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17325 84TH AVE NE_BLD20120201_2026
BUILDING INSPECTION REPORT G1T Y �� Permit No. o a-d ( 11ot Address: 1 -J as 8'y44- fi-ve, 4-S Contractor: 6orne_,rsJ Dhe_1 Owner: iprjie✓6hne_, Date: /O - a3 - ! - 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: o x; ry ® Under-floor ® Framing ® Gas Piping ® Footing CO Drywall, nailing ® Consultation ® Foundation XShear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation ® Other: V BUILDING INSP� 4IQN REPORT G��v 0 Permit No. ` Address: ��irN c,�o Contractor: �or-m r-sl-Drne— Owner: Date: �- ff 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:J ® 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: >' o q � U' u O %4.4O N w � z � Ow Z O w z � z H � Az W Q) U Q z �°�' U j Z � 4-1 O w � zo00 U z N Oa N � o � o � �00 Q z rn O ° 3 H v cv z Q GJ v O u N � zuP. H CITY OF ARLINGTON \ • 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 \ PHONE:(360)403-3551 BUILDING PERMIT Address:17325 84THAVENF,ARLINGTON Permit#:BLD20120201 Parcel#:01089200000500 Valuation:$375,000.00 OWNFR APPLICANT CONTRACTOR 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 Lie#:CORNEHN9470A Exp:9/1/2012 PLUMBING CONTRACTOR -MECIIANICAU CONTE2ACTOR - r ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lie#:ADVANPL917LS Exp:6/10/2013 Lie#:INNOVCS895PM Exp: 10/14/2013 JOB D8C'RiP ON New Single Family Residence PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 2 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIIT APPROVAL 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 ICY l LAW FU O U .OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CF T FICATE F OCCU ANCY HAS BEEN GRANTED.IBCI 10/IRCI 10. SAL ' TAX N( TICE: , Ics tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return tbrm and coded y of rlinglon#3101. Signatl Ke Print Name I 4te f Released B bafe ARCHIVE APPLICANT ASSESSOR OTHER BLD20120201 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • See job plan copy for additional requirements. • Eaves can't exceed 23 inches along the 5 feet setback if vented.ADU built into SFR-complies with AMC for sfrequirements. • Replace brass fitting on tail piece if missing. PERiyliT FEES Date Dcscription Fee Amount Paid Balance Due 8/24/2012 Plumbing Permit Fee $277.00 $0.00 $277.00 8/24/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 8/24/2012 Building Permit Fee(QI'Y: 1) a),u/w.its $0.00 13,6 4.7o 8/24/2012 Building Plan Check Fee(QTY.1) $1,998.61 $0.00 $1,998.61 8/24/2012 State Building Code Surcharge(QTY.1) $4.50 $0.00 $4.50 Total Due: $5,464.89 $0.00 $5,464.89 CALL FOR INSPEC'nONS BULDING/GTIGINMINGIPARI<S/UTII.rM/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. • GFootings • GFoundation Wall • C-Foundation Drainage • C-Plumb(around Work • GPlumb Rough In • GCas Test/Pipe • C-Equipment-Mechanical • C-ShearNailing-E-Aerior • GFraming BLD20120201 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120201 A OWNER: CORNERSTONE HOMES NW, LLC-... STATUS:APPLIED Y ADDRESS: 17325 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/23/2012 - SCREENS:Select Screen... _ FUNCTIONS: Select Permit Function... [( SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE_. DESCRIPTION ASSIGNE...IDUE DATEI LAST (#) I:ZEQ?DO... ASSIGN I REMOVE I 1002 P-Engineering I LPETER... 8/31/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 8/30/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits__Permit/Pennit_Rev... 8/23/2012 r, I I i< RESIDENTIAL PERMIT N 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 (a Mechanical Project Address: 17325 84th Ave NE Arlington,WA 98223 Parcel ID#: 01089200000500 Lot#: 05 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: ip@cornerstonehomes.us Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1308 2"d Floor: 1583 3rd floor: ADU-487 Deck: 124 Garage/Carport: 615 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: 9/1/2012 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: ADVANPL917LS Expiration: Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 here y c rtify that above information is correct and that the construction on, and the occupancy and the rise-9 tq a ove- desc bed roperty ' b n accordance with the laws, rules and regulation of the Atate of 4j`lashington. _ plicants Signature Date U Q IM` ZN COA Engineering Dept, Print Applicants Name FOR STAFF USE ONLY -i' 1 Permit# Acceomay Amount Received Receipt# Date Received i i ) AML 