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Home My WebLink About17218 84TH AVE NE_BLD20120185_2026 o C 0 o cN U ( O � o CD u U z Qw ° 44 a A C> o U Q H , u z z � zu 0 z o O ' w 0-1 G ra� a wu � � � zo 0 u 00 w z r 4 o `'� N n o v 00 Q z v ¢ o � x � N � w zUP. H Property Address: CUILdlttunW F1UUI' Area Date >' / J Builder or registered design professional Signature: Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Wall s: Ate u w e grade R- Doors R- Below, int. R- R- Below, ext_ R- !t- U-. Vactar;rerred,S'h[C:C' NRFC rating(or) Windows U- SHGC- Defanit.rating(r,},�jpivr 1 owspc 2.nn4) Skylights U- SHGC- Chapter 4 4pdo►e(s) Total Chet. 4 Credits Hea ft. Cooling A Domesde Hot Water System Type Efficlency � Heating �• ��r� 06- 9710 Cooling DHW ZL( / Duct ear BuildiV Air Leakage All ducts &HVAC in conditioned space (3Q I no) Insulation R- Test Method: I/TUtal leakage _Leakage tU exterior / Air handler present Test. Tsl.rget. C'FM( i2.5Pn Test.Result. C"FML25Pn Building air leakage target: SLA`0.00030 - 'Tested leakage: SLA= Q .0000 L i0n.Wte.IIenewable Energy.Uectdc lower system System type: Rated annual generation Kwh s Insulation Certificate/Attic Card!SLA Testing Batts and Blankets Thermal Performance(Attic Application) When Installed In accordance with the manufacturers f lie stated thermal resistance(R-value)is provided by Installing in accordance with the manufactuers Inslrucguns,the required number of bags recommendations,Knauf baits and blankets will provide per 1,000 sq.ft.of not area.at nut loss 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. If ffilllli&IhWkiriiii� ntents of Inls bag should not The wd To Obtain An Insulation Installed Insulation should not To Obtain an insulation The number of Co Installed Installed Insulation should resistance(R-Value)of: be less than: resistance(R-Value)of: bags11,000 SF of net covermore than: Insulation on 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" 9.00" R-30 14.4 69.7 SF .431 LBS 10.25" R-26 12.4 80.9 SF .371 LBS 9.00" R-22 .50" R-26 R-21HD 6.60" R-22 10A 95.8 SF . LBS 7.75" R-19 625""" R-19 8.9 111.8 SF 268 68 LBS 6.75* R-15HD 3.60" R-13 6.1 164.3 SF .183 LBS 4.75" 3.50" R-13 R-11 5.1 197.6 SF .152 LBS 4.00" R-11 3.50" Bag Weight-Norm. 3U lbs.,btlnlmum 29 lb duc s.Thls prot conforms to the portormanco requirements of ASTM C 764,Typo 1,and cancetlo R-8 2.50" Federal Specification HH-1-10308,Type 1,Class B. R-Valuos are determined In accordance with C 687 and C 518. "R"means resistance to '"R-18 In a 5.6"cavity.Conforms to ASTM C665 and fieat flow. The highor the R-value,the greater the Insulation power. To get the marked R-valuo,It is eseontiai that the Insulation be Installed Federal Specification HH-1-521F. properly. If you do it yourself,got instructions and follow thorn carefully. 2a 9 s ct a'ae ar �4>� ,. ,NK<,K.:> �Q Rg��j [ py;CRlnP�tanc6C 1 ca e'ri8 tfrg AI�� ei�agg.x,,: Framing Adjustment To compon we for framing members,the number of bags per 1,0.00 sq.ft.of area to be Building Air Leakage target: SLA Less than 0.00030 _ Insulated should be as shownbalo'.v. r Tested Leakage SLA; _ )ai ono:. " �t • t? � 3 2x4 31. R-60 2x6 30.8 31.1 BuildingAnalyst Technician : Roscoe Da BPI#CAN10518 30.5 30.8 2x8 2x4 25.3 25.4 R-50 2x6 25.0 25.2 24.6 25.0 t5ri `rd 2x8 21.5 21.7 Attic Area R- 49 49 2x4 21.2 21.5 .Slope Ceilings R. 38 38 R-44 2x6 20.9 21.2 Wells R• 21 21 2x8 1B.4 18.6 Floors(over an unheated crawls ace) R- 30 30 2x4 18.4 R-38 2X6 18.1 17.8 18.2 7.8 Completed as of: 121512012 2X8 1 2x4 14.0 Site Address: Eagle Heights Lot 23 R-30 2 8 13.5 13.6 17218 84t11 Ave NE 13.3 Arlington,98223 2X4 11.9 12.8 Home Builder R-26 2x6 11.6 1 6 11.3 1 Signature: 2x4 9.9 10.1 Home Builder Cornerstone Homes NW LLC R-22 2x6 9.7 9•7 2x8 9.7 9.7 Address: P.O.Box 14424 8.6 Mill Creek Wa 98082 2X4 8.5 R-19 2x6 8.2 8.4 2x8 7.9 8.2 2x4 5.6 5.8 Insulation 5 4 5.6 Contractor: Magaflan Insulation R-13 2x6 5•1 2x8 5.4 22706 58th Place South 4.7 Kent,WA 98032 R-11 2x6 4.6 4.5 2x8 4.1 4 y ' ' . f F CITY OFARLINGTON % 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT - -�- Address. 17218 84TH AVE NE,ARLINGI'ON Permit#:BLD20120185 Parcel#:01089200002300 Valuation:$311,000.00 - APPLICANT 11W 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/l/2012 PLUMBING CONTRACTOR NIECIUNICAL CON-MAC MIR 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 DESCRIPTION New 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 PERMMMPR 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 I NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A C RT FICAP71C CUPANCY HAS BEEN GRANTED.IBC1 10/IRC110. SA TAXSales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return for and codArlington#310 L i iv Si n lure Print Name Date Aeleased By Dat ARCHIVE APPLICANT ASSESSOR OTHER BLD20120185 -7- 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. • Eaves along both 5 feet setbacks cannot exeed 23-inches • Replace the brass fitting on the tail piece if missing. PFR,WIT FM Date Description ree Amount Paid Balance Due 8/20/2012 Plumbing Permit Fee $241.00 $0.00 $241.00 8/20/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 8/20/2012 Building Pen-nit Fee(Q1'Y: 1) $2,787.58 $0.00 $2,787.58 8/20/2012 Bu ilding Plan Check Fee(QTY: 1) $1,811.93 $0.00 $1,811.93 8/20/2012 State Building CA,de Surcharge(QTY-.1) $4.50 $0.00 $4.50 Total Due: $4,955.01 $0.00 $4,955.01 C:ALL FOR INSPNECTIONS BUIZDINGIENGr4EERING/pARKS/UI HJUES/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 • GFoundation Drainage • C-Plumb Ground Work • GPlumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-E-Aerior • C-Framing • C-Insulation/Caulk • C-Si eetrockNail • C-Building Final • C-Roof Drains • C-Underfloor BLD20120185 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120185 OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED 41 ADDRESS: 17218 84TH AVE NE,ARLINGTON BALANCE: $0.00 � '. ISSUED: CREATED: 8/10/2012 SCREENS Select Screen.._ FUNCTIONS: Select Permit Function.. SINGLE FAMILY RESIDENCE NEW REVIEWS :W ?.-$ PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE.. DUE DATE LAST (#) REQ? DQ.. ASSIGN REMOVE 2000 C-Building I CYOUNG 8/17/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 8/17/2012 0 Y N Assign Remove ok https://coapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Reviews.as... 8/10/2012 'i �• � i j +' `� i • - + � � ,. 