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17321 84TH AVE NE_BLD20120160_2026
Q� BUILDING INSPECTION REPORT GYM Y �,. Permit No. (a_ O l to D Address: _)739-1 $ql"- Contractor: 6or ieYSfDrrG 9�C t N G'c Owner: Date: APPROVAL PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ®Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: p� P � \ BUILDING INSPECTION REPORT Gar Y ��f Permit No. /Ort 0/�y O Address: 17391 g 14-N 9�C1 N GKO Contractor: COrn�'S-�v�G r�brrlCS Owner: ri'1lr S�v✓� ffa'YIeS Date: APPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before c Inspector: Date: a- ® Under-floor ® Framing ® Gas Piping ,"Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT —} Address:17321 84TH AVE NE,ARLINGTON Permit#:BLD20120160 Parcel#:01089200000600 Valuation:$279,000,00 APPLICANT CONTRACTOR f CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC JP LAMPINEN JP LAMPINEN JP LAMPINEN PO BOX 14424 PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 MILL CREEK,WA 98082 jp@cornerstonehomes.us jp@cornerstonehomes.us Lic#:CORNEHN9470A Exp:9/1/2012 PL[1.M8iNG coN- t%crOR .jb�i NIECHANICAL CONTRACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lic#:ADVANPL917LS Exp:6/10/2013 Lic#:INNOVCS895PM Exp: 10/14/2013 JOB DESCRIPTION Single Family Residence PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A ERNffrAPPROVAL t I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A t EOF CCUPANCY HAS BEEN GRANTED.IBC110/IRC110. NO[IC Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return d C ty )lArlington#3101. IlZeI12, s a Print Narne Da Released By Date = ARCHIVE = APPLICANT ASSESSOR OTC BLD20120160 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.T1113 PERMIT COVERT,WORK TO BE DONE ON PRIVATE PROPERTY ONLY,ANY CONSTRUCTION nN THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Protect e3asting tail piece • Replace the brass fittintg on the tail piece if missing PFRNUT FEES Date Descripti wee Amount Paid Balance Due' 7/19/2012 Plumbing Permit Fee $265.00 $0.00 $265.00 7/19/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 7/19/2012 Building Permit Fee(QTY:1) $2,557.82 $0.00 $2,557.82 7/19/2012 Building Plan Check Fee(QTY.1) $1,662.58 $0.00 $1,662.58 7/19/2012 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 Total Due: $4,599.90 $0.00 $4,599.90 CALL.110RINSPEMONS BUILDING/INGMEMINGIPARKS/U1,II.1M/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • GPlumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Ederior • C-Framing • C-Insulation/Caulk C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor BLD20120160 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 -� BUILDING PERMIT PERMIT#: BLD20120160 OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED O ADDRESS: 17321 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 7/10/2012 J SCREENS: Select Screen... �- FUNCTIONS: Select Permit Function... - I SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION_ ASSIGNE.. I DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 2000 C-Building 1 7/13/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 7/13/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PennitTrax/Module_Permits/Permits_Permit/Permit_.Reviews.as... 7/10/2012 (D Cj z � � fD a O d 00 z � o W r p t� z oq CD ° z A H CrJ � :C CrJ nZ H Cn (D > tz m ~ ~ H O n Z O o r) r r z o � � Pt (D O C�i-1 OIt d d a zd ® CL o C y Z ny r t7l O ai w C7 p � � n rO C� trl ml d O CA z � n r� G� n n 0CD r Oargq o x o0 z Q Property Address: AA. A,rl n!' Ton 90233 Conditioned Floor Area 241S75: Date GI / /3 12012. Builder or registered design professional 4C0'h2PCdon•e2 X/0!.h PC Signature: J2Q R-Values Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors R- Below, int. R- R- I Below, ext. R- R- U-Factors and SHGC NFRC rating (or) Windows U- SHGC- Default rating(chapter 10 WSEc 2009) Skylights U- SHGC- Chapter? option(s) Total Chpt. 4 Credlts Heating, Coolfrua &DomesircHot Pflater System Type EMdency cl �G • Heating G4-S fe>r I-v- ✓h c e Cooling lv DHW Qi ►'1G�i TGw�les y �ya ` Duct& BuUding Air Leakage All ducts &HVAC in conditioned space (yes/ref ) Insulation R- Test Method: s( Total leakage _Leakage to exterior _,X Air handler present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA= o,vt2IF Ott site Renefvable Energy,Eleetile Power System System type: Rated annual generation Kwh 1 ...0/-Ov 10 Insulation Certificate/Attic Card/SLA Testing Batts and Blankets Thermal Performance(Attic Application) When Installed In accordance with the manufacturer's The slated thermal resistance(R-value)Is provided by Installing In accordance with the manufacluers InstruclIons,the required number of bags recommendations,Knauf balls and blankets will provide per 1,000 sq.fl.of net area,at not less than the labeled minimum thickness. Failure to install both the required number of bags and at least the the full R-value: minimum thickness will result in lower insulation R-value. To Obtain An Insulation Installed insulation should not To Obtain an Insulation The number of Contents of this bag should not The wetght!SF of installed installed Insulation should resistance(R-Value)of. be less than: resistance(R-Value)of: bags/1,000 SF of net cover more than, Insulation should not be not be less than: area should not be less less than: R-38HD 10.25" R-60 31.7 31.5 SF .952 LBS 19.75" R-38HD 12.00" R-50 25.8 38.7 SF .774 LBS 16.75" R-30HD 8.25" R-44 22.1 45.3 SF .663 LBS 14.75" R-30 10.00" R-38 19.0 52.7 SF .569 LBS 13.00" R-26 9.00" R-30 14.4 69.7 SF .431 LBS 10.25" R-22 6.50" R-26 12.4 80.9 SF .371 LBS 9.00" R-21 HD 5.50" R-22 10.4 95.8 SF .313 LBS 7.75" R-19 6.25"" R-19 8.9 111.8 SF .268 LBS 6.75" R-15HD 3.50" R-13 6.1 1164.3 SF .183 LBS 4.75" R-13 3.50" R-11 5.1 1 197.6 SF .152 LBS 4.00" R-11 3.50" Bag Weight-Nominal 30 lbs.,Minimum 29 lbs. This product comforms to the performance requirements of ASTM C 764.Type I,and cancelled R-8 2.50" Federal Speciflcauon HH-1-1030B,Type I,Class B. R-Values are determined in accordance with C 687 and C 518. "'R"means resistance to "R-10 in a 5.5'cavity.Conforms to ASTM C665 and heal flow. The higher the R-value,the greater the Insulation power.To get the marked R-value,It Is eseenllal that the Insulation be Installed Federal Speciflcalion HH-I-521 F, properly. If you do It yourself,get Instructions and follow them carefully. '2009,,WS C RiildiithtiarEiijidi CComgllanee Certificate l3uil.dl119 Ais�l gakage Framing Adjustment To compensate for framing members,the number of bags per 1,000 sq.ft.of area to be Building Air Leakage target: SLA Less than 0.00030 Insulated should be as shown below. R-Value Joist Bags1MSF 16"O.C. Bags/MSF 24"O.C. Tested Leakage SLA: = Dimentlons Framing Frarrllnfl_ 2x4 31.2 31.3 lBuilding Analyst Technician : Roscoe Day BPI#CAN10518 R-60 2x6 30.8 31.1 2x8 30.6 30.8 2x4 26.3 25.4 R-50 2x6 25.0 25.2 tVV RaYalua' Sta dad 2x8 24.6 25.0 Attic Area W 49 49 2x4 21.5 21.7 Sloped Ceilings V 38 38 R-44 2x6 21.2 21.5 Walls R•' 21 21 2x8 20.9 21.2 Floors over an unheated crawls ace) I R-' 30 30 2x4 18.4 18.6 R-38 2x6 18.1 18.4 Completed as of: 1012612012 2x8 17.8 18.2 2x4 13.8 14.0 Site Address: Eagle Heights Lot 6 R-30 2x6 13.6 13.8 17321 84th Ave NE 2x6 13.3 13.6 Arlington,98223 2x4 11.9 12.0 Home Builder R-26 2x6 11.6 11.8 Signature: 2x8 11.3 11.6 2x4 9.9 10.1 Home Builder Cornerstone Homes NW LLC R-22 2x6 9.7 9.9 Address: P.O.Box 14424 2x8 9.7 9.7 Mill Creek Wa 98082 2x4 8.5 8.6 R-19 2x6 8.2 8.4 2x8 7.9 8.2 Insulation 2x4 5.6 5.8 Contractor: Magellan Insulation R-13 2x6 5.4 5.6 22706 58th Place South 2x8 5.1 6.4 Kent,WA 98032 2x4 4.6 4.7 R-11 2x6 4.3 4.5 2x8 4.1 4.3 l ' RESIDENTIAL PERMIT i` SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration Also Including: ED Plumbing (ED Mechanical Project Address: 17321 84th AVE NE Arlington, WA 98223 Parcel ID#: 01089200000600 Lot#: 6 Subdivision: Eagle Heights DIV 2 Project Description: New SFR Valuation: Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1"Floor: 1070 2nd Floor: 1383 3rd floor: Deck: Garage/Carport: 598 Basement: Project Valuation: Contractor: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contractor's License Number: CORNEHN9470A Expiration: 9/9/2012 Plumbing Contractor*Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th ST SE City: Snohomish State: WA Zip Code: 98296 Contractor's License Number. Expiration Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Con c or's License Num • INNOVCS895PM Expiration: 10/14/2013 dereb certify that th bove information is correct and that the construction n, and the occupancy and the use of the above- d property in ordance with the laws, rules and regulation of a -ate offivashington. pli ants Signature / Date E: /L_ Print Applicants Name RECEIVED FOR STAFF USE ONLY Ub orD12-b(!tea -Cr-- CCA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (Including Rough-Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier _ Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 1.5 Laundry Sink 1 X 1.5 = 1.5 Lavatory(Bathroom Sink) 6 X 1.0 = 6 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 4 X 2.5 = 9 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture Units 38.5 Traps other than above items J Column Totals Estimated Project Valuation Building Square Footage 2453 1st Floor 1070 2"d Floor 1383 3`d Floor Basement Deck Garage 598 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 50 feet. C. Difference in elevation,between meter and highest fixture: 16 feet above meter or feet below meter. ressure in streetrailairl psi. (Measure with gauge or check with Water Department) ereby certify that the bove�information is correct and that the construction on, a d the occupancy and the use of the above- escribe property will �rdcordance with the laws, rules and regulation le tate as�n. 7Appl' a s Signature ate RECEIVED / JUL 0 9 2012 COA PERMIT CENTER 8 stb?b)PL01(oo RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Project Address: 17321 84th AVE NE Arlington,WA 98223 Parcel ID#: 01089200000600 Lot#: Subdivision: Eagle Heights Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Please List quantity of fixtures below: + FURNACE UP TO 100K BTU 1 CLOTHES DRYER 4 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM 1 FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP 5 VENTILATION FANS OTHER + VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contr is License Numb r: NOVCS895PM Expiration. 10/14/2013 I ereby certify that the ove information is correct and that the construction on, nd the occupancy and the use of the above- escribe property will b In accor ance with the laws, rules and regulation of the o of Wa ington. 7 � 4� Ap is nts Signature 0 to JP Lampi en i Applicants Name FOR STAFF USE ONLY too A! 460- 1 JUL 0 9 2012 Permit# Accepted By Amount Received Receipt COAMWOENTER 2010 CJY I / RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential CD Addition/Alteration Project Description: New S F R Project Address: 17321 84th AVE NE Arlington, WA 98223 ParcellD#: 01089200000600 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address PO BOX 14424 Mill Creek State: WA Zip Code: 98082 .