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 2 X 4.0 = 8 Dishwasher 2 X 1.5 = 3 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 2 X 1.5 = 3 Laundry Sink 0 X 1.5 = 0 Lavatory(Bathroom Sink) 5 X 1.0 = 5 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 43 Units Traps(other than above items) 1 j Column Totals 21 Estimated Project Valuation 1 1 Building Square Footage 3378 15t Floor 1308 2nd Floor 1583 3`d Floor ADU - 487 Basement Deck 124 Garage 886 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. (Q. ressure in sire ain psi. (Measure with gauge or check with Water Department) I certify that tl above information is correct and that the construction on, and the occupancy and the use of the above- d property will a in accordance with the laws, rules and regulation of th State f Washington. zs / Z! pl ants Signature Dale 8 is 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: (a New Residential ® Addition/Alteration Project Description:New S F R Project Address: 17325 84th Ave NE Arlington, WA 98223 ParcellD#: 01089200000500 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address PO BOX 14424 city. Mill Creek State: W4 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 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 ❑ Decorative Pond/Fountain Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimmil( g P of ❑ Other Authorized Signature: l J Date: CJL (r For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ I � 1 RESIDENTIAL MECHANICAL qW 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:17325 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000500 Lot#: 5 Subdivision: Eagle Heights Div II 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: 96082 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 + CLOTHES DRYER 5 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 1OK CFM + 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 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 I her y c rtify that the o e information is correct and that the construction on, and the occupancy and the use of the above- desc Ibed roperty will be accordance with the laws, rules and regulation of the State of Washington A pl' ants Signature ate RECE106ED JP Lampin n AUG I_`a 2 3 2012 Print Applicants Name COA Engineering Dept. FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY 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 Two (2) sets of engineered drawings and calculations (If required) 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 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 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 r � 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 ,, I I I RESIDENTIAL PERMI 1 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. [J 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. 0 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 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. 1 acknowledge t aI gnated as submittal requirements must accompany my Building Permit Application to a onomplete submittal. Signature: Date: v ^2z' O t r/ isRepresentative Company: Cornerstone Homes NW LLC Phone: 425-338-5888 6 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 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. F-1 Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 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 Steep Slope 134• �--— 10'Utility Easement Deck tw \ •-ia? Shed ;� House 4160 la Garage 1216 4 Deck 600 y Porch 192 Shed 120 D 11 Total 6• zss I 37' 4 House Lot Size=18,76o sqk s Garage 36' Driveway f Porch --- — —' `— -- �14' 10'Utility easement 1 Plat Name Incline tot q 14 Scale V=20' Address 20402 Mt.View or. 2 Parcel Number 0047 7600101 40 0 a Building Height 17' E Total Building sqft. 5376 t Lot Size 18760 sq.% x 35%= 6566 sq.ft. ! WLu, . 51 TE t Lot coverage 6289 sci .=8760 sq.ft. =34 % =2 trees on the lot;1 in front(I street tree ca.c-11 and 1 In back WORTY' MAP x+L•a•-dam: 11 ti 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 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. i MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ -------- I I I TSOLID ------------------------------- YARD DRAIN PLAN VIEW PIPE ORR"T D SECTION PLAN ] ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE 2' MIN -� —o.aox.. . . . . 