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 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: E3 Residential Addition ED Residential Alteration Also Including: ED Plumbing (a Mechanical Project Address: 17218 84th Ave NE Arlington,WA 98223 Parcel ID#: 01089200002300 Lot#: 23 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): 15r Floor: 740 2n'Floor: 1912 3rd floor: Deck: 124 Garage/Carport: 886 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 Num er INNOVCS895PM Expiration 10/14/2013 h re certify that th above information is correct and that the construction on, and the occupancy and the use of the above- d cri droperty wil a in accordance with the laws, rules and regulatiog�f to St to of Washington. licants Signature bate Print Applicants Name RECEIVED FOR STAFF USE ONLY AUG 10 2012 Ub kb 1 -61gS �� It'oA P RRAIT CENIER Permit# Accepted By Amount Received Receipt# -Date Received i. , � � . , � ,. � �Ti a - ' 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 3 X 4.0 = 12 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) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 39 Units Traps(other-than above items) Column Totals 17 Estimated Project Valuation Building Square Footage 2652 15t Floor 740 2nd Floor 1912 3rd Floor 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. Pressure in s eet ain: psi. (Measure with gauge or check with Water Department) I ereb certify that he a ove information is correct and that the construction on, and the occupancy and the use of the above- escrib property w I b in accordance with the laws, rules and regulation of the State f Washington. Appi nts Signature at RECEIVED AUG 10 2012 8 COA PERMIT CENTER i . , r � - ii �i � .i �� L i r! �. t � �� 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: (B New Residential ® Addition/Alteration Project Description:New SFR Project Address: 17218 84th Ave NE Arlington, WA 98223 ParcellD#: 01089200002300 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: State: Zip Code:Mill Creek WA 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 ❑ Swim ing ool ❑ Other Authorized Signatur : Date: �C j r For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other REGEW Inspection Required: YES M NO ❑ COA PERMIT ER bl'0 2a12-01 8S i � ', � � F 1,�-. �� J � :��• { l 1 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: 17218 e4th Ave NE Arlington,WA 98223 Parcel ID#: 01089200002300 Lot#: 23 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: 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 + 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 10K CFM + FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 1OK 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. 9e296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 (Ierr�elb certify that the above information is correct and that the construction on, and the occupancy and the use of the above- b d property 'll in accordance with the laws, rules and regulation of the tat/ Washington. JPLann(1n.nAp licants Signature DatJPLam rint Applicants Name RECEIVED FOR STAFF USE ONLY AUG 1 1 0 2012 �1,D�12-bISS �� - C0 Permit# Accepted By Amount Received Receipt# ate Received 2010 CJY •� ' l {' t 2009 WSEC Residential Compliance .JE Permit Number: General U= """"o ""=°=o"" Address'. Check the box for the applicable: �� J� �l�� El Addition [] Remodel Conditioned �oned�� F1.��mr~�«�_ Heatimg Fuel: b Electric Fl LPG(Propone) )![Gas Fl Other Fuels Heating System: WForced Air [:1 Room Heaters ElHydmnic El Other Qualification Options There are 2 different qualification ophunn, one is based on a Prescriptive Approach, Chapbor6' and the other iso Component Approach, Chapter 5. Chapter 6 approach Includes a "Table mfoodmnm, one ufvxhioh you will select for your particular design. Choose a compliance option that best mudm'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 Window and Door Schedules provide on outline to assist you through the specific calculations and requirements for doors and class.Chapter 5 interactive formats are available online dDwxmvmnerU.wmu.edu Responsibility for Information Although designated Department staff members will help you with general questions about completing this form, itis ultimately your responsibility k` provide detailed inYmnnaUnn about heating myo1omn, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accunany, you can avoid unnecessary permit delays byoarmfu|k providing all required information. DimmyQandiUomnmthatdon�oddnoomyourpa��u|orbui|dingmrequipment. 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 dctoi|, refer to the 2008 Washington State Energy Code, this code may be obtained, for free from Washington 01a0a University's Energy Program vvebshe ( )' This vvmbmi ` indudesfnrmo. uoefu| |inks. anddown/oudab/eversionnn/{heVVSEC. ' '- ' . ��0�� mm0��u�m� �~�� AUG 10 2017 COA PERMIT CENTER &�� /�� «�v� ~ - ~ , i .� i ii �' .� �: i 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 prescriptive re uirements: Glazing Glazing U-Factor Door' Wall Wall• Wall 4• Slab Option Area": U- CeilingZ Vaulted Above int ext Floors on %of floor Vertical Overhead' Factor Ceiling Grade'Z Below Below Grade6 Grade Grade 13% 0.34 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 or R-49 Int.1 TB R 10 R-30 2, II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 or R-49 Int.' TB 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.1 TB R 10 R 30 2, See WSEC table 6-1 for fooMofes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) t.ightincl Efficiency: ❑ 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 Glazing Schedule Attached to 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 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) Whole House 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) Source Specific Exhaust Ventilation 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 Capacity Requirements Bathrooms—Toilet Rooms Kitchens Intermittently operating 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm Chapter 9 options Total of 1 credit required:Please circle the o tion to be used and fill in the applicable credits Credit Credit Opt. Option description Value applied Sa HIGH EFFICIENCY HVAC EQUIPMENT 1: Gas;propane or oll-fired furnace or boiler with minimum AFU of 92% R Air-source heat pump with minimum HSPF of 8.5 1.0 f D 1b HIGH EFFICIENCY HVAC EQUIPMENT 2: Closed-loop ground source heat pump;with a minimum COP of 3.3 2.0 Ic 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 HIGH EFFICIENCY HVAC DISTRIBUTION 5YSTEM: 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 under this option. 