑ or smaller lamps. ❑ 53. All outdoor lighting permanently mounted to a building shall be high efficacy, or have ❑ a motion sensor and photo daylight control. 9 Window, Skylight and Door Schedule Project Information Contact Information 11316',Moming Court Kurt Hansenx 7.7575,450 k Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) Manuf 020 1 13 1"74167P 20.01 4.00 Exempt Glazed Fenestration (15 sq. ft. max.) Q , 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Mil aid?S feline Pic. 4 Man-f 0'28.v 1 2 =. 6 012.01 3.36 Mil ard'%le;line SH �. Manuf 0.30 3 3 �_j U 5 ° 45.0 13.50 Mil and S yl&line Pic. ' Manuf 0.28 2 °' 3,,U 9A 5 ° 30.0 8.40 _m � Mil and Style line Pic.' R§W Manuf 0:28 3 3 a 6 ° 60.0 16.80 Mil ard;Style,line SH 30 Manuf 0' . 1 2 ° 6`' ° 12.0 3.60 Mil arafStl eEline HS �_ Manuf 030 1� 6 ° 4 ° 24.0 7.20 Mil and"Stl a 6e SH 210k, Manufi 0.30 ;1L 2 AM 4 6 9.0 2.70 w' Mil and S'le line HSANINS& Manufc 0.30 1.' 512 4 . 6 22.5 6.75 � �. Mil and Style line SGD Manuf 028 1 8 ° 6r 6 53.3 14.93 h -M Fri0.0 0.00 n$ 0.0 0.00 0.0 0.00 �. 0.0 0.00 "t AN&Ly ,. TA 0.0 0.00 "- 0.0 0.00 r MEW- • � 0.0 0.00 .a AL Am 0.0 0.00 _. �.. � . 0.0 0.00 filo} " sow" 0.0 0.00 a # F g -, $ 0.0 0.00 b 0.0 0.00 , xIL 0.0 0.00 . ..,: . Aim, . 0.0 0.00 0.01 0.00 a 0.0 0.00 WA 0.0 0.00 - a 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 IWAYr. ; ,IN '' 0.0 0.00 P 0.0 0.00 I 0.0 0.00 M, w 0.0 0.00 0.0 0.00 p 0.0 0.00 a 0.0 0.00 a 0.0 0.00 0.0 0.00 °r uti - 0.0 0.00 0.0 .00 � t 0.0EO-00 Sum of Vertical Fenestration Area and UA 1 267.81 77.24 Vertical Fenestration Area Weighted U= UA/Area 0.29 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet "°h Feet "0h Area UA v ,. 0.01 0.00 a" INA IS 1001 IS0.0 0.00 Y= NEW 0.0 0.00 . owl;% is 0.0 0.00 ` , 1-11010 E 0.0 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 287.81 81.24 LIID13IF I L 4 _ A R C H I _ �$ 319 s.peabody,suite bi port an eles wa 98362 360.452.6116/fax 360.452.7064 w_:;, .t .yer P�o'ect: dmtO4.#pW L4r Pro'ect No. Sjbiect L1411! BY: Date: )\,A ;_:;Ip I Sheet of i LINDBER(f,8NUM A R C H 1 - C T S- 319 S.Peabody,Smite B.,Port Angeles,WA 98362 360.452.6116/fax 360.4517064 contact(a?,lindarclLcorn/ww-w.lindarclr.corn Project: Pra ectNo. Subject: B Date: ' '�•13t / •S et o - r SHEAR WALL SL 4MARY W L H V V(L SW VH-WL/2 POST HOLD DOWN �3 rJ Z r Z311 —Orr.2 qv • ��5 l�(ol 2�.$ ��' 0) tom 695 lv p 101 -" 1�bW Z- b 6- 15'/ 511 5,0b :3'k x-50 2 . 3 I ll GvG pj:20 A • � A � � `? � 252 ,, 3�J 5 �1r�¢ 3' �7"7"� � -VALLOF1T)r1 FoaFoP-MSISBEARWAL 5"E4R UJ4LL � 2. MAXIMUM SNEAK = 200 P.L R USE 1/2" 5NEATiN6 e ONE SIDE OF !!BALL. INIAIL ALL EDGES illi N 6j, NAIL A o" Of, EOR FRA. iNG, USE DF NO,2. PROVIDE i/2'' D!AMEiER AN:ICOR BOLT a AT 4r^z„ f i IM C /'} _ O.G. , IAXIMUi SP.4C�hG AI/` �!