1 MIN PLUG WITH 1/2" WASHED ROCK 1' MIN r 3/4"-1 1/2" 1' MIN CENTERED HOLE - ------- - ------- YARD DRAIN OR CB FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 100' 10' MIN 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 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN 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. y 0_ APPROVED BY L OLIVE DEPARTMENT OF PUBLIC WOM STANDARD DETAIL oAh 04i30iMOB STANDARD PLANS NUMBER e • W SPAN SPEC o� RESIDENTIAL INFILTRATION TRENCH SD- 14 lI1V G't 1 y ZON20120089 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120089 I OWNER: CORNERSTONE HOMES NW, LLC-... STATUS: APPLIED �- ADDRESS: 17325 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/23/2012 SCREENS: Select Screen... �� � FUNCTIONS:,Select Permit Function... IF GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE...I DUE DATE I LAST (#) REQ?i DO...I ASSIGN I REMOVE 1002 P-Engineering I LPETER... 8/28/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 8/28/2012 0 Y N Assign Remove 1016 P-Public Works II JLEMKE 8/28/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 8/28/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 8/28/2012 0 Y N Assign Remove 1028 P-Water EANDER... 8/28/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 8/28/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 8/28/2012 0 Y N Assign Remove 0k https://coapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Rev... 8/23/2012 I RESIDENTIAL 1' I 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: 8/23/2012 Address: 17325 84th ave NE Arlington,WA 98223 Plat: Eagle Heights Div II Lot 5 Owner/Applic nt: Cornersto H mes NW LLC Signature: i 2?7 7i erification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425-338-5888 (C) 425-923-0926 1. Please check one: ❑ a. Single-family dwelling ❑ b. Duplex ❑ C. Addition ❑ d. Accessory structure 2. Proposed Dimensions: W) 66 L) 40 H) 27 Total SF) 3378 3. Allowed Lot Coverage: Total Lot Size 7286 SF x 35% = 2550.10 SF 4. Actual Lot Coverage: (SF of all structures) 2547 _ 7286 (lot size) = 34.9 % (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): Build NEW sFR RECEIVED AUG 23 7.012 OFFICIAL USE ONLY COA Engineering Dept, PROPERTY ZONED APPROVED _� DENIED 7_ DATE INT i HOUSE: 2383 PATIO 164 LOT COVERAGE 25117 / LOT SO FT= 7286 ✓ ���/ �( Q LOT COVERAGE= 34.9% U 2547 SO FT/7286 SO FT A BUILDING HEIGHT= 28'6" 73 I 00 77.53' 0) 0) PATIO PATIO 5' - - - - - - - - - - - - - - - - - - -G' r 66' cessory le 0 � v Cry% 3378 Dwelling Unit 9-2' 9-10' 16=-6' 6'-1' O FOR I 6'—J r 00 I N I " GARAGE I I all I 1 -1fl' 1 I r , V! PORCH -I1F -6. 12'-6' — - - - - - L - ® 22' DRIVEWAY 77.53 RECEIVED AUG 2 3 20V LOT 5 COA Engineering Dept, PLAN: 3378 17325 84TH AVE NE ARLINGTON WA 98223 SCALE: 1 "=20' SITE I CORNERSTONE HOMES NW, LLC EAGLE ORNERSTONF PLAN PO BOX 14424 MILL CREEK WA 98082 C' ivy a E s HEIGHTS OFFICE(425)338-5888 ■ NASH &ASSOCIATES ARCHITECTS PLAN 3378 BEAM, LATERAL & SEISMIC CALCULATIONS 2512 mktb ARCrn r RECEIVED AUIi 2 3 ?017 COA Engineering Dept. 20-09 IBC JANUARY 1, 2012 11844 N.E. 80th St. Kirkland. WA 98033 (425) 820-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.CO M I NASH k ASSOCIATES CLIENT: BEAM DESIGN DATA PROJECT. DATE: NAME: Roof Loads: LL 25 p/sf DL 15 N/sf Total 40 y/sf Unless Noted Otherwise Floor Leads. 11, 40 N/sf DI. 10 h/af Total 50 g/sf Deck Loads. LL 60 N/sf DL 10 #/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel:- Per I8C 09 flood: Per IBC 09 Nailing: Per FBC 09 4" foam: 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 Hein Fir #2 Rafters: fv - 95 fb - 850 PSI E = L300.000 01u—Laic Beams. fv - 165 PSI fb = 2,400 PSI (reduced by size factor, CFOKI) E = 1,800,000 11,644 N.E. Bfitll A Itirlcland. WA 98033 (425) 828-4117 Fax (426) 822-1918 XW1f-NABH--ARCHITECTS:CON PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM TWO RB-1 bate:8121/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.7 W R2=6.8 in2 (1.5)DL Defl= 0.04 in Recom Camber--0.05 in Data Beam Span 5.0 ft Reaction 1 LL 1433# Reaction 2 LL 2543# Beam Wt per ft 6.83# Reaction 1 TL 2399# Reaction 2 TL 4444# Bm Wt Included 34# Maximum V 4444# Max Moment 4193 # Max V(Reduced) 3929# TL Max Defl L/240 TL Actual Def[ L/875 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear ins TL Defl in LL Defl Actual 42.19 28.13 0.07 0.03 Critical 20.96 24.56 0.25 0.17 Status OK OK OK OK Ratio 50% 87% 27% 20% 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 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:425 Uniform TL: 680 =A Point LL Point TL Distance 1850 B=3409 4.0 Uniform Load A Pt loads: 0 0 R1 =2399 R2=4444 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. i i PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM THREE RB-2 Date:8/21/12 Selection 4x 10 DF-L#2 Lu.