1.0 Electric resistance heat Is not permitted under this option.Direct combustion heating equipment with AFUE less than 80%is not ermitted 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 0.5 grade R-10 full,below grade slab R-10 full or Component performance compliance:xeouce the Iarget UA from Iawe 5.1 by 5%,as determined using EQ.1.' 3b 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 1.0 R-4 and R-38 floor,slab on grade R-10 full,below grade slab R-10 full,and R-21 plus R-5 below grade basement walls,or Component performance compliance:Reduce the Target UA from Table 5.1 by 15916,as determined using EQ.1.' 3c SUPER-EFFICIENT BUILDING ENVELOPE.3: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U:0.22 and wall R-21 plus R-12 and R-38 floor,slab on grade R-10 full,below grade slab R-10 full and R-21 plus R-12 below grade basement walls and R- 2.0 49 advanced telling and vault.jL Component performance compliance:Reduce the Target UA from Table 5.1 by 30%,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 M3508.7 of that Code. 4b ADDITIONAL AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: Envelope leakage reduced to SLA of 0.00015 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of O.ODDIS 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, 1.0 plumbing,electrical,ventilation,and combustion appliances AMAII 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 of that Code. 5a EFFICIENT WATER HEATING.' Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62QLElectric Water Heater with a minimum EF of 0.93 AND for both 0.5 cases All showerhead and kitchen sink faucets 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? 5b HIGH EFFICIENCY WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.829LSolarwater heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCQ Annual Performance of OG-300 Certified Solar Water Heating Systems2LElectric 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 1.0 existing building that are less than 750 square feet of heated floor area.(Must complete attached glazing schedule to use this option. 7 LARGE DWELLING UNIT 1: Dwelling units exceeding 5D00 square feet of floor area shall be assessed a deduction for purposes of complying with Section -1.0 901 of this WSEC. 8 RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by.on-slte wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits.Generation shall be calculated as follows:For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs.Documentation noting solar access 0.5 shall be included on the plans. 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;frequency distribution of the wind speed at the site and height of the tower. See WSW bbVe 94 for foobvtes TOTAL CREDITS FOR THIS PROJECT �,D Glazing Schedule (Electronic version available at:http:/Iwww.ener9y.Mu.edu/Documents/Prescriptive Zonel.xl ) Conditioned Floor ArealSum of UA for He sting System Sizing d Sum of All Glazing Areas From Volow Glazing to Floor Area Ratio 1 17.� ' 712 602.7.2 Exception Ratio(not to exceed 1 Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID DVSCrI tKm Ref. U-factor Glazed QI. Feel O'h Feet kwdi Area Area UA ,Dom Eamnut Swiminu Dwr-24 Suume Feet Sum of Glazing Ana,Door Area,and UA(do not Include exempt door) Ana Wilghted U-UAW*& Sum ofAna and UA forHeat/ng system size only(Include exempt door) Vertical Glazing(Windows,Glazed doors using Exception 602.6NI) Plan Component Glazing Width Height Glazing ID L)oscn tion Raf. U-factor 01. Foot "—Fewt"-' Area VA 1 Ib I Io B / LieI Sum of Area and UA 1U Arta Weighted U a UA/Aree , cwornesd Glazing Plan Component Glazing Width Height ID Doocri lion Rol. U Ot. Foot '-" Fcot Aroo UA Sum of Ana end UA Ana Welghaod U-UAJAna Doubt Olazod pardon Windows Section 002.7.2 Exception Plan Component Width Height ID Ot. Feet 6"" Feet nmh Aron UA Sum of Area Sum of Area X 3(This.toter is eutomaticogy included in the glazing one total.) G/azOng i/A for HoeHriD Syetem FKe,Only-Ana X 0.03 Simaie Heating wstem Size (Electronic version available at:Li=jjyAyyLeneLgy ya.0 duJ�cumen s/Proscriptive Zonel.xlsxl Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (LT) AT=Indoor-Oirdoor Design Temr 46 Conditioned Floor Area Conditioned Volume 2KdUD Glazing Copy Sum of UA from Glazing Schedule Attic U-Factor X Area = UA R-49 0.027 l q 1 2. L 2 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings u-Factor A Area = UA R-38 Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 19 o v I r Floors U-Factor X Area = UA R-30 0.020 F u 3 ! 9 Below Grade Walls U-Factor X Area = UA 2'Depth Walls 0.042 q v O , 3.5' Depth Walls 0.041 7' De th Walls Q.037 Slab Below Grade F-Factor X Length = UA 2'Depth 0.50 3.5'Depth 0.64 7' De th 0.57 Slab on Grade F-Factor X Length UA R-10 2' perimeter 0.54 R-10 Full - Heated 0.56 Sum of UA Envelope Heat Load ®Btu/ Hour Sum of UA X 3T Air Leakage Heat Load ®Btu / Hour (Nolume X '.6)X c9T)X.010) Building Design Heat Load Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 2 S Btu! Hour If duels are loealed In unconditioned space:Sum,of Bui ding Heat Loss is 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% Btu! Hour Building and Duct Heat Loss X 1.50 i ZON.�0120079 (PT-LIVE) - PermitT�x by Bitco Software Page 1 of 1 - DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120079 OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED `` ADDRESS: 17218 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/10/2012 SCREENS: Select Screen... 0 FUNCTIONS. Select Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE.. DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 1002 P-Engineering I LPETERS... 8/15/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 8/15/2012 0 Y N Assign Remove 1020 P-Sewer FRAPELY... 8/15/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPARD 8/15/2012 0 Y N Assign Remove 1028 P-Water EANDER... 8/15/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 8/15/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 8/15/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 8/15/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 8/15/2012 0 Y N Assign Remove 2014 C-Planning I PELLIS 8/15/2012 0 Y N Assign Remove Llk https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Reviews.as... 8/10/2012 A RESIDENTIAL 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: 8/7/2012 Address: 1721 th Ave NE Arlin to ,WA 98223 Plat: Eagle Heights Div II Lot 23 Owner/Apdca : Cornersto omes NW LLC Signature: 6 Z It of ac uracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425-3 8-5888 (C) 425-923-0926 1. Please check one: ✓❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d.Accessory structure 2. Proposed Dimensions: W) 50 L) 40 H) 26 Total SF) 2717 3. Allowed Lot Coverage: Total Lot Size 8716 SF x 35% = 3050.60 SF 4. Actual Lot Coverage: (SF of all structures) 2200 _ 8716 (lot size) = 25 % (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 OFFICIAL USE ONLY AUG 10 2012 PROPERTY ZONED APPROVED El DENIED_ GAWJN ERT Z.oNt3'D/a-Do�� :.: 1 .