- City: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorativ 'Fond/Fountain ❑ Private Well ❑ Hot4inag Re-circulating Heating System ❑ Swl ElOtherAuthorized Signatur Date: "( � For Office Use Only Date Received: Survey Received By: RECEIVED Assembly Required: DCVA ❑ RPBA ❑ AVB ❑ Other JUL 0 9 201 . Inspection Required YES ❑ NO ❑ _ COA PERMIT CE TER Ow q'D12-DT lgo HOUSE 1716 WALK/PATIO 120 LOT COVERAGE 1836 LOT SO FT= 7295 LOT COVERAGE= 25.2% 1836 SO FT/7295 SO FT BUILDING HEIGHT= 27'6" 72.64' c 14 my Nr r'o ® z� 11 I I PATIO 14'-01!' r - - - - - - - - - - - - - - I I I 42'— O I I I I I I I 2453 10 I w I I A I I I ' I GARAGE c I I I � I I I I I I IS' I I I PORCH 1 I ( A I L I I I 0 14' 5'-4' RECEIVE® ® QNF 30.01 M. JUL 0 9 2012 4' COA PERMIT CENTER 42.6 2' LOT 6 PLAN: 2453 17321 84TH AVE NE ARLINGTON, WA 98223 SCALE: 1 "=20' CORNERSTONE HOMES NW, LLC SITE EAGLE PLAN PO BOX 14424 MILL CREEK WA 98082 HEIGHTS OFFICE(425)338-5888 ■ ■ ZON20120068 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIE,r COMMITTEE PERMIT#: ZON20120068 Ls OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS: APPLIED ADDRESS: 17321 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 7/10/2012 SCREENS: elect Screen... Q FUNCTIONS:iSelect Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE.. DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 1002 P-Engineering I LPETERS... 7/12/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 7/12/2012 0 Y N Assign Remove 1020 P-Sewer FRAPELY... 7/12/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPARD 7/12/2012 0 Y N Assign Remove 1028 P-Water EANDER... 7/12/2012 0 Y N Assign Remove 1032 P-Utilities I LTAY _ 7/12/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 7/12/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 7/12/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 7/12/2012 0 Y N Assign Remove 2014 C-Planning I THALL 7/12/2012 0 Y N Assign Remove https:Hcoapermits.arlington.lo cal/PennitTrax/Module_Permits/Permits_Permit/Permit_Reviews.as... 7/10/2012 ' RESIDENTIAL , SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 7/6/2012 Address: 17334/84IJ AVE NE Arlingt ,WA 8223 Plat: Eagle Heights Lot 6 Owner/Applicant: cornerston Hops NW LLC Signature: ✓ Zs Ve cation of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425-338 888 (C) 425-923-0926 1. Please check on . ✓D a. Single-family dwelling [Zk b. Duplex c. Addition d. Accessory structure 2. Proposed Dimensions: W) 42 L) 48 H) 26 Total SF) 2553.25 3. Allowed Lot Coverage: Total Lot Size 7295 SF x 35% = 2619.75 SF 4. Actual Lot Coverage: (SF of all structures) 1836 _ 7295 (lot size) = 25.2 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): Budd NEW sFR OFFICIAL USE ONLY PROPERTY ZONED APPROVED _� DENIED a& 0 9 2012 INT z oN ab 19. obU8 HOUSE 1716 WALK/PATIO 120 LOT COVERAGE 1836 LOT SQ FT= 7295 LOT COVERAGE= 25.2% 1836 SQ FT/7295 SQ FT BUILDING HEIGHT= 27'6" 72.64' cI =1I r it <r NIA mlo ® ml z if I I E_PATIO 1 ,-7+, 142' I 1 1 I I 1 2453 o I I A I I I 1 GARAGE m 1 1 I I I I I 1 I I 15' I I - - , PORCH I 1 0 14' I 15'-4' RECEIVED 30.01 �_ ® A- 4 JUL 0 9 2012 ' CCA PERMIT CENTER 4 2.6 2' 0LD 2v1 a LOT 6 PLAN: 2453 17321 84TH AVE NE ARLINGTON, WA 98223 SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC PO BOX 14424 MILL CREEK WA 98082 c ORNERSTONE PLAN <, MES H E I H TS OFFICE(425)338-5888 ■ '� ■ ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. /acknowledge t t all items de 'gnated as submittal requirements must accompany my Building Permit Application to a onsidered a c mplete submittal. 1 Signature: Date: O I ner/Ow a 's Representative I i Company Comerstone Homes NW LLC Phone: 425-338-5888 RECEIVED 6 COA PERMIT CENTER RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings FTwo (2) sets of engineered drawings and calculations (If required) F_ Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18" X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 10 Retaining walls. 11 Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14 Show all floor insulation. 15 Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 j' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38" from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 f RESIDENTIAL PERMIT ' SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. ✓❑ DOORS & WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. (� WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 1' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington 238 N. Olympic Ave • Arlington, WA 98223 Phone(360)403-3551 FAX (360)403-3418 134' 25%slope Top of Slope 15' 40' Deck 10, 12' -- 68 Shed 12' 5' 'H I � I N 0 4 > 10, 60' 5'F-► ~ 32 C: � o ca a� m c 24' oGarage / 10' Porch 5' 22 — — — 20' S 24' — — 10' Utility Easement Driveway House 3312 Total lot size 16,080 sq ft. Garage 768 Deck 400 =2 trees on the lot; Porch 120 1 in the front of the residence Shed 144 1 behind the residence IN Total 4744 Scale 1"=20' — — C!L- — — — — — — — — — 79th Drive NE Revised 08.18.2011 Residential Submittal Map MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ ------ I I I I ��--------------------------- --- YARD DRAIN DON PLAN VIEW SOLID PIPE ORR"T D ECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN NMI4" TEE -- 2' MIN WASHED ROCK 1 MIN PLUG WITH 1/2" 1' MIN 3/4"-1 1/2" 1' MIN CENTERED HOLE - + - ------------------- YARD DRAIN OR CB FINE MESH SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A -t HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED 1 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE 2' MIN COURSE SAND & COBBLES 20 LF WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2 WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. G`T Y p� APPROVED or L OM DEPARTMENT OF PUBLIC TORS STANDARD DETAIL MR 04/30/- STANDARD PLANS NUMBER RESIDENTIAL INFILTRATION TRENCH SD-14 n ��lrxG RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The applicant shall submit two (2) copies of a site Improvement and Drainage Plan on 8.5"X 11" paper showing ALL of the following. (See attached example) General 1. Name, address and phone number of owner and/or contact person. 