=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.8 in R2=2.8 in' (1.5)DL Defl= 0.01 in Data Beam Span 5.0 ft Reaction 1 LL 1063# Reaction 2 LL 1063# Beam Wt per ft 7.87# Reaction 1 TL 1720# Reaction 2 TL 1720# Bm Wt Included 39# Maximum V 1720# Max Moment 2150'# Max V(Reduced) 1189# 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 Defl in LL Defl Actual 49.91 32.38 0.03 0.02 Critical 23.88 9.91 0.25 0.17 Status OK OK OK OK Ratio 48% 31% 12% 10% Fb psi Fv si E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Ad usted 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 NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:425 Uniform TL: 680 =A Uniform Load A _ -- R1 =1720 R2=1720 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 3378 BeamChek v2011 licensed to.Michael Johnson Reg'#7992-66428 PLAN 3378 MASTER BEDROOM RB-3 Date:8/21/12 Selection 3-118x 10-112 GLB 24F-V4 DF1DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.7 in2 R2=6.0 in2 (1.5)DL Defl= 0.09 in Reconi Cambe -0.14 in Data Beam Span 7.0 ft Reaction 1 LL 25454 Reaction 2 LL 2280# Beam Wt per ft 7.97# Reaction 1 TL 4356# Reaction 2 TL 3869# Bm Wt Included 56# Maximum V 4356# Max Moment 9962'# Max V(Reduced) 3754# TL Max Defl L 1240 T1.Actual Defl L 1463 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in3) Shear in2 TL Defl(in) LL Deft _ Actual 57.42 32.81 0.17 0.08 Critical 49.81 23.46 0.35 0.23 Status OK OK OK OK Ratio 87% 72% 50% 36% 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 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:425 Uniform TL: 680 =A Point LL PointTL Distance 1850 B=3409 3.0 Uniform Load A Pt loads: FBI R1 =4356 R2=3869 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. I PLAN 3378 BeamChek v2011 Licensed lo.Michael Johnson Reg#7992-66428 PLAN 3378 GUEST ROOM B-1 Date:8/21/12 selection 4x 10 DF=L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.0 in2 R2=2.7 W (1.5)DL Defl= 0.02 in Reaction 1 LL 2429# Reaction 2 LL 1229 Data Beam Span 5.0 ft # Beam Wt per ft 7.87# Reaction 1 TL 3748# Reaction 2 TL 1700# l Bm Wt Included 39# Maximum V 3748# Max Moment 3164'# Max V(Reduced) 2809# TL Max Deft L 1240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Attribute Section in' Shear in2 TL Defl in LL Defl Actual 49.91 32.38 0.05 0.03 Critical 35.15 23.41 0.25 0.17 Status OK OK OK OK Ratio 70% 72% 19% 16% Fb(psi) Fv(psi) E(psi x mil Fe-Ups!) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adustments CF Size Factor 1.200 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 Point LL_ Point TL Distance Par Unif LL Par Unif TL Start End 1433 B=2399 1.0 785 H= 1210 0 1.0 360 1=450 1.0 5.0 Pt loads: RI =3748 R2=1700 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. i i PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 KITCHEN B-2 Date:8121/12 selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.3 in2 R2=3.8 in (1.5)DL Defl= 0.03 in Recom Camber-0.04 in Data Beam Span 5.0 ft Reaction 1 LL 2228# Reaction 2 LL 1697#, Beam Wt per ft 6.83# Reaction 1 TL 3427# Reaction 2 TL 2477#I Bm Wt Included 34# Maximum V 3427# Max Moment 4765'# Max V(Reduced) 2514# TL Max Defi L/240 TL Actual Defl L/876 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 42.19 28.13 0.07 0.04 Critical 23.83 15.72 0.25 0.17 Status OK OK OK OK Ratio 56% 56% 27% 23% 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 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 Point LL Point TL Distance Par Unif LL Par UnifTL Start End 1063 B=1720 2.5 785 H=1210 0 2.5 360 1=450 2.5 5.0 Pt loads: MI R1 =3427 R2=2477 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. i I PLAN 3378 BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 PLAN 3378 DINING ROOM B-3 Date:8121/12 Selection 5-1/8x 9 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=7.1 in R2=9.1 in' (1.5)DL Defl- 0.06 in Recorim Camber=0.09 in Data Beam Span 6.0 ft Reaction 1 LL 2912# Reaction 2 LL 3706# Beam Wt per ft 11.21 # Reaction 1 TL 4610# Reaction 2 TL 5933# Bm Wt Included 67# Maximum V 5933# Max Moment 8705 W Max V(Reduced) 5587# TL Max Defl L/240 TL Actual Defl L 1576 LL Max Defl L/360 LL Actual Defl L I>1000 Attribute Section(in') Shear-(in') TL Defl in LL Defl Actual 69.19 46.13 0.13 0.07 Critical 43.53 34.92 0.30 0.20 Status OK OK OK OK Ratio 63% 76% 