��,�lam- ��3� .� _ , N Ri tW G or G 0.0 2' _ nl O ^II uco N J _j o co DECK Z � to W I I 0 W 265204 i o GARAGE / dam' LL i i M N ' O z O L[7 ' t—- s' O co U paROH r - O a - -I L 2_CAHTI' r - - - W co • p�.- - - " y � N 1- - �UQ a In w W F- o = - Y oo U ui i zz pp Z a ~ Q �000Nw50.�� (NN ( N(D 12•37 N w CO w0 In 0 0 W b- W' RECEIVED co N aoaoCY wz NZ IW- z J 0 0 0 o o AUG 10 2012 � �- o 0 a o Q o 0 o N COA PERMIT CENTER �1 f)lA nIa-oIw.5- ..� ly. I L� ' 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. I acknowledge tl� tall items design ated as submittal requirements must accompany my Building Permit Application o be onsidered a co pl a submittal. i Signature, Date: O ner/Owner'sCNW resentative Company: Corerstone Hes LLC Phone: 425-338-5888 RECEIVED AUG 10 2012 6 COA PERMIT CENTER f)Lb nI?-ooBs- 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 F_ Two (2) accurate fully dimensioned plot plans v �_ 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 - RESIDENTIAL PERMIT t 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. lo. Retaining walls. �. 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 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 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 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 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. 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 4 lam, �' NASH &ASSOCIATES ARCHITECTS PLAN 2652 BEAM, LATERAL & SEISMIC CALCULATIONS 2512 Re ,-- RECEIVED AUG 10 2012 CHARYT-H r. �sr a�,� 2009 IBC �'. STATE Of n`�1f�PP1W(a7Ch' COA PERMIT CENTER JANUARY 1, 2012 11644 N.E. 80th St. Kirkland, NA 98033 (425) 828-4117 Fax (425) 822-1918 KW1V.NASH—ARCHITECTS.COY —41 �. � �r, CLIENT: NASH ASSOCIATES BEAM DESIGN DATA PROJECT: l'r c Is DATE: NAME: Roof Loads: LL 25 y/sf DL 15 N/sf Total 40 N/sf Unless Noted Otherwise Floor Loads: LL 40 N/sf DL 10 N/sf Total 50 Ai/sf Deck Loads: LL 60 H/sf DL 10 y/sf Total 70 N/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 PSI E = 1,300.000 Glu—Lam Beams: fv - 165 PSI fb = 2,400 PSI (reduced by size factor, CPKI) E = 1.800.000 11644 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM _ �. /. ti • PLAN 2652 BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 PLAN 2652 BEDROOM TWO RB-1 Date:8/01/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.2 in2 R2=7.3 in (1.5)DL Defl= 0.04 in Recom Cambe -0.06 in Data Beam Span 5.0 ft Reaction 1 LL 1620# Reaction 2 LL 2730# Beam Wt per ft 6.83# Reaction 1 TL 2699# Reaction 2 TL 4744# Bm Wt Included 34 # Maximum V 4744# Max Moment 4516'# Max V(Reduced) 4139# TL Max Defl L/240 TL Actual Defl L/806 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 42.19 28.13 0.07 0.04 Critical 22.58 25.87 0.25 0.17 Status OK OK OK OK Ratio 54% 92% 30% 22% 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:500 Uniform TL: 800 =A Point LL Point TL Distance 1850 B=3409 4.0 Uniform Load A Pt loads: 0 R1 =2699 R2=4744 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2652 BearnChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2652 DINING ROOM RB-2 Date:8/01112 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.9 in R2=3.9 in (1.5)DL Defl= 0.04 in Data Beam Span 6.0 ft Reaction 1 LL 1500# Reaction 2 LL 1500# Beam Wt per ft 7.87# Reaction 1 TL 2424# Reaction 2 TL 2424# Bm Wt Included 47# Maximum V 2424# Max Moment 3635'# Max V(Reduced) 1801 # TL Max Defl L/240 TL Actual Defl L/950 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 49.91 32.38 0.08 0.04 rritiral 4n RG is ni n Rn n gn Status OK OK OK OK Ratio 81% 46% 25% 20% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Valises 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:500 Uniform TL: 800 =A Uniform Load A 0 R1 =2424 R2=2424 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2652 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2652 GREAT ROOM RB-3 Date:8/01/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=7.3 in2 R2=4.2 in' (1.5)DL Defl= 0.04 in Recom Camber=0.06 in Data Beam Span 5.0 ft Reaction 1 LL 2730# Reaction 2 LL 1620# Beam Wt per ft 6.83# Reaction 1 TL 4744# Reaction 2 TL 2699# Bm Wt Included 34# Maximum V 4744# Max Moment 4516'# Max V(Reduced) 4139# TL Max Defl L/240 TL Actual Defl L/806 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear inz TL Defl in LL Defl Actual 42.19 28.13 0.07 0.04 Critical ??F8 25.87 n.25 n.17 Stas OK OK OK OK Ratio 54% 92% 30% 22% Fb(psi) Fv(psi) E(psi x mil) Fc 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 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:500 Uniform TL: 800 =A Point LL Point TL Distance 1850 B=3409 1.0 Uniform Load A Pt loads: 0 R1 =4744 R2=2699 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2652 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2652 BASEMENT BB-1 Date:8/01/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.0 in R2=4.0 in (1.5)DL Defl= 0.03 in Data Beam Span 7.0 ft Reaction 1 LL 1960# Reaction 2 LL 1960# Beam Wt per ft 7.87# Reaction 1 TL 2478# Reaction 2 TL 2478# Bm Wt Included 55 # Maximum V 2478# Max Moment 4336'# Max V(Reduced) 1932# TL Max Defl L/240 TL Actual Defl L/736 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear ins TL Defl in LL Defl Actual 49.91 32.38 0.11 0.08 Critical dR 17 1 R i n (1'A n 7� Status OK OK OK OK Ratio 97% 50% 33% 35% 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 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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:560 Uniform TL: 700 =A Uniform Load A 0 R1 =2478 R2=2478 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2652 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2652 GARAGE GB-1 Date:8/01/12 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.9 in2 R2= 15.4 in' (1.5)DL Defl= 0.10 in Recom Camber-0.15 in Data Beam Span 9.0 ft Reaction 1 LL 3525# Reaction 2 LL 6150# Beam Wt per ft 14.94 # Reaction 1 TL 5763# Reaction 2 TL 10042# Bm Wt Included 135# Maximum V 10042# Max Moment 14508'# Max V(Reduced) 8897# TL Max Defl L/240 TL Actual Defl L/533 