2. North arrow, 1" = 20' scale, date, lot number and plat, address and street name fronting proposed structure. 3. Location and finished floor elevation of all proposed structures and any existing structures on the site in relation to lot lines and corners. 4. All trees 6" diameter or greater are to specifically plotted in relationship to property corners; include size, species and intention to save or remove. Provide the drip line of trees to be saved. 5. Any sidewalk fronting the property and whether or not the street is improved or unimproved. Indicate whether the driveway apron will be modified, relocated or repaired. 6. Proposed elevation contours (2' interval) on the subject property along with existing contours or spot elevations. Indicate any slopes greater than two (2) feet horizontal to one (1)foot vertical. 7. Provide location of all silt fences. 8. Indicate any proposed rockery and/or retaining wall construction including associated drainage. 9. Note any existing walls or rockeries along with finished floor elevations or grades on adjacent lots. Water/Sewer 1. The location and dimensions of any existing utility easements (sewer, water, etc.) either public or private. 2. The proposed location of the sanitary sewer line including cleanouts and the proposed location of the water line along with the proposed connection points to the City's systems. Stormwater 1. Location and size of all wetlands, streams or drainage channels located within 25 feet of the site, which may involve or affect drainage of then site to be developed. Indicate swales, dips and pipes and provide a cross-section of the areas. If culvert pipes are proposed, indicate size, type and inlet/outlet information. 2. Indicate proposed location of foundation and roof drains along with appropriate cleanouts. 3. Indicate direction and location of surface water runoff entering the site from adjacent properties. After review of this plan, a list of site-specific requirements will be issued. A temporary erosion/sedimentation plan may be required in addition to this plan. 12 ' RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 - Phone (360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for Change-out only * ): ❑ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu,edu/BuildingEfficiency/EnergvCode.aspx ❑ Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑ Rough-in mechanical and Gas pressure piping ❑ Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 4 M NASH&ASSOCIATES ARCHITECTS FLAN 245C' . BEAM, LATERAL & SEISMIC CALCULATIONS 25512 4 RECEIVED JUL 0 9 2012 2009 IBC COA PERMIT CENTER JANUARY 1, 2012 P�lA �vl01101(p0 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (445) 822-1918 WWW.NASH-ARCHrrECTS.COIL CLIENT. NASH`ASSOCIATES BEAM DESIGN DATA PROJECT: ARCI-Il'1'F..CTS DATE: NAME- Roof Loads: LL 25#/sf DL 15 N/sf Total 40#./sf Unless Noted Otherwise Floor Loads: LL 40 J#/sf DL 10 ##/sf Total 50##/sf Deck Loads: LL 60##/sf DL 10 ##/sf Total 70{#/sf Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam: Douglas Fir ##2 fv = 180 fb = 900 PSI E = 1,600.000 6" Beam: Douglas Fir ##2 fv = 180 fb = 900 PSI E = 1,600.000 Joists do Hem Fir ##2 Rafters: fv = 75 fb = 850 PHI E - 1.300.000 Clu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF'RI) E = 1.800,000 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822--1918 WWW.NASH—ARCHrrECi'S.COM PLAN 2453 Beam.Chek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 BEDROOM TWO RB-1 Date:6/13112 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NOS 2005 Min Bearing Area R1=3.5 in R2=6.4 in (1.5)DL Defl= 0.03 in Data Beam Span 5.0 ft Reaction 1 LL 1320# Reaction 2 LL 2280# Beam Wt per ft 7.87 # Reaction 1 TL 2210# Reaction 2 TL 3983# Bm Wt Included 39# Maximum V 3983# Max Moment 3774 # Max V(Reduced) 3483# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defi L/>1000 Attributes Section in3) Shear(in 2) TL Defl(in) LL Defl Actual 49.91 32.38 0.06 0.03 Critical 41.94 29.03 0.25 0.17 Status OK OK OK OK Ratio 84% 90% 23% 17% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Leads Uniform LL:400 Uniform TL: 640 =A Point LL PointTL Distance 1600 B=2954 4.0 Uniform Load A J Pt loads:_ [J i R1 =2210 R2 983 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 MASTER BEDROOM RB-2 Date:6/13112 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.1 in' R2=3.1 in2 (1.5)DL Defl= '0.03 in Data Beam Span 6.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200# Beam Wt per ft 7.87# Reaction 1 TL 1944# Reaction 2 TL 1944# Bm Wt Included 47# Maximum V 1944# Max Moment 2915'# Max V(Reduced) 1444# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in") TL Deii(in) LL Defl _ Actual 49.91 32.38 0.06 0.03 Critical 32.39 12.04 0.30 0.20 Status OK OK OK OK Ratio 65% 37% 20% 16% Fb(psi) Fv(psi) E(psi x mil Fc-L(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 rlStability 1.0000 RI=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 640 =A Uniform Load A Q R1 = 1944 R2=1944 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 KITCHEN B-1 Date:6113112 Selection 4x 10 DF-L#2 Lu=0.0 Ft Cond'ions NDS 2005 Min Bearing Area R1=4.5 in R2=4.5 in (1.5)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1800# Reaction 2 LL 1800# Beam Wt per ft 7.87# Reaction 1 TL 2820# Reaction 2 TL 2820# Bm Wt Included 39# Maximum V 2820# Max Moment 3525`# Max V(Reduced) 1950# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L 1>1000 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 49.91 32.38 0.05 0.03 Critical 39.16 16.25 0.25 0.17 Status OK OK OK OK Ratio 78% 50% 20% 16% Fb(psi) Fv psi E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:720 Uniform TL: 1120 =A Uniform Load A I R1 820 R2=2820 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. i l�?1a�AiJ: hReangMdkv=llfigce►s--tttD.