-!L_ y OuNVA"ION. FOR TIE 11ni'I' I �:i A EAC. ! END .niF T-ii� �.J . 4` 1 �d-� /'i�i�'�I/� 1, Kri. dam/ iI�� R I" Nj. 3. MAXIMUM SSI=AR a 2-0 F).L. . 4`iNG� !ALL. N. !L A D- ,i — 4, e 0.�. OR FRAMING: UaE DIF NO,2, ='ROVI�E 1!1'' DIAMETER A�G�OR BOLTS 4T 32 O.G. 'AXIMUM GAGING 4 Ta!=E FOUNDATION. FOR i iE DO�UJNS AT EAC-1k END OF T i-IE ,UALL, SEE �R,4 G'Si E4F �L,�N- MAXIMUM SHEAR = 31S P.L.F. USE 1/2'' 5HEATING - ONE 51DE OF 'ALL � r f �, NAIL ALS E�i�E� lJi T N 8a A.T 5" O.G. FOR- =R SSE DF NO2. PROVIDE /2" DIAMETER 4NC;40R BOLTS rT 32" 0r�`, A- T�� c T f -�- i , �.JND f- . ON. FOR T I= ✓O 1N1 I �, �`! � 1D Gi I� e' , 5�� `1�CF�. 'I �� MAXIMUM 5l--fE.4R = 3 i/l ✓Wt AT :s0, n! 4`' ' O �R , J,2. ' /!Di � � , f= E^: i'�I' ,fes i�7 t=,!/24" �� sem': •, .0 sem'✓VJF`t / f-`.�' a.e'"y J' IN' r-': XiMUM 5i- E4�C_�g _ _iH 1/2" 5�4=_ (S-4I � :s+�'s� vi 6� `�� :.J.^— �., Ni, '-� C.c.s. �'� —Kr-I�i N� Iry ✓,'� +~ I��✓ / L t :.e �—�.�' s:✓I b Y r �� 1� ✓ _ 6r. i J -'A�" %i.i'..-',ETER ER ACI iR 5 rO; -c - 0UND4Ti0N_ FOR TIEE '`.0 SEE FR.4^1!NGiS 'EAR FLANS. i. MAXIMUM SMEAR = 5&0 .LF. USEi/2" 5.!E ATING - ONE SIDE OF 114LL. N41L ALL EDGr=S WI HiCd. N41-IS LT 3j'"j C.C: FCR FRAMING, USE 3X DF N0.2. DC!UBLE 5i OM FL>A T ES ARE ANC�GR G! r.-YE D1A iE ER ¢;NG GR ECLTti A 2�' C.'-, r iAXi"I'UM ar-ACING 4T jL E FCUNDLTICN. SCR T IE CL LTE u'E /L' S QA-;r�G - CNE vi ✓E OF LUALI N4 4L L � tV�. Gii ;Go Nva'' G � .; ! L:. AT t i/2' C.G. S AGCsERE D. FCR FRLI INS USE 3X DF NG.2. -' CUBLE BCTTG FSA Ev ARE REc�U Rte,., BCS THROUGH TlL-' A 4 ,G' !_-G E Ui' ''CR ::G; PRCVIDE S/E" DIAMETER ANGOR BCL TS :^T 20" G.G. ' IAX!MUr'' CFACING LT THE FOUNDATION. FOR TIE DO!NNS AT EACH END OF N IE WALL, SEE FRAMING/5PlEAR FLANS. 9. MAXIMUM SHEAR = 170 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH IOd NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT IS" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS, 10. MAXIMUM SHEAR = 8l0 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH Sd NAILS AT 3 1/2" O.G. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. I1. MAXIMUM SHEAR = 980 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH 86 NAILS AT 3" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 12. MAXIMUM SHEAR = 1,200 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH IOd NAILS AT 3" O.C. STAGGERED, FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" O.G. MAXIMUM SPAGING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 13, MAXIMUM SHEAR = 1,540 