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear in2 TL Defl in LL Defl Actual 123.00 61.50 0.20 0.10 Critical F72.54 55.61 0.45 0.30 Status OK OK OK OK I Ratio 59% 90% 45% 35% 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:700 Uniform TL: 1130 =A Point LL Point TL Distance 3375 B=5501 8.0 Uniform Load A Pt loads: R1 =5763 R2= 10042 SPAN=9FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2652 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2652 GARAGE GB-2 Date:8/01/12 I c ion 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.6 in2 R2=2.6 in' (1.5)DL Defl= 0.03 in Data Beam Span 9.0 ft Reaction 1 LL 1260# Reaction 2 LL 1260# Beam Wt per ft 9.57 # Reaction 1 TL 1618# Reaction 2 TL 1618# Bm Wt Included 86# Maximum V 1618# Max Moment 3641 '# Max V(Reduced) 1281 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 73.83 39.38 0.09 0.06 44.113 10.67 0.45 0.30 ..u Status OK OK OK OK Ratio 60% 27% 20% 21% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adiustments CF 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:280 Uniform TL: 350 =A Uniform Load A 0 R1 = 1618 R2= 1618 SPAN=9FT Uniform and partial uniform loads are Ibs per lineal ft. CLIENT: NASH•ASSOCI M LATERAL DESIGN DATA PROJECT: 1RCHITECTS 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 Wind Pressure: ps - (k)(lw)(p.) Base Shear. V v 1.2 S j 3(W) where A, = Exposure Factor where: Cs = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight pm = Base Design Pressure (Ss)(SI) / R = (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V )3s Ss - 1.5 per USGS S1 - 0.90 per USGS Site Class D2 (Default) A 3 1.00 Exposure "B" (<30') Seismic Design Category D lw - 1.00 R - 6.5 from Section 12 Pwo= 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 do 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Die. X 10", A307 or better, w/ 7" min. Embedment. V - 1104 p/bolt CONCRETE DESIGN per Chapter 19 do ACI 318-02 concrete re - 2500 psi mbar fy a 40.000 psi MISCELLANEOUS 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 l� U N � , I 1 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑ Q� ❑ DEll cJ LA T1 I 1 I r i t i o � c--4 u = N � N ti A � 0 L �� °9 Id, CLIENT. NASH-ASSOCIATES LATERAL CALCULATIONS PROJECT. 1�(:I I I .l 1 CT s WIND WORKSHEET 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 (fir) SHEAR UNIT SHEAR N x H x (see chart for wind pressure MALL SHEAR MALL • specified height) LENGTH (ft) (#/ft) TYPE �v Z Sup k(�-fC I Too (ofy q .�iSa Z f27 61l q �� Z �-- qr_9 k Lw2 6/1 � 16 11644 N.E. 80th St. Kirkland, NA 98033 (425) 828-4117 Fax (425) 822-1918 WW1Y.NASH-ARCHITECTS.COM J1 7 CLIENT: NASHaASSOMTES SEISMIC ANALYSIS PROJECT: A R C H 1 T E C T S 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 9.75#/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- Carpet / 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" o.c. - 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 ® 16" o.c. - 1.37 #/ft Total 5.10 #/ft R-2 G 1 Insulation - 2.10 #/ft Use 8.00#/ft 2.00#/ft 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 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM CLIENT: NASH&MOCIATU SEISMIC ANALYSIS PROJECT: AR�:HITEC"'S PER IBC 09 DATE: NAME: 2 SEISMIC: V = (C.) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X sf = or (Tile) 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) (E2) Interior Walls: L x 8#/sf x 1/2 (h) (I� TOTAL• - 1st Level: Root (1st Floor Roof) 10#/ft X l9'l Z sf 2nd Floor. 10#/ft X sf = Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) GjO D Q Ova kl0k Cie 1' (E1) Interior Walls: (10 + L x 8#/sf x 1/2 (h) Zosk 9X q, r TOTAL• a SSOy Basement: 1st Floor. 10#/ft X sf =I Q l Z 0 Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (I1) + L x 8#/sf x 1/2 (h) 7300fr 1ZoA-ek,K(r I ?o0 TOTAL - "l 0 ca ZO 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.CON .� i CWENT: NASH a ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 09 DATE: NAME: 3 BASE SHEAR: V = (Co ) (Wdl) ?Plywood ` �w LEVEL 2: Wdl 7 s�f # x 0.166 = LEVEL 1: Wdl '(01 �2 y x 0.166 = i TOTAL- Wdl 6JN',3 N x 0.166 = Iq (v) Level Dead Load Hei ht Moment Shear ® Stor (Wdl) (h� (Wdl)(h) Fx = [(Wdl)(h)TV Remarks (Wdl)(h) 2 3��J (�3 63cf(``4 g �S�CIK /rz7 v Total l 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM F r �� 4 NASH k ASSOCIATES CLIENT: R C I I i T j1'C r s SEISMIC ANALYSIS PROJECT: PER IBC 09 DATE: NAME: 4 0:a Wa x� i b xAa WtiN Oaf F ax d� �W x x d ` QQ o cq > vwi > n a a o rYT E-F a � a M � cT z �/ �'� a a w ..a 11644 N.E. 80th St. Kirkland, NA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COI! CWENT: NASH a ASSOCIATES SEISMIC ANALYSIS PROJECT: 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 � (v %rL4 5(A 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) z - C 1)WO oW �5 -� 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.CO M --41 � � :: I u; Wrlkten dimensions on thls drI-q shall have precaaance ov®r o calaa dimensions. contaotor wall�arlfy a iondlt�ons,e .,pertaining to the. before proceadsing. ne o t ba nourad of ari m the wd/ alt:on s - dr�w'ngs. My snail- ch ry rlatlon o bs r vad byy a wo t owner pri r ko pro edl ng n the reK1 r the Gontrackorm aehall ac ept P II aspo lbi'Ity For thac ost to rectify sam HEIGHT OF STRUCTURE 2X8 BARGE BOARD W/IX3 TRIM REGI3TE ® ALL GABLE ENDS } —H T D ASPHALT COMP.SHINGLES ON IS#FELT A1A-1JASti METAL FASCIA GUTTER MAIN FLOOR P.L. GEM-PLANK SIDING ��—^ FEE] - WHERE SHOWN Ell 4"CORNER iNFIN 1L11. MAIN r LOWER-LOOP-P.L O U� ryp9 4"WINDOW/ - �Y DOOR TRIM ❑��❑ ❑11E❑ ❑0�❑ ❑DEC ' CULTURED STONE VENEER C INSTALL PER MFD. [7 El❑❑ �❑❑ SPEGIFIGATI ONS ICI! .� NOTES: u� _ ❑_!�� f-1 �R. LOWER I. ALL WOOD EXPOSED TO WEATHER - - - - - - -- SHALL BE PRE55URE TREATED, CEDAR OR PAINTED 2.CAULK AND SEAL ALL R ••�WINDOW/DOOR � AND EXTERIO ENVELOPE T KONT 1= =\/ 4T1 ON W PENETRATIONS. - r 3.GLAZING PER STATE ENERGY CODE. SEE GENERAL NOTES SCALE: I/4" I'-O" MINI RE5 NCJTE 4.SEPERATE PERMITS ARE REQUIRED ( 1-:�QT�GES D O FOR FENCES,PLUMBING,MEGHANIGAL, - I DRFS NVMBER AND ELECTRICAL. I"If�lt`l Ia Z I 1NIMUM 4' <, N EI-t A t ry "I.JM TRt-J� E NI J r{ A 1 " LOWi 740 ah -0 f3EOU �N A c .-PAS 5.PROTECTION FROM DECAY IS REQUIRED FOR ALL T�T�i ~ADZ I; �-N«ROUF'...� PF R Ih 31U 111 WOOD SIDING AND WALL FRAMING LF55 THAN IlJ 2"ABOVE GONGRETE STEPS,PORCH SLABS, N PATIO SLABS,AND SIMILAR HORIZONTAL SURFACES GRR,A6� :.