•Mrdix3qlJb"nsan Reg#7992-66428 PLAN 2453 [�7f4tNli�i (])OM 8-2 Date:6/13/12 el 13PTV&xIM*V-(W Lu=0.0 Ft Con IEaI[12;Q 20M Wia,IB.aatna *ew F-,9=7T33M2 Ff*=TMih`F ((' .5)DL Defl= 0.05 in Recom Camber=0.08 in H�smr9�4wn 6VfCt fTOaW6w.VLIL.- 3060# Reaction 2 LL 3060# awm\Mttprz,rfft 779M' !-amid :11•'TU.. 4776# Reaction 2 TL 4776# HB"WVilhdrdkd 49W tuMS urmV. 4776# R :I umentt 85MV, AOfxW(Rredix,zA) 3666# U1,22AI TUA14,ttaf010' L/638 H LMax-MAI W I,860 L9 tAttul a>31aw', L/>1000 7h+7�artLx� Smi"(M iii TT ( 4N LL Defl A afhW; ffZ4r, 332d81 03111 0.06 cdui;w: 493111 222)T,-: 9-1 0.20 Sews rW 0@K GW OK liafil Mro(a 7@0% IGM; 31% A—WOPOI) FFn(%1xs)) 1; psi x mil Fc I (psi) IYf�llus_ I faramr•,erNl k-- "2400 2W 1.8 650 A'dK sitet,UWiV mes ':2400 2W 1.8 650 �A[Siiasfmm�t (C✓V4^`6lrmne 1.000 Cd 'aeration 1.00 110D0 CrR#tmetitive 1.00 (Uh�Stmearc&m-ss MA; i CiiMMI-+wse 1.00 110®0 1.00 1.00 (3ISIbtfili€gy 1.0000 f V)=:O= Le=0.00 Ft Ili Uniform L LRM Uniform TL: 1260 =A _ I, I?t is L�1 fthitITL Dista=e TM IB=1TY44 3iA llli3iifwmLsmd A Pt kradsr- i Rt=.4M R2=4776 Sf. Mf=6 FT lf4nifssrm arnr1artialiur�iami loads are Ibs per lineal ft. PLAN 2453 BeamChek v2911 licensed to;Michael Johnson Reg#7992-66428 ` PLAN 2453 GREAT ROOM B-3 Date:6113112 Selection 3.118x 10-1/2 GLB 24F-V4 DFIDF Lu=0.0 Ft Cpndibions NDS 2005 Min Bearing Area R1=8.2 in2 R2=6.7 in' (1.5)DL Defl= 0.06 in Recom Camber—0.09 in Data Beam Span 6.0 ft Reaction 1 LL 3227# Reaction 2 LL 2693#� Beam Wt per ft 7.97# Reaction 1 TL 5353# Reaction 2 TL 4369# Bm Wt Included 48 # Maximum V 5353# Max Moment 8463'# Max V(Reduced) 4366# TL Max Defl L/240 TL Actual Defl L 1614 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear(in') TL Defl(in) LL Defl Actual 57.42 32.81 0.12 0.06 Critical 42.31 27.29 0.30 0.20 Status OK OK OK OK Ratio 74% 83% 39% 29% Fb(psi) Fv(psi) E(psi x mil Fc psi Values Reference Values 2400 240 1.8 650 Ad'usted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 _ 1.00 _ 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Lggds Uniform LL:720 Uniform TL: 1120 =A Point LL Point TL Distance 1600 B=2954 2.0 �- Uniform Load A Pt loads R1 =5353 R2=4369 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 FLEX ROOM B-4 Date:6113/12 Selection 5-1f8x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=12.2 in'R2= 11.5 in2 (1.5)DL Defl= 0.26 in Recom Camber—0.39 in Data Beam Span 14.0 ft Reaction 1 LL 4554# Reaction 2 LL 4326# Beam Wt per ft 18.68# Reaction 1 TL 7909# Reaction 2 TL 7487# Bm Wt Included 262# Maximum V 7909# Max Moment 31458'# Max V(Reduced) 6798# TL Max Defl L 1240 TL Actual Defl L/342 LL Max Defl L/360 LL Actual Defl L/724 Attributes Section in' Shear(in') TL Defl(ire) �LL Defl Actual 192.19 76,88 0.49 0.23 Critical 157.29 42.49 0.70 0.47 Status OK OK OK OK Ratio 82% 55% 70% 50% Fb(psi) Fv(psi) E(psi x mil) Fc psi Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:520 Uniform TL: 870 =A Point LL Point TL Distance 1600 B=2954 6.0 Uniform Load A Pt loads: lBl R1 =7909 R2=7487 SPAN=14FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 SeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 GARAGE GB-1 Date:6/13/12 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft C n i ions NDS 2005 Min Bearing Area R1=7.0 W R2=7.0 in (1.5)DL Defl= 0.19 in Recom Camber--0.29 in Data Beam Span 10.0 ft Reaction 1 LL 2250# Reaction 2 LL 2250# Beam Wt per ft 9.11 # Reaction 1 TL 4546# Reaction 2 TL 4546# Bm Wt Included 91 # Maximum V 4546# Max Moment 11364 W Max V(Reduced) 3636# TL Max Deli L/240 TL Actual Defl L/380 LL Max Defl L/360 LL Actual Defl L/962 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 75.00 37.50 0.32 0.12 Critical 56.82 22.73 0.50 0.33 Status OK OK OK OK Ratio 76% 61% 63% 37% Fb psi Fv(psi) E psi x mil) Fc f (psi) Values Reference Values 2400 240 1.8 650 Adiusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A _Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:450 Uniform TL: 900 =A Uniform Load A l RI =4546 R2=4546 SPAN=10FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to;Michael Johnson Reg#7992-66428 GB-2 Date:6120/12 Selection 3-11$z 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.2 9n2 R2=4.2 in' (1.5)DL Defl= 0.04 in Recom Camber--0.05 in Data Beam Span 9.0 ft Reaction 1 LL 2160# Reaction 2 LL 2160# Beam Wt per ft 9.114 Reaction,1 TL 2741 # Reaction 2 TL 2741 # Bm Wt Included 82# Maximum V 2741 # Max Moment 6167 # Max V(Reduced) 2132# TL Max Deft L/240 TL Actual Defl L/881 LL Max Defl L 1360 LL Actual Defl L I>1000 Attributes Section(in") Shear in' TL Defl in LL Defl Actual 75.00 37.50 0.12 0.09 Critical 30.84 13.32 0.45 0.30 Status OK OK OK OK Ratio 41% 36% 27% 29% _ Fb(psi)__ Fv(psi) E(psi x mil) Fr I (Psi) Values Reference Values 2400 240 1.8� 650 Adjusted Values 2400 240 1.8 650 _ Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 ' Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:480 Uniform TL: 600 =A Uniform Load A R1 =2741 R2=2741 SPAN=9 FT Uniform and partial uniform loads are Ibs per lineal ft. NASHkASSOCIA S CLIENT. LATERAL DESIGN DATA PROJECT ARCHITECTS PER IBC 09 DATF, NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: p, = (X)(Iw)(p,,) Base Shear: V =1.2 Sd S(N) where A = Exposure Factor where: Ca = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight paw - Base Design Pressure (Se)(SO / R = (C9) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )32 Ss = 1.5 per USGS S1 - 0.90 per USGS Site Class