42% 33% Fb psi Fv(psi) E(psi x mil) FC psi) _ Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 (350 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 toads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2545 B=4356 4.5 785 H=1210 0 4.5 360 1=450 4.5 6.0 H Pt loads: R610 R2=5933 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 q GREAT ROOM B-4 Date:8121112 Selection 3-118x 12 GLB 24F=V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=11.0 in2 R2=9.9 in2 (1.5)DL Deft= 0.09 in Recom Camber--I].13 in Data Beam Span 7.0 ft Reaction 1 LL 4360# Reaction 2 LL 3975# Beam Wt per ft 9.11 # Reaction 1 TL 7128# Reaction 2 TL 6439# Bm Wt Included 64# Maximum V 7128# Max Moment 13729'# Max V(Reduced) 5879# TL Max Defl L 1240 TL Actual Defl L 1473 LL Max Defl L 1360 LL Actual Defl L 1931 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 75.00 37.50 0.18 0.09 Critical 68.64 36.75 0.35 0.23 Status OK OK OK OK Ratio 92% 98% 51% 39% 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 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:805 Uniform TL: 1240 =A Point LL Point TL Distance 1350 B=2412 2.0 1350 C=2412 4.0 Uniform Load A Pt loads: E Z\ R1 =7128 R2=6439 SPAN=7 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 V 1 PLAN 3378 BeamChek v2011.Gcensed to:Michael Johnson Reg#7992-66428 PLAN 3378 GARAGE GBA Date:8/21/12 Selection 4x 12 DF-L#2 Lu=0.0 Ft Condition NDS 2'005 Min Bearing Area R1=4.4 in' R2=4.4 in' (1.5)DL Defl= 0.03 in Data Beam Span 7.0 ft Reaction 1 LL 19604 Reaction 2 LL 1960# Beam Wt per ft 9.57# Reaction 1 TL 2763# Reaction 2 TL 2763# Bm Wt Included 67# Maximum V 2763# Max Moment 4836 W Max V(Reduced) 20234 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 Defl(in) LL Defl Actual 73.83 39.38 0.07 0.05 Critical 58.62 16.86 0.35 0.23 Status OK OK OK OK Ratio 79% 43% 21% 19% Fb(psi) Fv(psi) E psi x mil Fc-L(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adiustments CIF Size Factor 1.100 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:560 Uniform TL: 780 =A Uniform Load A 0 R1 =2763 R2=2763 SPAN=7FT Uniform and partial uniform loads are lbs per lineal ft. I I I Cuar NASH&ASSO(:IATI;S LATERAL DF�IGN DATA PROJECT. A R C H r'i'E C T s PER IBC 09 DATE: 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 Hind Pressure: pg ' (A)(tw)(p�) Haas Shear. V -1.2 S{S(W) where X = Exposure Factor where: C a = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight paw = Base Design Pressure (Sa)(SI) / R = (Ca) SITE/PROJECT SPECIFIC VALUES. SITE/PROJECT SPECIFIC VALUES: Baltic hind Speed -- 85 mph (V )33 Ss - 1.5 per USGS Si - 0.90 per USES Site Class D2 (Default) A - 1.00 Exposure "H" (<30') Seismic Design Category D Iw - 1.00 R - 6.6 from Section 12 Psw= FROM CHAPTER 6 1 A 1.00 C, - 0.180 per Section 12 STANDARD DESIGN INFORMATION The information described below is to be used union otherwise noted on the plans. WOOD DESIGN per Sections 2301 do 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-FnLrne Construction 2008 SDPN (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/e" Dia. X 10". A307 or better. w/ 7" rain. EmbedmeaL V - 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete re - e5oo psi rebar fy = 40.000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11644-N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) M-1918 WWW.HASH-ARCHITECTS.COM V� 1 I I ILL a" I lyl I f ill I � I I ' I a ! II I II I II . o LLL , 1 ! I LLL LLLQ LIE", LLo LL❑ I IIHII LL❑ I z , ❑L❑ ❑L❑[ I !i LLLL v L I I cl So C C r ----To c� M N 1 M � N I Bey i ,. 51 CLIENT. 11 NASH+-ASSOC.'IATES LATERAL--CALCULATIONS PROJECT`. ARC H I T E C T S WIND WORKSHEET DATE. PER IBC 09 NAME! 83:11.P.H. P is 15:9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (/) SHEAR UNIT SHEAF if X H x (see chart for wind pressure MALL SHEAR WALL 6 specified height) LENGTH (ft) (N/ft) TYPE /vo 37 Zug �g.r� krs,yl 2 5f Z1 -7 12116 " 60k yZq3 (L20y/ons-4 j Z ZOct C/ -7 5 � Zz q f44I4rVrZOXl0k1S,Q ) 4- 204c( 35 2L(,,/ 2a xt a klS, 4-22 q 0 Stf /9. 11d44 N.-E. 80th St: Kirkland, MA 98033 (425) 828-4117 Fax (425) 822—I018 Pl 3 iJ WWW.NA$H—ARCH TFX."fS.COU �7 �!L- NASH`ASSOCUM SEISMIC ANALYSIS PROJECT PER 11C 00 DATE: NAME:- Weight of Building: Roof Assembler. Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.