�fl✓F " EXPOSED TO THE WEATHER 6.REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 7.S.G. = SAFETY GLASS za ft MAIN FLOOR P.L .I 0 ILI ill, -- �, data: o7-I8-I2 permit: I�I _ I s 'lI _ - --` 00-o 0-00-00 =� Imo— I I FIN.PLR. MAIN - - - - power- �,� •SY LOWER f - SS G - drawn by MWJ i D/ checked by: l8"RFF - Sb• I � I L _ _FIN.FL.R.LOWER CJ F= � 2O0Q ^EEG 8 VIAO RESIDENTIAL PRESCRIPTIVE COMPLIANCE CHART REAR ELEVATION OFFICE COY P T w F� .,Earle=. vex�no o�roR c u R_2EM �� ooR aRs�e SEE GENERAL NOTES SCALE: I/4" I'-O" y •25%0 0.3� 0.50 0.20 ®� R130 RBA R-10 R-30 R-10 • FOR ALL DWELLINGS BETWEEN I500 SOFT AND 5000 SOFT. I CREDIT 15 REQUIRED FROM TABLE-1-I. =.AT� OPTION la WILL BE USED FOR THIS DWELLING(HIGH EFFIGF.NC"IVAG E7 tbl CITY AR��NG I Q _ GAS FIRED I-I�kNAC.E wl TH A MIN.`�IUM AFUE OF 92% 'Vl7 •.HEATING DJGTS ARE NOT ALLOWED TO DISPLAGE REQUIRED INSA�ION ✓vITtiIN THE EXTERIOR WALLS,FLOORS,AND GEILIN65 G DEPP.P,TMENT •DUCTS SHALL BE LEAK TESTED IN AGGORDANCE WITH R5 35,USING THE MAXIMUM DUCT RECEIVED r)FJED RG0.e�I b"L"&! LEAKAGE RATES SPECIFIED IN SECTION 503.10.3 Sf •A WHOLE HOUSE AIR LEAKA TEST IS REQUIRED /J'j�� AUK IO�.GIZ A WHOLE HOUSE VNIILATIBN SYSTEM IS RECU'JIRED Z BY __ AALL EXTERIOR L.G,I I IN6 F=1X JRES`'IUST BE HIGH EFFIGEN(Y FIXTURES ESnuTh� z c -/U(/-- �.`t�A.PEtiMITCEN7 f�• AMINIMUM50% 0 ALL. 'N71H 'FORLIGHTINGFIXTURES MU5-TBE HIGH EFFIGENGYFIXTURES IN'`ti BY. R ENERGY COVE �:oMF'._.ANCL' CERT.POSTED WITHIN 3'FEET OF ELEC. PANEL G INSPtCTUR B(A2v�2o1&�' * PROGRAMMAB_E -'I-L-_RNOS7 AT REQUIRED Written armenslons on tMls drawing a all have precedence over add ns Contactor shop v rr4F all dimensions, / cone resns s ..�- Any v a bu h 1 _ m G u ra�p�r�r- �ytforU kha cost to etrfy sane uc HEIGHT OF STRUCTURE 2612 REG:S"ERED A_, HALT COMP.SHINGLES cT O'I� I5#FELT H METAL FASCIA GUTTER tE .MAIN FLOOR P.L. III � VJ r i GEM-PLANK 51E>Mrl WHERE SHOWN , I 4" CORNER - - - �— �� _ _ I LR:MAIN__ .n.8 I _ �-, .. t —� LO✓vEF- FLOOR P.L O 4"WINDOW/ .DOOR TRIM ❑F77 , ❑❑❑El ❑ — II CULTURE El D STONE VENEER 1 'U❑ ❑❑ I. - - — INSTALL PER MFD. L __ ^ SPECIFICATIONS �I `I NOTE5f ❑_ _L� -.._ __...- _i,__-EWER _-lc� I. ALL WOOD EXPOSED TO WEATHER ---`-' SHALL BE PRESSURE TREATED,. CEDAR OR PAINTED 21.CAULK.AND SEAL ALL WINDOW/DOOR IRONT F-Lr=\/?.TION AND EXTERIOR ENVELOPE _ T PENETRATIONS. L SEE GENERAL NOTES SCALE: I/4" = I'-0" - J S NO_�E 3.GLAZING PER STATE ENERGY CODE. .. II ��`J ^OOTAGE� - O - h f L 4.5EPERATE PERMITS ARE REQUIRED L,IAIN �- FOR FENGE5,PLUMBING,MEGHANIGAL, e ,r _ '> /, AND ELECTRICAL. L:^Y4i ' -1-+0 E rITRA NG 5.PROTECTION FROM DECAY 15 REQUIRED FOR ALL _ BAG�_GROUND 'ERIRG -n Iq. W D W OD 51DING ANC? FRAMING LE55 THAN TOTAL ZC�JSZ O 2" ABOVE CONCRETE STEPS,PORCH SLABS, C7ARAG_ GAO PATIO SLABS,AND SIMILAR HORIZONTAL SURFACES -- I EXPOSED TO THE WEATHER -- - � z0 6.REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -f.5.G. = SAFETY GLA55 nn O NZ tQ MAIN FLOOR P.L. J O L V L — J revisions: FIN.FLR.MAIN - --- _."----. LOWER i=L-COR P_L� checked by: L _ FIN.FLR. LOWER 2009 WSEG B VIAO RE5IDENTIAL PRE5CRIPTh/E COMPLIANCE CHART REAR ELEVATION - - - SEE GENERAL NOTES SCALE: I/4" O_ *FOR ALL DWELLINGS BETWEEN 1500 SOFT AND 5000 SQFT, CREDIT IS REQUIRED FROM TABLE 4-1. OPTION lq WILL BE U5ED FOR THIS DWELLING(HIGH EFF-EN& -\/AC Ex,iI�MENI) GA5 FIRED FUFZNAGE wl-LH A MINIMUM AI-UE OF q2:5 *HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS,FLOORS,AND CEILINGS * DUCTS�,I1ALL 8E LEAK TESTED IN ACCORDANCE WITH RS-35,USING THE MAXIMUM DUCT LEAKAG' RA-E5 SPECIFIED IN SECTION 50510.5 *A WHOLE HOUSE AIR LEAKAGE TEST IS REQUIRED *A WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED *ALL EXTERIOR LIGHTING FIXTURES MUST BE HIGH EFFIGENG-r FIXTURES * A MINIMUM 50%OF ALL INTERIOR L GHTING FIXTURES MUST BE HIGH EFFIGENGY FIXTURES * ENERGY GO:E GOMPLIANGE G�RT. P05TEIJ WITHIN 3'FEET OF ELEG.PANEL * PROGRAMMABLE THERM05TA`RFOUIRED wr¢ton alme�srns this drawsng ahau h:�e Foreoeaeroe over else almensors. aotor Nall v rlrq ou - 9ondltlons,s oerta n�nq to tNe work before proceeasny. Tha O st a^y v 5 f the almenslons and/or c rtl�iesa d- An y y Bch v lotion shad o solved by the o r pr orto pprr aeding ItN the worek t contractoes II accept ' fill responslblllty For ehec r oet t,to rectify soma. HEG� CT STATE OFWgMgAMNGGTT MAIN FLOOR P.L. 4 n a 'III J ilk' FIN.FLR.MAIti- l Cr s LOWER FLOOR Ag M FIN.FLR_LOWERI SEE GENERAL NOTES SCALE: 1/4" 1'-0" _ p � n w � z � � n � d uai a U ■0` �1 MAIN FLOOR P.L. — V data: 0'/-I0-12 permit: _ - reels ions: I FIN.FLR.MAIN LOWER FLOOR P.L. --'— — drown by MWJ __ chackBd�by: SHEE= FIN.FLR.LOWER L1=f=T ELEVr47'ION SEE GENERAL NOTES SCALE I/4" = P-O" ^.tt®n dlmanslons on thls drawing shall�a a prated®nc® ver etl d ns ohs. contactor shall v ':=�all dimensions, o _ etc.e pertaining to thew Fore proceeding. na L'F'ed of any ov s from the �Ui�r�r shown o e drawing a,ny TMch��atl - all be reso N®d by the owner prloa to p ceding with„the rk,or the Go tractor shall c®pt ' full r®spa ibll'ty for th®cost to rectify soma. �ZStZ REGi `\II rec G WAS NASH STATE OF WASHINGtON MAIN FLOOR P.L. [El t con U B FIN.FLR.MAIN a ti 0 - LOWER FLOOR P:L,, I L ^OLR V/ RI C7HT 1=L1=VA71 ON lu SEE GENERAL NOTES SCALE: 1/4" = 1'-0" -. 0 0 'n n � z0 0 lu 0 z 0 T MAIN FLOOR P.L. 0 Q . _ permit: 00-00-00 1 6 FIN.FLR.MAIN LOWER FLOOR P.L. - — — - . drawn by MwJ I — FIN.FLR.LOWER — — — — _ — — - L.EfT '=LTV TION SEE GENERAL NOTES SCALE: 1/4" = P-O" Written dim...Iona o thla drawing shall have precedence over caged dimenaloro. Contactor.hall verify all dimension., ondlklone,etc.,pertaining to the work before proceeding. THs Owner must be no'.—of any variation.from the dimensions and/or condlLlon..h—h these drawing.. Any cN va IPklon hall be r a.lvsd byy the Owner prior to pp sedings Ith the w rk`or the Go LracLaon shall ac cept or khe oak P�II reapo Iblllty f to cklfy a e. 50'-0" OVERALL r_7 I ® I L _ �F+ ��C ry h iAl ! L F L3 TO 2312 R�BIERB0 P A S A S J} IF HA, rah t L.ON OUT5I1:1E jpftr 1T 7 J } E J015T5 tal_p" PI-6" s A s nNN�A ------------------- ————— --- ------------------------------------- —_____ _____--- l r — ---------1 r--- isle�a Rroroy I� I` INSULATION NOT I NEEDED WHEN SRADE S 4 FEET OR MORE --- ABOVE SLAB ELEVATION _J ——— 'I. 4.GONG.SLAB ON I V SRAVEL FILL ON M _ COPACT EARTH. e +1\ BAR IE MIL VAPOR l \ N 3.R-10 RI—I INS.a _ F PERIMETER.SLAB R Z EDGE,.4"TOTAL. O " b"GO FOUNDATION WALL X n I FI m g TYP.a INSLE JOIST LOAD 1311xT"C ONT.GONG.FOOTING TYP.a INSLE JOIST LOAD -1 IS"XIZ"STRIP FOOTINS JQ — N——— CONTINUOUS __—_____—_--- r! I KL_________ _ � I I I 11 m I I I I i i O I I I Ie"x12^STRIP Foorwb I 4"GONG.SLAB ON W/2-a4 CONTINUOUS '.