D2 (Default) A - 1.00 Exposure "B" (t30') Seismic Design Category D Iw - 1.00 R = 6.5 from Section 12 Poo= FROM CHAPTER 6 1 = 1.00 Cs - 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAIWNG REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f c = 2500 psi rebar fy - 40.000 psi WISCELLANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM n I I I I I I I I I III I I I I I I I I a tl I � 1 I I I I � I I I I r I I 1 I I I I I I I I li I I i r II I t I I II i I I II I 1 I I I I I I 1 I I I I I 1 I I I II I I I I I I I I I I ' I I' ' I aJ i i ti �- � ti -41 Q � 1 N S Q N � � I I _ I I I IL__ Ih--� I II u `7 � _�i �� \V r CLIENT: NASH&ASSOCIAM LATERAL CALCULATIONS PROJECr.. A R C H 1 T E C T s WIND WORKSHTET DATE: PER IBC 09 NAME: 85 IL P.H. P - 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL.SHEAR FORCE (0) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL O specified height) LENGTH (ft) (#/ft) TYPE /v P 7u,0 L rxa �ES� �oafi X-61 L vC4A s� / � 13 7 61 I 2-0,j KI (Z 1 k-cA y 60 (n Z ( 2 c,t �_ (r 25 Z cq 7 191--gl r A4 3 (4 7 171-LI /)/-3 // 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (426) 822-1918 WWW.NASH—ARCHITECTS.COM CLIENT ,11 N.ASH+ASSOCIATES SEISMIC ANALYSIS PROJECT ARCHITECTS PER IBC 09 DATE. NAME: 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00 /ft Cedar Shakes - 2.25#/ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35#/ft R--30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling = 2.00#/ft Total 9.76#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly: Caret / Pad - 0.50#/ft Hardwood - 2..50#/ft 3/4 T&G Plywood - 2.50##/ft 3/4" T&G Plywood - 2.50#/ft 2x10 ® 16" o.c. - 2.30#/ft 2x10 @ 16" ox. - 2.30#/ft 1/2" GWB Ceiling - 2.00##/ft 1/2" GWB Ceiling - 2.00#/ft Total 7,30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 @ 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 O 16" o.c. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 ##/ft Use 8.00#/ft 1/2" GWB - 2.00#/ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft LL 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1916 WWN!NASH-ARCHITECTS.COM CLIENI� NASH&ASSOCIATFS SEISMIC 'ANALYSIS PROJECT: ARCI-1IT'F,CT1 PER IBC 09 DATE: NAME- 2 SEISMIC: V = (C-) (WO (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X sf = C/ °r (Tile) 18#/ft X sf Exterior Walls: L x 10/#/sf x 1/2 �(h) /� I I( /e d q �(/ �(E2� Interior Walla: L x 8#/sf x 1/2 (h) TOTAL = z 7 ) U 1st Level / Roof: (1st Floor Roof) 10#/ft X 3 �o 0 sf = �d� 2nd Floor: 10#/ft X ^sf =__ 1 0", Q Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) ? Interior Walls: (I;� + L x 8#/sf x 1/2 (h) oo TOTAL - Yb Z7U Basement: 1st Floor. 10#/ft X sf = Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (I1) + L x 8#/sf x 1/2 (h) TOTAL = 11644 N:E. 80th St. Kirkland, WA 98033 (425) 828-411? Fax (425) 822-1918 WWW NASH-ARCHITECTS.COM CLIENT: ARCFI ["1'[:NASH•ASS I SEISMIC ANALYSIS PROJECT% .CT"1'S ES PER IBC 09 DATE: NAME: 3 BASE SHEAR: V = (Cs) (Wdl) Plywood r,� LEVEL 2: Wdl J� , # x 0.166 = _i 6 LEVEL 1: Wdl V/0, 2— # x 0.166 = 6,, 6 7 TOTAL: Wdl L, v # x 0.166 = /o�(V) Dead Load He' ht Moment Shear @ Stor Level (Wdl) (h (Wdl)(h) Fx = [(Wdl)(h)fV Remarks (Wdl)(h) 7, -7 2 UGJ�r KJ 5°U� n05, Total Sl�u c (0 11644 N.E. 80th St Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 11".NASH—ARCHITECTS.COM NASH k ASSOCIATES CUE".. A is C'H t 1', r: r s SEISMIC ANALYSIS PROJECT`. PER IBC 09 DATE. NAME: 4 <j d Wd x� � zb cy Z W azL) Qww ax d� �W z d \_ Q�- M Xr' M N � — -- > r v> > C4W cr 7:57 a n w E- tZ z_wo tr .a to z �- an W > c-s W C--1-111 - - Q 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM _ NASH«ASSOCIATES CLIENT: SEISMIC ANALYSIS PROJECT: 1 R C H I [ F r' S PER IBC 09 DATE: NAME: 5 Redundancy Factor (p): I. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 2. Maximum actual shear Vmax = Largest seismic wall shear t276 ► S3 (� 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1/2) Z Vi 11644 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WW1.NASH-ARCHITECPS.COM 12009 WSEC Residential Compliance rE ;. ..""iF' hz'e . s did' s"' 3 ` �'s m General Infon'nadon Address: Check the box for the applicable: Job Type: Uwew ❑Addition ❑i Perm ji !1 G r mitre!' r-,- 2� HeOng Fuel: ❑Electric ❑LPG(Propane)) WLs 001herr Rwbs HeaftSYAMn: WForced Air ❑Room Heaters PlIy-.or:,iir. ®attar Qual!)Illation Options There are 2 different qualification options, one is based on a 17rescryWIi P,A9p-r.aach;,(Ol,> r R, ;the other is-a Component Approach, Chapter 5. Chapter b approach;-incltufLx&-a,,TFatil�-(di mptibt ; ,.jnj= •rh you will select for your particular design. Choose a compliance aptiom that,besttsuii&the.emm=niizs.:2rIud design of your project. The Chapter 5 Qualification Form is a sezond'compliance appmzv�ftandiailbosiz builder more flexibility for alternative methods of construction. The Chapter 5 and Chapthw,6( 014dbw,and Door Schedules provide an outline to assist you through the specific calculations and ngfdin-njimm;w doors and class.Chapters irrtetactive formats are r abable online @ ww►ar energy.wsu:Mtst Respons➢bilify for intmiation Although designated Department staff members will-Huafpyautwhti,-generai'questions.about comIiMitMuis form, it is ultimately your responsibility to provide detailbili ii-formatiom about heating sy tmM,gillmiy insulation and other requested building specifications. Siirm these forms will. lip Mialtra t.