$3#/ft Tile - 9.50#/ft Felt - 0.1.5 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses 0 24" o.c. - 1.75 #/ft Trusses 0 24" 0.c. - 1.75 #/ft R:38 Insulation - P-35#/ft R-30 Insulation - 2.25#/ft R 30 Insulation - 2.25#/ft 1/2" GW9 Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 9.76#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/It Use 119.00#/ft 1st do 2nd Floor Assembly: Caret / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4 T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 0 16" o.c. - 2.30#/ft 240 0 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2_00#/lt 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.0.0#/ft Interior Wall Assembly. Exterior Wall Assembly: 1/2" GWB - 2.00#/ft 3/4` Wood Siding - 2.30#/ft 2X4 0 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2- GWD - 2.00#/ft 2x6 0 16" O.C. - 1.37 #/ft Total 5.10 #/ft 12 1 Ins lation - 2.100#/f r Use 8.00#/lt Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fa* (425) 822-1%8 MMW.NASH-ARCHITECTS.CON 1 ' - ' ■ I I CLIENT Nnsx-AssoCcrEs SEISMIC ANALYSIS PROJE A tt c;t l t t'F.C 1'S PER IBC 09 DATE: NAIIE: 2 SEISMIC: .V " (C■) (Wdl) (Plywood) 2nd Level: Root (Asphalt / Cedar Shape) 10#/ft X ��O sf IG 50() or (.Tile) 18#/ft X sf Exterior Walls: L x 10#/sf x 1/2 (h) '7 Z /$Okl o4q (E Interior Nabs: L x 8#/sf x 1/2 (h) /esx9x6t S�20 (Ip) TOTAL. 4'6 Z 1a.t Level: Roof: (13t Floor Roof) 10#/ft X (S� 2nd Floor. 10#/ft X /5S sf 30 Exterior Walls: (E2) + L x 100/sf x 1/2 (h) 720o l- Z o k'le k-q - /6 (El) Interior Wails: (Ip) + L x llf/sf x 1/2 (h) f(qS� 5gZ0 f /6okQAY, S- cif) TOTAL � 50 Basement tat Floor. IE?, /ft X sf Exterior Wa11s (El) + L x 10#/st x 1/2 (h) Interior wells: (I1) + L x 8#/sf x i/`, (h) TOTAL 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (49) 822-1915 WWW,NABH=ARCHITECTS.COO V CWEN7� 11 1vASx&hSSOCIATBS SEISMIC ANALYSIS PROJEC1% A x C71 T i?C T ti PER 19c 09 DATE. NAME: 3 BASE SHEAR: v = (C.) (Wdl) Plywood LEVEL 2: Wdi 7igc �O B x LEVEL 1: Wdl nJQ,r # x 0.166 = �2� 3 TOTA1: Will 1 4 r l y x o.166 = 7� 2 3 (V) Dead Load Hai ht Moment Shear ® Stor Level (Wdl) 0 (Wd1)(h) F'x :u [(wd1)(h)Tv Remarks (wdl)(h) 2 O to C6, 0 :�) � lb (o C4 Total f7ql rU 33) e 11644 N.E. 80th St: Kirkland, WA 98033 (496) 828-4117 tax (4:.Z5) M-1918. WWllr.NA'SH-ARCHITECTS.COM i NASH t ASSOCIATES CLIENT: i1P.CIII'I•L-'C'1'S SEISMIC' ANALYSIS PROJECT: , PXR IBC,09 DATE: NAME 4 a .9q C�C1r z of x ul ►�a �1 0 � �.. i.i1 a � N N ti? ` cN N 1�51 N x w. co�2 v� >co > � N lam' S' duo M x n a4 � c,;, 9 �4 wda 03 zx 5 r N w •-� ti c Q\ �+1 > ,z 41 C,(�) 11844 N.E. 80t_�•St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COU ti NAsx•ASSOCIATES CI3ENT: SEISMIC. ANALYSIS PROJECT`. n�C 14 1'�'[.C'1's PER 1DC 09 DATE: NAM& Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 c2)((1,-1 3 ) -I—6 = r 5 3 q G"E 1 C) c(qf Oct 2. Maximum actual shear Vmax = Largest seismic wall shear 277 3. p = 2=.j2(Vaccstory)AVumax)(Ab 1/2) z � zCr�,Z31 i 53� Kq,09) n� WWO bDU�Y�1 11644 N.E. 80th SE.• Klrklaaci. MA ,98= (425). 828-4117 Fax (425) 822-1918 WWN.NASH ARCHITECTS.Com I c 2009 WSEC Residential Compliance Perr»it Number: I MCI General Information �2 Address:_-`�(IN ��7O Check the box for the applicable: Job Type: ONew ❑Addition ❑Remodel Conditioned Sq.1=t.: 337 Heating Fuel: ❑Electric ❑LPG(Propane) ZGas ❑Other Fuels Heating System: X Forced Air ❑Room Heaters ❑ Hydronic ❑Other Qualification Options There are 2 different qualification options, one is based on a Prescriptive Approach, Chapter 6, and the other is a Component Approach, Chapter 5. Chapter 6 approach includes a Table of options, one of which you will select for your particular design. Choose a compliance option that best suits the economics and design of your project. The Chapter 5 Qualification Form is a second compliance approach and allows a builder more flexibility for alternative methods of construction. The Chapter 5 and Chapter 6 Window and Door Schedules provide an outline to assist you through the specific calculations and requirements for doors and class.Chapter 5 Interactive formats are available online @ www.energy.wsu.edu Responsibility for information Although designated Department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. Disregard items that don't address your particular building or equipment. Design Changes Be sure to get prior approval from the Department if you wish to make changes in your project during construction. Code Books For more detail, refer to the 2009 Washington State Energy Code, this code may be obtained, for free, from Washington State University's Energy Program website (www.6nergy.wsu.edu). This website includes forms, useful links,and downloadable versions of the WSEC. 