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.G. STAGGERED. FOR FRAMING, USE 3X DF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS, PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 14. MAXIMUM SHEAR = 1,140 P.L.F. USE 5/8" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH lOd NAILS AT 2" O.G. STAGGERED. FOR FRAMING, USE 3X DF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 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 0 0 0 0 0 0 / I I \, III II •/ I I \ / 10 01 \ I 1 10 of Io °I \ I 1 1 1 I 1 I I I 1 to ofto of I I •/ to of to 11 11 of 1 to of — o oL - - - 1-1—� _ Jo o __ � J1 --- 10 a - - 0 0 0 O 0 0 0 0 0 0 0 0 --- - - - -- - -�- -- — — —— ——— — - - I j I j \TRuss I j I j TRUSS II II \ / II II II II \ /� II 11 II II /\ II II SHEAR WALL DETAIL SCALE: 1 " = 1'-0" RFDET080.DWG ---------- PROVINF 1Od X 2 1/1 NAZI -i Al 6" STAGGFRFN NOLIBI F ? X 6 .`;f I INS ---- .1 FOR :3" POSTS � 6 1 SINE VIEW FACE 'VFW [K) UBLE U T U D SCAI__E: 'I = 1' -0" - ROOF EDGE NAILING O O WALL EDGE NAILING - - - AT TRUSS PLYWOOD SHEATHING - SEE SHEAR WALL SCHEDUI.-F--�� ---- ----- TRUSS WALL EDGE NAILING ----�.� AT TRUSS WALL EDGE NAILING - - TO TOP PLATE DBL. 2x6 TOP PI ATE -- --� WALL// R00F D TA D -- — — DI VIAIf\ Dr)OE- CLIC A TUINVI C D A kdC DCTME l-NI TI7I ICCL—Q V. DOUBLE TOP PLATE ° ° °i SIMPSON MSTA36 ° ° ' STRAP FORM STUDS ABOVE BEAM TO BELOW 0 ° DOOR HEADER 0 ° CONTINUOUS FORM °l SIDE WALL TO SIDE WALL VERIFY SEE FRAMING PLAN (2) 2X STUDS ° AT EDGE OF DOOR END OF DOOR OR WINDOW CENTER WALL SUPPORT SHEAR WAE� @ HEADER SCALE. �b Wp L-L S ,O W,Ol A ) M-e7 7-c, Z a' WALL 'Z aoanMw 1 3�' OW- W1Q)J -27 Agp7": O6TJ b7 J ZIQTCHEN z2 _ M.MlRlXm M.BATF► 0 otj r-7 '/2t1 A,P7 pc.�T- wc�� cj� tynpgaN IJhL�2 600 O Polr- will-' �1`Mr otv ' lat7tl)�'--51xj2 �5 DMMG a CLOSET IIS Wo LANDRY ANO `71M p,�PON 2Z+ if At,)&iv -t;r-1/165 !v u(o An�p 5�� s1 rrt�SoN �° W° 2 w1�LL !� l b � bS«�r, -5b53 i eEDRooM � -70-] BBATH LIVNG Q Re 9b6 ne r---- = s 3 ) •d �+ naa+ - SP�, 7'' 14 g s 2033 L � r------i 7 ---J DEN Cs.4RA� t 'I37 — _ _ W AIL � � 1 90'x70 CONC,IFlI011 VuQ & �-� �o L�- f=L LOT 40 MC aofg ff � f ACAL '�L Al� NOIlTI.1 �.W giro 7—yf!RAD! . _ - -- . — . — , +_., _ I CWT)�iA,War ' roar Ada1oR -d� . --- - L _ aoe;• I I r r I— I � in in I I - - - - - - '24 _ _ _ a ar cart eTar•wa l V"AMN vert16 CMRAP — . — —• — • — • — .I TIPICAL --- - '8th. 7-7 ON=T@DeaRADe 6'•s- 20'x 7d CM~ wALG z - V- r�A�I SPACE lMTM pry0 Atirus- 6'•6" 212'-O" hi841 V TOTAL.CRAWL AREA 841 DIVIDED DT 90"6 V NET VMT AREA AND � 441-V I61xb"VENT■On SP 6 DIVIDED BT 099"1 YM REQ'D 1 YWM BNOIW ON M" ALL VM TO HAUL°SCREW LOT 41 MG ® ' 6C64Lts 1/4" • 1'-O• G- NORZTI.1