-ti lb.I completeness and accuracy, you can avoid unne(tns�uary;p fmiitM;l )!.,33fiy,carefully;rpzxvlifihoAll,r�ttimd information. Disregard items that don't address y(mnWmttiaWTUuiiwiif mTegwgnT&M. Design Changes Be sure to get prior approval from the Departmimtt irf W wiiJO ttv rnuMc-rdljmges im y oour tyx►�jier t�tiurirrp construction. Code BookS For more detail, refer to the 2009 Washingtont 9t Ib r.ct by(ftft,qhili;M-LO Ifs t hare, ±a,i r , from Washington State University's Energy,Fftpav wt+`+b*tiv *v_�u includes forms, useful links,and down loadable veToFinn—za4l e-IA( 7C.. 2009 WSEC &IRC Ventilation One&Two Family Dwelling Unit Prescriptive Compliance Form This set of forms has been developed to assist permit applicants documenting compliance with the 2009 Washington State Energy Code The following forms provide much of the required documentation for plan review.The details noted here must also be shown on the drawings. Check the box in front of the option which you will use to meet the prescri tive requirements: Glazing Glazing U-Factor Doors Wall wall• Wag• Slab Option Area": U Ceiling' Vaulted Above Inc ext Floors on %of floor Vertical I Overhead' Factor Ceiling Grade" below Below Grade6 Grade Grade I. 13°!0 0.34 0.50 0.20 R-38 Adv. R 3$ R-21 R-21 R-10 or R-49 Int? TS R-10 R-30 2 II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-11 or R-49 Inc? 7B R 10 R-30 2 III. Unlimited 0.30 0.50 0.20 R-38 Adv. R 38 R-21 R-21 R-10 or R-49 Int.' B R-10 R-30 2 see OTrc table 6-1 for foohmtes 13adiartt Slab, ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting Mid('rlm ❑ 1. A minimum of 50 percent of all interior lights will be high efficacy. (WSEC 505.1) ❑ 2. Permanently mounted light fixtures providing outdoor lighting will be high efficacy unless equipped with built in photo control photo sensor. WSEC 505.2` Glaz.i g Schedule Attached tq Document Please check the box in front of the option which you will use to meet the requirements: ❑ 1. Does not apply.Using Prescriptive Option I1I.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. Fur 2. Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ 3. Area weighted window,siyliight or door U-factor(WSEC 602.7.2) ❑ 4. As part of the heating,system sizing calculation(IRC M1401.3&WSEC 503.2.2) YYhgIe House Yentilation (Prescriotive) Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using. X❑ . Intermi:;<nt Whole House Ventilation Using EyhaUSt Fans&Fresh Air Inlets.(IRC M3508.4) 2. Intermittent Whole House Ventilation Integrated with a Forced Air System. (IRC M1508.5) 3. Intermittent Whole House Ventilation using a Supply flan. (IRC M1508.6) ❑ 4. Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M1508.7) Source 52ecific Exhaust 4entilation Required In each kitchen,bathroom,water closet compartment,laundry room,indoor swimming pool,spa and other rooms where water vapor or cooking odor is produced. Minimum Source Specific Ventilation Ca aci Requirements Bathrooms—Toilet Rooms Kitchens Intermittently operating 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm Chanter 9 option$ Total of 1 credit required:Please circle the option to be used and fill in the applicable credits Credit Credit Opt. Option description Value applied la NIGH EFFICIENCY HVAC EQUIPMENT 1: 10 O Gas,propane or oil-fired furnace or boiler with minimum AFU of 92% Air-source heat pump with minimum HSPF of 8W lb NIGH FFFIC_IFNCY HVAC F01,11PMFNT 2: Closed-loop ground source heat pump;with a minimum COP of 3.3 2.0. 1c HIGH EFFICIENCY HVAC EQUIPMENT 3 Ductless split system heat pumps,zonal control:In home where the primary space heating system is zonal electric heating,a 1.0 ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. 2 HIGHEFFICIENGYiiVAC-0iSTRIBUTIONSYSTF.M: All heating and cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent orsealed combustion.Locating system components In conditioned crawl spaces is not permitted under this option. ' 1.0 Electric resistance heat is not permitted underthis option.Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. 3a EFFICIENT BUILDING FNV ftOPE 1_ Prescriptive compliance is based on Table 6-2,Option III with the following modifications:Window U:0.28 floor R-38,slab on 0 5 grade R-lofull,below grade slab R-10 full or _ Component performance compliance;Reduce the Target UAfrom Table 5.1 by5%,as determined using EQ.1. _ 31) EFFICIENT BUILDING ENVELOPE 2: Prescriptive compliance is based on Table 6.1,Option IIi with the following modifications:Window U=0.25 and wall R-21 plus 10 R-4 and R,38floor,slab on grade R-10full,below grade slab R-10 full,and R-21 plus 11-5 below grade basement walls,or Component performance compliance:Reduce the Target UA from Table 5.1 by 150%,as determined using EQ.I? 3c ;LIPFR-EFFICIENT BUILDING FNVFIOPF3: Prescriptive compliance is based on Table 6-%Option III with the following modifications:Window U.=0.22 and wall R-21 plus R-12and R-39 floor,slab on grade R-20full,below grade slab R-10full and R-21 plus R-12 below grade basement walls and R- 2.0 49 advanced ceiling and vault.OR Component performance compliance:Reduce the Target UAfrom Table 5.1 by 30%,as a 4a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: Envelope leakage reduced to SLA of 0.00020 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of 0.00020 when tested with a blower door at a pressure difference of SO PA.Testing shall occur after rough in and after Installation of penetrations of the building envelope,including penetrations for utilities, 0.5 plumbing,electrlcal,ventllation,and combustion appliances.AND All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system In accordance with Section M1508.7 ofthat Code. 4b ADDITIQNAL AIR LEAKAGE CONTROL AND FFFICIENT VENTILATION: Envelope leakage reduced to SLA of 0=15 building envelope tightness shall be considered acceptable when tested air leakage is less than speck leakage area of0.OW15 when tested with a blower door at a pressure difference of 50 PA.Testing