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 he shown on the drawings. Check the box in front of the option which you will use to meet the prescriptive re uirements: g Glazing U-Factor Wall• Wall• Glazing 9 n0°� Vaulted Wall Above ink �s Slab Option Aireo�of floor Vertical Overhead' Factor Ceilingz Ceilfng3 Grade'z Below Below Floors Grade Grade Grade R-38 Adv. R-21 R-21 R-10 L 13% 0.34 0.50 0.20 or R-49 R-38 Int 7 TB R-10 R-30 2. II. 25% 0.32 0.50 0.20 or R�9 Adv. R-38 R-2Int. B 2'7 TB 2'R-10 R-30 R or III. Unlimited 0.30 0.50 0.20 R-38 Adv, R_38 R-21 R-21 R-10 R 30 R-10 or R-49 Int. TB 2' .Sete WSEC table C-1 for fmhwtes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting I ' n ❑ 1. A minimum of 50 percent of aii 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. (WSK 505.2 C,iiiZigg Schedul?,AUached to Document Please check the box in front of the option which you will use to meetthe requirements: ❑ 1. Does not apply.Using Prescriptive Option III.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. 2. Option I or II,Glazing to floor area limit(WSEC 602.7.2) 3. Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ 4. As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) Whge Houn Ventilation (Prescriptive) Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using. 1. Intermittent Whole House Ventilation Using Exhaust Fans&Fresh Air Inlets.(IRC M1508.4) 2. Intermittent Whole House Ventilation Integrated with a Forced Air System.(IRC M1508.5) ❑ 3. Intermittent Whole House Ventilation using a Supply Fan.(IRC M1508.6) ❑ 4. Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M1508.7) Sourge�Specific Exhaust Ventilation Required in each kitchen, bathroom,water closet compartment,laundry room,indoor swimming pool,spa and other rooms where water vapor or cooling odor is produced. Minimum Source Specific Ventilation Capacity Requirements Bathrooms—Toilet Rooms Kitchens Intermittently operating 50 cfm 100"cfm Continuous operation 20 dim 25 cfm i Chapter 9 optigns Total of 1 credit required:Please circle the option to be used and fill in the.applicable credits Opt Option description Credit Credit Value applied la HIGH EFFICIENCY HVAC EQUIPMENT 1: n Gas,propane or oil-fired furnace or boiler with minimum AFU of 92%On Air-source heat pump with mininium HSFF of 8.5 1.0 7 v 1b HIGH EFFICIENCY HVAC EQUIPMENT 2: Closed-loop ground source heat pump;with a minimum COP of 3.3 2.0 1c HiGH EFFICIENCY HVAC FQUIIPMENT3: Ductless split system heat pumps,zonal control:In home where the primary space heating system Is zonal electric heating,a 2.0 ductless heat pump systern shall be Installed and provide heating to at least one zone of the housing unit. 2 HIGH EFFICIENCY HVAC D15TR18UTION SYSTEM• All heating and cooling system components Installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion.Locating system components in conditioned crawl spaces is not permitted underthis option. 1.D Electric resistance heat is not permitted under this option.Direct combustion heating equipment with AFUE less than 80%Is not permitted under this option. 3a EFFICIENT BUILDING ENVELOPE 1: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U:0.28 floor R-38,slab on grade R-10 full,below grade slab R-10 full or 0.5 Component performance compliance:Reduce the Tar,et UA from Table 5-1 by 5%,as determined using EQ.1.' 3b EFFICIENT BUILDING ENVELOPE 7� Prescriptive compliance is based on Table 6-1,Option IIi with the following modifications:Window U =0.25 and wall R-21 plus R-4 and R-38 floor,slab on grade R-20full,below grade slab R-10 full,and R-21 plus R-5 below grade basement walls,or 1.0 Component performance compliance:Reduce the Target UAfrom Table 5.1 by 15%,as determined uanF.Ea 11 3c SUPER-EFFICIENT BUILDING ENVELOPE 3: Prescriptive compliance is based on Table 61,Option III with the following modifications:Window U:0.22 and wall R-21 plus R-12 and R-38floor,slab on grade R-10 full,below grade slab R-10 full and R-21 plus R-12 below grade basementwalls and R- 2.0 49 advanced ceiling and vault.OR Component performance compliance:Reduce the Target UA from Table 5.1 by30%,as determined using EQ.1 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 50 PA.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations for utilities, 0.5 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 M1503.7 ofthat Code. 4b ADDITIONAL AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: Envelope leakage reduced to 5LA of 0.00015 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of 0.00015 when tested with a blower door at a pressure difference of50 PA.