� 4"6RANULAR StI L-______________ ON TAMPED GRADE d' SLOPE S"TO O.H.DR. F Z ------------------� I ' j wa GONT.FOOTING —NT.POOTINS O •O.H.DOOR a O.H.DOOR I �F L--__ EDGE— SLAB ___--- EDGE— SLAB __—J L_______--__-- 'C AF (11 1 9- ..... .......... _..`.%.... 1�..........._ _______————_ ___________ _)•_— ____—_ S S S S date: O"7-IH-12 *t tie, �dF �a �a parmlt: F F rovlolora: L-I aJpLi,.',=�"a ry�x 00-00-00 1 drawn byy W MJ SHEAR NOTE: R.O. I_ 1„ GhaGkod by: I, 5X MATHRIAL CAN BE 115ED FOR ALL MUI751LL5 2.SET A DOUBLE 2X 57UD BEHIND EVERY 5THDI4 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN.SET HOLOOWN 50'-O" OVERALL 1/2"MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE F- MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLD01,11N5. .(.i 5, A MST45 STRAP WITH(2) 1/2"BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A MISPLACED 5THDI4 HOLDOlNN. NOTES. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN a LOW POINT IN GRAWLSPAGE. SOLID BLOGKINS UNDER ALL BEARING WALLS, SLOPE ALL GONG.STOOPS AND/OR PATIOS 1/4"PER FOOT AWAY FROM DOORWAYS. BEARINS WALL ABOVE e SHEAR NOTE: 5EE SHEET LI FOR SHEAR WALL LOCATIONS,SHEAR WALL NAILING SCHEDULE, d DETAILS. _0UN=7A710N ?=L-AN _ 5EE GENERAL NOTES SCALE /4' -O" Writtol d—Malona o thle drowing shoo nave proo•d c lm• •nc•over al•d dnelona. contoctor hall lPy all dlm•rolona,a ndlClona,•Cc.,p•rtalning to the wo vrrk b•Por•proc••ding. The Owner moat be notlfl•d of any varlationa from eh• dlmenelona and/or condltlone shown n kh•ae tlrawinge. Any ch v Iatlon hall lltb•r solved byy the Owner pr for to p ewding wlCh the rkLor the Go tractor shall accept Pull r•eponelb Ith h. kh• oak to rectify cam•. 50'-O" OVERALL 22,_4" c Ate} a FI" I 5o56 XO 5LDR. 5096 O SLDR. Re 6I MCT rftcr � n�o Km `e > III\ I � TA L FLASHING•RIM SEE NOTES lll��• 91 MP50N LU5210 _ _ - - Z-MAX JOIST = 1'� HANGER $IMPSON DTT2Z-5D52,5 _ I8"FLOOR TRUSSES® 24"O.G. PAN I ZpNl�S TWO PLACES AT DEGK. LJ OO USE(2)2x J015T5 AT T UNLESS OTHERWISE NOTED BAT �T L� EACH LOCATION PER / OOv T p/] - V YL SIMP50N SPEGIFIGATIONS. Sr m/1 (jJT 1 NAIL FLOOR 5HEATHIN6 AT Q vJ W S"AT DOUBLE J015T ./ WITH 1/2"DIAMETER THREADED ROD 24"LON,5 Ir�Lyyyy,�',N 12O[b X 6£DLA6 HOT NIPPED&ALVANIZED OR _J p STAINLESS STEEL LA6 LOUD SHALL BE PEALED THE 2 INCHES Fy.+ f�l PROM E BOTTOM OR TOP OF THE DEGK i LEDGER AND SETweeN 2-1"PROM THE I _. ANDS OF THE DEGK LEO6ER.THE LAB BOLTS ATL OTf MOMO7�NS THEHEMHOORI-TAL - __. - - -- - - - 20'_ ^ RUN OF THE DECK LEDGER/ -I' (, 7 LAB BOLrs ARE TG BE Ar EVERY Jalar EAY J N 1 d fl) J Fi (10"O.GJ ,yin BB 4XI� BLN.PLAT I�j 2x6 L DECK LEDGER DETAIL / ~-__--_ 2 A 2 8 _ wQ B X 0 1 . 2 68 r7 r �,RAv,L vENrs.-1MP. pp __. 18 x6'SGRtFNE� G NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 5 51VD5 0 24"O.G.TYPICAL. ALL INTERIOR WALLS TO BE ^ W 2 X 4 STJDS 0 24'O.G.TYPICAL. ALL HEADERS TO SE 4XIO DFa2 - -. - FsARAFaE - - 4 O /y��F \(�\ UNLESS NOTED OTHER NCWISE, NC I Od, 111 FUR-OUT HEADERS TO MATCH 2 X B W �x 3X O N ry 3 WALLS. _ _ _ „ — °�— h� I pI3 W SWOALD BLOGKIN6 UNDER ALL BEARING y n III III B)�Ixb ry d� O ry TUB/5F10WER UNITS SHALL HAVE FIRE �* _ _ C7IRDER TRU55 yy ��I FOR OPT ON 5 B4OGKIN6 BETWEEN WALL STUDS AND _ BO YA55 O HbIP I�EO J WATERPROOF SURROUNDS TO♦12 FROM DRAIN. bLAZIN6NG,ILUD INS WINDOWS WITHIN♦T2'OF DRAIN, SHALL BE EAFTEY 6LAS5. SHOWER FLOW 15 LIMITED TO 2.5 SAL/MIN. p D—NNE—D TO IAMETER WNO 4"SMOOTH MAXIMUM AAA OVENT PIPE O III I I --DQ I-RRP T l�l 2X SPS EXHAUST FANS LARGER THAN SOGFM MAY BE Z DO F IS, �15IZe OF 15 �oMWSTION AIR ul FUEL BUURNINS,APPLI�ANGES FOR ALES I 3 A� l ry �l 4X O r - ®016"O.G. —..—.._.._._�. �� V _� LEGEND. i � � ems' r- BEARING WALL III 9O✓'�O O.IIi. L �F GARAGE DOO LJ TA GE 00 7 -------- 1 Q N[JM IM BEARINb ABOVE ABV. SL PI-B 2B .._..._.... _. . FLOOR LINE ABOVE �qT -------- GVQtO: O-I-6-2 Pr,LD. -1 D-I/8" X - q B=2 XI2 -___ POINT LOAD ABOVE G.L.B. L JFp �p1�.Epr— MULTIPLE 2.9T 9 2x a W 2x etlOa (2)'x_SD 1noa ——_—_——— rOvlB Iona: PLArEe 00-00-00 •POINT LOAD •PLA INE OF FLOOR ABOVE FLA*Ea O SMOKE DETECTOR IIOV INTERCONNECTED VJ/BATTERY BACK-UP. PER I—314 5LDR XO SLDR OCARBON MONOXIDE DETECTOR (EGR SSJ PER IRG 315 GARAGE NOTES. I. 6ARA&E/LIVIN6 SEPARATION,USE 5/6"TYPE'X SWB AT GEILIN6/WALL. WRAP P05T5 AND BEAMS. 2,INSULATE ALL WARM WALLS AND CEILING. d'rdWr b MWJ 3.EE 2 LAYERS 5/8"TYPE JXa'6WB -0" 9'-O" I' 9'-O" 4" 5'-8" D'-0" GI'fOGIGO L'71tj: AT� INST INSTEAD OF WOOD J015TS. HEATING NOTES.•INSTALL PER 33'-8" AS �ESTALL 90A-50 •1W PLATFORM OF 2 LAYERS 50'-O"OVERALL 3/4"PLYWOOD (I LAYER IF PLATFORM OF' IS ON SLAB) e SEE HEATING NOTES OPTIONAL NOTES, RAISE ALL PILOTS,BURNERS AND SWITCHES•IB"MINIMUM ABOVE SLAB. FIREPLACE NOTE. 'O'GLGARANGE PIREPLAGE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFAGTJRER'S SPEGIMI ATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED -' S/S"TYPE" ..- TO ROOF 5HEA7HIN6 FIREPLACES a STOVES MUST BE D.O.E.APPROVED{BE TESTED, CERTIFIED s LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. ... SHEAR SHEENOTE. I Iw' SEE T L FOR SHEAR WALL la,•O/ f?__ L 0 0�I P_L,4_ u NAILING SCHEDULE, 4 DETAILS. SEE GENERAL NOTES SCALE. 1/4" 1'-0" =tten dlmenelana ocn this draw.ing shall hove precedence over .c a almenalona. ontactor poll Iry all dlmenalona, nditlOns,eta.,pertaining to the work before proceeding. The Owner moat bs notlPied of any variations Prom the aimenal and/or condltlons shown on these drawings. Any ah va latlon hall be r solved b the Owner prlar to p Beal oe Ith the rk,or the�o tractor shall accept 50'-O" OVERALL Pull resp0 Iblllty for the cost to rectlfy same. 10'-4" 56"OPEN RAIL-0 6065 5 IDRNG 4046 <0 6LA55 DOOR 5050 XC SLDR. 5050 X 5LDR. ._...,,... 5050 XCI 5LDR. 5LDR. (S.G.) L512 Re�wl:;rz:RE (EG 55) O TRAIN. -II TCT IDI GK I RB-1 -I/b" X y.�p ol"G.L. RB-2 4 10 q" S.L.B 4+b ry+� Y lv's'"N;ToN 7' O' STATE OF Wg5111,�<LifiN Le W/DISP. DIN K <A KITCHEN m III Nu" 8� HDWD cn U BEDROOM m DINING ROOM j W g ID TWO — ROOM REAT 1 r ^ CARPET 5i_6ii N HDWD ROOM CARPET d W/.—LIM W II ELEV. rv/S1 5-P B1-PASS `I v wf 1 s23 � a m m w, NL 0 Z z r I2o -1 N PANTRY dj I(QU��1J� "HOLE HOUSEU'NRLf_.:�J F o0 _ wvL_PLL \ \ NQa KW PAN 7 V I L I x 0 oDouaL. BATH 5'UPPER 2868 ISINK ifi n O CABINETS ,LfY_�_ VINYL ` LINE i NOTES: _ P45___ L I 2 6H fL iv UP ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 24"O.G.TYPICAL. t{ RISE PAIR ,V ALL INTERIOR WALLS TO BE 4 O ,n 14 � Q 2A R DEN 2 X 4 5'f11D5 a 24"O.G.TYPICAL. `\P!y+ UNLE55 NOTED OT ERW 5E.ALL HEACEIRS TO BE 4—OFa2 Y W CARPET (V FUR-OUT HEADERS TO MATCH 2 X b N Q 14'-O"GEILIN6 l,•1[([��t�' WALLS. 