shall occur after rough in and after Installation of penetrations of the building envelope,including penetrations for utilities, 3.0 plumbing,electrical,ventilation,and combustion appliances AND All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M1508.7 ofthat Code. 5a FFFICIENT WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heaterwkh a minimum EF of 0.62MElectdc Water Heaterwith a minimum EF of 0.93LNU for both 0.5 cases Ail showerhead and kitchen sinkfaucets installed in the houseshall meet be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less? 5b HiGii ErFiCIENCy WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.829it Solar water heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of 85 therms'or 2000 k-Wh based an the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating SystemsQR Electric heatpump water heater with a minimum EF of 2.0. 6 $MAI1,pWFI I ING UNIT 1: Dwelling units lessthan150Dsquare feet Infloorarea with lessthan300square feet orwindow+door area.Additionsto 1.0 existing buildingthat are less than 750square feet of heated floor area.(Must complete attached glazing schedule to use this option. 7 LARGE DWELLING UNIT 1: Dwelling units exceeding 5ODO square feet offloorarea shall be assessed a deductionfor purposes of complying with Section -1.0 901 of this WSEC. 6 RFNEyJfABL ELF(TRF� _ IC ENERGY: For_each 1200 kWh of electrical generation provided annually by on-site wind orsolar equipment a 0..5 credit shall be allowed, up to 3 credits.Generation shall be calculated es follows:For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATrs.Documentation notingsofar access 0.5 shall be included on the plans. For wind generation projects designs shall document annual powergeneration based on the following factors:The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. See Pf^SECtebde 911 fc ft Wo , TOTAL CREDITS FOR THIS PROJECT f Gla7ing Schedule (Electronic version available at:h2p.-Ilwwtv.enproy u.. !U D m! pt p 've "onel.xlsx) Conditioned Rood As" Um col VA for WeTmg"*m sizir� 7'r Sam oiAll Glazing Areas From U:-I i Gltaang to Floor Area ReiCe 0 e=7.2 Fxcept7ort Ratio(ncd is exceed 1% e >Exteriior Goons Man Doer perranA Mdfh HaiVbt Glazing Corr Dour ID Ut cn teen Ref. t1-I=iar alozed 01. Feet Feet Atria Aron UA I Orm Fjmtrtt Switwivv Dav(..23 Su-m a Frtd Sum of U•/Ail v Area,Door Af*a,Arid IJA rdo net include exempt doer) Ar"W wg ted CA=MAIArea Sum of Ar"and MA fcrHeakags.VW* i*C*only{G7Cludo ir.4mp:doer) VeMCal Gk¢ing(W'Inci wm.GIaZeG 4Ooo7S USIAO EXCtPftb 02.0 M) Abel, Component elazbv Arldth M*Wht {3IAZirt� Ip Dvst ti lion P.e1. 4J-tnciCt Q. Fwt "�'Fwi" AT Ve UA !/YY L4U vl 7 O - K C- t i/ -.:. z t r 1 I 5 I I 1 2-r1f Sure Of Ana and VA y . Area YY0-'9J9ec'V a UAAirasl �reetesttst�uazheg l�sn Cvmpm�ant r3toakag Wtdtts Mvtgltt ID Dtoctptiwt - Rt•f, V 0:. Aroa VA ZWM CWAf"Ief.f VA t----J A ra,s Y✓r.'ph:rd U I UF✓A,�Py Dvutx 1*1e4ea Q-atctwtt Windows 6ectl9n 44Z.7.2 lexcepo6tora t4,n Common--tt V�9d6t light t ik�rxi ttTm rx tx.. F•,«� '• �..,.r Instil hr�... tlw avm vrAtaa l- -41M afAmw X 3(7?A.-tom 14 oirtvmatwBy,ne7rdett rrJ tr7f ato:lna A7Va total.) GAF2st9 VA far Hec9ng 4Y)Wvm ire Vj&a Ar"X 0 93 Simple Heating Sj m Size (Eletironlc version available at:hitQ:flvr%vvr enemy.wc:,,arl:lLf)nruments/Prescri 'v anai xia Indoor D:*ign Temperature 70 Cutdoor Design Ternperajure 24 Design Temperature Difference(vT; AT =indoor-0:rdo:.Crasign Tamp 46 Gandit:oned .9oar Area Conditioned Vo!ume a Glazing Dapv Sum of UA from Glazing Schedule Attic U-Factor X Area - UA R-49 0-027 7 � R-3$AnvancP t 0.025 Single Rafter Or J0132 Vaulted Ceilings U-FaVor X Area - UA R-38 Vented 0.027 Above Grade walls U-Factor % Area -- UA R-21 0-056 Floors U-Factor X Area = UA f R-30 0.02!� P� FEE q "ow Grade wars U-Factor X Area -- UA 2'©ept,h bVall* 0.042 3.V Depth Vr'ails 0.041 Slab Below Grace F-Factor X Length = UA 2'Depth 0180 SO Depth 0.04 7'De Lth 0.57 Slab on Grade F-Factor X t.an th VA R-10 2' perimeter 0.54 R-10 FuII- Heated 0.55 I --- ff 1 $vm of UA Envelope Heat Load I H Btti I Hoar Surn d UA X 67 Air Leakage Heat Load Btu I Hour (Td yi:6r a 1( '.6j X LT)X-Ole ) Building DeslBn Heat Load Z to u Btu!Hour Air Leaky e*Erwiaps Hm-X Locs Building and t3uci Heat Load L--� � Btu L Hour I pus is are Io.^atYd to s,"s.^s''S'"..o!Building Harr.LCSS X 9.1'r it duds are io^...atL%d in cor:dilaored s�rzs�;�t�rn of Evild'rr g Heat Loss X 7 Maximum Heat Equipment ipLnpul 1150% Btu t Hour 150ding and Dina Pea Less 1,9.r,0 v nr �DzDAmd=m 0 N a P N a w ti 7 z -04m gfl p prn 3 r g g DO mA A b 0 N �A rn2JgA DrnN AFI ON O $�o �a° N 0 rn QiD3t mO{( oAr Nm0 ON$N�N kmNN r�rrD k Z mIm F' rnm 1Dl`0z0p ��rnNOA rn r n�_[y DxD IT gm rn r 3 A ATAI g 70 D orA o n zD Q D OmpzzA 0pQoo gm8mN Un n �mSoo"n� �z w �r -i z n p A NOpN Dmk mF®'®,��a rnU z z A �N � ti { N� �z0 Fc3 N m i�0 SR-0U A r z m��rn0 d� p D rn nO3 mN D zA dArn SooRmRs 3 D N A y m r1 0 N < N�gO r d g3 n@ OO -zi T rnN OA 0 AA (U-o �A z D m p k i Arr- Az i f� 0 MA > 3� rn Ag �0 p_ m z�NO 1 N z A> mj m A rn- D RoNo-"m 0 N 0 1 N A�A_ O N 0 1n °�mgoo AA A�n j N_D N� o d ¶ DN s p rnp ®',n m=m m NN rnzz rn HI - d� �v 4� p r rn yap dp o z A ApZ� Z� o snj IT ON? 3 N ZN rn0 0 A A n -1 NOQI 1 OU 0 0 A R �mmm m p Osr- ) m 0 0 z N Ap 0 rd C $ m r zNrn�n n A ZN z § Nn �rNd ND � � ?�A rr m >>1 � g =0 0 z m m d �g -PT Om z A r j N - (�Ol (p zzzp- m= C m< D m rn z>rno '�� z Y. m rN n �ti k d A o ,Iq A D mks gO Uz ra> IT0 ` D r� D J mZ 0 DA oFo a biro � �3m ti Q N N Npp p oz 3 m p rn $ z A iN 0 AU fl rr 0m d A - A II L;z i t I I i I ❑C7❑ i I I � � ; ' III -� � � ❑ I I I � �rni i � I IIII � III I j ' II ! 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