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations for utilities, 1.0 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. BE EFFICIENT WATER HEATING: Water heatingsystem shall include one ofthe following: Gas,propane or oil water heater with a minimum EF of 0.62 OR Electrlc Water Heater with a minimum EF of 0.93 AND for both 0.5 cases All showerhead and kitchen sinkfaucets installed in the house shall meet be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less? 51) HIGH EFFICIENCY WATER HEATING: Water heating system shall Include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82PR Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and 1.5 Certification Corporation(SRCC)Annual Performance of OC-300 Certified Solar Water Heating Systems OR Electric heat pump water heater with a minimum EF of 2,0. 6 SMALL DWELLING UNIT 1 Dwelling units less than 1500 square feet in floor area with less than 300 square feet of window+door area.Additions to existing building that are lessthan 750 square feet of heated floor area.(Must complete attached glazing schedule to use this 1.0 option. 7 LARGE DWF11ING UNiT 1: Dwelling units exceeding 5000square feet•offloor area shall be assessed a deduction for purposes of compfying with Section -1.0 901 of this WSEC. 3 RFNEWANIF ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually byon-site wind or solar equipment a 0.5 credit shall be allowed, I up to 3 credits.Generation shall be calculated as follows:Forsolar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs.Documentation noting solaraecess shall be Included on the plans. 0.5 I For wind generation projects designs shall document annual power generation based on the following factors:The Wind turbine power curve;average annual wind speed at the site;frkfuency distribution ofthc wind speed at the site add height of the tower. See WSECtabl,9-1 hwhrotes TOTAL CREDITS FOR THIS PROJECT I I GIdXir14 SChedUle(Electronic version available 8t:httn://wvnv.energy w WPreriottvp ��•o��+c) Conditioned Floor Area Sum of UA for Heating System Sizing $urn of All Glaring Areas From Debw 1 5-1 Glazing to Floor Area Ratio 602.7.2 Exception Ratio(not to*xaeed 1%)�] Exterior Doors: Plan Cemporient Door. Percent Width Height Glazing poor Door 10 Dotcri tKm Ref. U-factor Gla,_nd Ot. Foot Foci°jat Area Area UA Drro E�enryl SwuyluW Dwr<2�9uuutr Feel Sum of Glazing Area.Door Area,and UA(do not include exempt door) Area Weighted U w(jAfAr#a Sum ofAroa and UA for/Isatingsystem slzo only(lneluda exempt door) Vertical Glazing(WInatows,Glazed doors using Exception 602.E 81) Plan Componont Glazing VVidth Haight Glazing ID Dvccri lion Rof. U-factor Ot. Foat h�h Feat Inch Area UA rivet t a4file- � r V � 1 - -2 s 1 0 SUM ofAroaand UA use, !Nf 7G Area WeTgNvd U-UAtArea Ovemeatl Glazing Plan Componwnt Glazing Width Haight ID Dcecrl tiwt Rof. U Ot. Foot k-h Foot t i' Amu UA .ium pf Area and VA - Duube Glitz"Garden Wlnaowe 9eatlbn 602.7.2 Exasiptlgn Area We7phaed V LoVAt ea Plan Component Width Hight 1{ Dencr;ntion Q Feot Fact t"`l' Aron ll Sum.of Aron Z41m ofArw*X 3(Th/a.total is ecrtomotrcol/y included in the fl/az/ng arva rotal.) C/ozrng VA for Neetrng System 8/zv OnlY-Ana X 0.6.1 Simple Heating System Size (Electronic version available at:btP//vrvm effm yr t edt t nniments/Prescrfative Znnei xisx) Indoor Design Temperature 70 Outdoor Design Temperature F 24 Design Temperature Difference (LT) AT=Indoor-OQ.r.-dres Design Temp 46 Conditioned Floor Area 33?0 Conditioner)Volume q Glazing Copy Sum of UA from Glazing Schedule /K 5.76 Attic U-Factor X Area = UA R-49 0.027 o Z D K S R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area - UA R-38 Vented 0.027 1 1 1 EEI Above Grade Walls U-Factor X area - UA R-21 _ 0.066 = PaLq'41 Floors - �-1 _ U-Factor X Area - UA R-30 0.029 Below Grade Wails U-Factor X Area = UA 2' Depth Walls 0.042 3.6 Depth Walls 0.041 I7'De th Walls 0.037 Slab Below Grade F-Factor X Length - UA 2'Depth 0.60 3.5' Depth 0.04 T De pth 0.87 Slab on Grade F-Factor X Lengtn UA R-10 2'perimeter 0.54 R-10 Full- Hoated 0.55 Sum of UA Envelope Heat Load 1 ( Btu! Hvur Sum ofUAXL Air Leakage Heat Load i,G�Btu! HOUr (': iolurne X 0.6)X AT)X.01s)) Building Design Heat Load �5 Btu! 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