6� ) D �9 t _— P6J2__ FOYER lu ill SSOOLII 51--IN6 UNDER ALL BEARING // ry ry PQS HDI„ID z (� 14'-O"GEILIN6 rCd)2X6 {1 TUB/SHOWER UNITS SHALL HAVE FIRE O 2468 '� / 4orle 4 HIPRROOFIONAL 0 BLOGKIN6 BETWEEN WALL STUDS AND \m WATERPROOF SURROUNDS TO 112" MA.1"t m 0 0 BI-PASS `� +, +� � I F z, SHALL BE SAFTEY 625 6ALUDIN6 _ N MASTER BED FROM DRAIN. 6LAZIN.,II G WINDOWS WITHIN+T2"OF DRAIN, DATH 9'-S" 4'-0" Z LASS. SHOWER FLOW IS LIMITED TO L/MIN. VINYL ' EXHAUST FANS LARGER THAN 5 FM MAY BE pp yi ROOM +lo —� CONNECTED TO 4"SMOOTH WALL VENT PIPE O y I THREE �" X Z IF RUNS DO NOT EXCEED 20 IN LENG5TH. % Jr q BEDROOM RED THE MINIMUM SI E OF FLEX DUCT IS _ CARPET `f9� Z DIAMETER WIT A MAXIMUM RUN OF 5' _ yN1 In Q f Y CARPET ,I,( +.b PO H J O COMBUSTION AIR REQUIRED FOR ALL U wd lI lry WD FUEL BURNING APPLIANCES ryr m OUp,TSIDE if ry"r r -- -- I 0 LEGEND: "F GFM 4XI BEARING WALL ��/� y �VTO O sR O' �J VW BEARIN.ABOVE (n Q _ FLOOR LINE ABOVE —— —— 7.I-C. 0 POINT LOAD ABOVE I 'I p01"R'IIt: data: o-r-1e-12 ABV MULTIPLE 21 5TUD5 ---------'-' r'BViBIOne: e POINT LOAD OO-OO-OQ O SMOKE DETECTOR IOV INTERCONNECTED W/BATTERY BACK-UP. PER IRG 514 1060 FXD. ETECTOR 2 26 (S.GJ O CARBON MONOXIDE D PER IRG 515 F D 6050 X SLDR. 5050 XD SLDR. GARAGE NOTES: (O SGURE) (EGRE S) (EGRE 5) 4230 F D. 5050 O 5LDR. (EGRE 5) W/ 5030 TRANSOM I. 6ARA6E/LIVIN.SEPARATION,USE 5/W TYPE X'6WB AT CEILIN6/WALL. WRAP POSTS AND BEAMS. 2.INSULATE ALL WARM WALLS AND CEILING,. 5.USE 2 LAYERS 5/S"TYPE'X'6WB droI,Nn bu♦ MWJ AT GEILIN6 WHEN USING TJI'a 5'-O" 4'-4" 6,5'. INSTEAD OF WOOD JOISTS. HEATING NOTES: Si-FEET +INSTALL PER 50'-O"OVERALL ASHRAM 9OA-60 +I PLATFORM OF?LAYERS 5/4"PLYWOOD (I LATER ONN SR LAB)PLATFORM O(— ♦SEE HEATIN.NOTES OPTIONAL NOTES, RAISE ALL PILOTS,BURNERS AND EIN—HMS+IS"MINIMUM ABOVE SLAB. FIREPLACE NOTE. 'O'CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIRMPLAGE SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/5"TYPE X.GWB TO ROOF SHEATHING FIREPLAGE5 s STOVES MUST BE D.O.E.APPROVED G BE TESTED, GERTI FIE D s LABELED AS SUITABLE FOR USE DURING A FIRST 5TA&E BURN BAN. e SHEAR NOTE, SEE SHEET LI FOR SHEAR WALL I LOOK CLAN NAILING SCHEDULE, D 6 ETAILS. SEE GENERAL NOTES. SCALE: 1/4" = I'-01' Wrlkken almonolane on thle arawing Hall nave procedence over acalod tlimenelons. Gontackor hall I4y all dlmsnelone, ntlitlona,etc.,pertalning to Ehs work before procewaing. The Owner m a be natlPled o4 any earl th— Prom the dimenalone and/or condltlona shown on these arawlr t Any ch varlatlon hall be r eolvsa byy the Ownsr prior Ca pp eeding Ith the rk,or the Go tractor shall accept P�II rsep.n IblIlty for the coot W rectlfg same. 12 0.Etl18"F,NFU na�T DS D5 � W � H 0 — M x ®�1V(V T'fPIGAL dzrn uNLEss Z NOTED P EAVE PROTECTION PER IRG R502.1 Oa AFao ❑ ❑ IF EAVES ARE WITHIN 5'OP THE PROPERTY —'— ( `2NT z F --� R � ❑ ❑ RIDGE LINE,THEN A ONE HOUR FIRE RESISTANCE Al- ._ RATING REQUIRED IF THERE _ ARE BIRDD LC BOKING VENTS OR GABLE END ' vENr v�er�r � � T �� ❑ ❑ - �--- ----- -- VENTS.IF THERE IS SOLID BLOCKING AND ❑ ❑ d - __ NO VENTS,THEN THE FIRE RESISTANCE RATING -... CAN BE REDUCED TO ZERO HOURS. RIDGE i RIDGE ExE p6-A-VENT IN-VENT.INSTALL L.._-- —__ _ .I ❑ FROM EDGE OF EAVE. ) e ROVIDES b.TS'SGi IN.NET `1`1 *7- LATION AREA PER LINEAR 111 I ICY GOR-A-VENT ONLY �n CCC� EIRD DITIONED SPACES LI.NS LOESS FROM E PROP.LINE / O I..SLOT TRUSSES �O PER PLAN zORr^ - ' O z ALL ONE HOUR EAVE DETAIL(IF PLAN REQUIRES) 5x5 O5 El u - - m ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 214 TRUSSES L- �._. �� - GONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE bilk D9 DS dQtO: O-I-8-I� TYPICAL UNLESS NOTED OTHERWISE _ _.-_._. -'- L,_' palls : rBVIB OI'1B: ROOF OVERHANG SHALL BE 12-U.N.O. nO-OO-OO PRE.MF6. 2xb OVERFRAMING 1 TRSUSES BEARING BELOW Q D5 DOWNSPOUT TRUSS NOTE 'I '. dro^n ALL TRUSSES SHALL HAVE, GYTB GIGO by: I. STRESS ANALYSIS AND DRAWINGS/ DETAIL5 STAMPED BY A STATE EET REGISTERED ENGINEER. 2.MANUFAGrVRER',STAMP ON PRE- MANUPAGTURED TRUSSE5. E.BRACED TO MANUPAGTURER'S �/ J SPECIFICATIONS. 4.STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT,FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. E, TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. b.ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL,USE SIMPSON LSO AT MIDSPAN. USE SIMPSON STG CLIPS AT NON-BEARING WALLS ROOF VENTING GALGULATION I95W SQUARE FEET ROOF_ 6.46 =16.4 I 500 .55 2 10 VENTS REQUIRED/NOTE, 50%OF VENTING SHALL OCCUR IN EAVES AS BIRD BLOCKING. e®O� �p A q��I I�•,��, I� PLAN AF5O ROOF VENTS TO BE USED ' SEE GENERAL NOTES SCALE I/4 I'-O" Written d1IT-1—on this drawing hall hove precedence over scaled dimensions, Contactor shall rlfy all dimonslone, ndltlons,etc.,pertaining ko the work before proceeding. The Owner must bs notlPlea of ny varlallons Pram Lhe dimensions and/or condlLlons shown on these drawings. Any ch va lation hall W resolvetl by khe Owner prior to pp •eding 'th thw kGor the fo tractor shall accept PUII responsibility Par the ost to rectlPy same. REG'.S'EIFED 11 A' .111 F!:AEGT vs 1+OASAS DS SH ti ATE S"•HI:N tiff VJ Q HIP JAGK5 q Q TYPICAL HIP JACKS IL UNLE55 it '�,{ ® 24"O.G. F. NOTED N ® 24"O.G. �11 PnGa `' N IRG R502.1 / 9 EAVE PROTECTION PER Q _I r ❑ ❑ W (f] J IF EAVES ARE WITHIN 5' THE PROPERTY LINE,THEN A ONE HOUR FIRE RESISTANGE RATING IS REQUIRED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS.IF THERE IS 50LID BLOGKIN6 ANDE G d NO VENTS, axe RIDGE THEN THE FIRE RSISTANGE RATIN fl GAN BE REDUCED TO ZERO HOURS. I ❑ r Q I F OM ED O RGE F EA 56 PROVIDES ON.NET b.T" {` PREE VENTILATION AREA PER LINEAR FOOT USE GOR A VENT ONLY I ILh♦♦>- -----' - /� OVER GOND TIONED SPACES ID BIRD �/ AT LOCKING • _EL LINPRO PER SLOT PLAN / { x y ryIL ExreRloR rq X O ONE HOUR EAVE DETAIL(IF PLAN REQUIRES) *'fir �( LTRUSS, i Ds !L p �<� GIRDER y� ROOF FRAMING NOTES I i �\ •� q, � 0 V �� , GIR„DER��7 D5D5 Ll GUT RAFTER TAILS TO MATCH Ox4 _.. _ \ TRU55�1 TRUSSES CONNECTORS SHALL BE EN6INEERED OIQ>r0: 07-I6-12 BY TRU55 MANUFACTURER ROOF PITCH SHALL Be 6:2 DO - _— DS pal"Mt: TYPICAL UNLESS NOTED OTHERWISE "-�� HIP JAGK5 PaVl01 one; ROOP OVERHANG SHALL BE 12"U.N.O. a 24"O.G. 00-00-00 HIP JAGK5 2x6 OVERFRAMING ® 24" O.G. BEARING BELOW Q D5 DOWNSPOUT TRU55 NOTE droG m b MW�I ALL TRUSSES SHALL HAVE. Ghacka by: 1. STRESS ANALYSIS AND DRAWIN65/ DETAILS STAMPED BY A STATE -J1i1=ET REGISTERED EN&INEER. 3.MANVFAGTURER'S STAMP ON PRE- MANUFACTURED TRUSSES. S.BRACED TO MANUFACTURER'S SPECIFICATIONS. \I• 4.STRE55 ANALY515 AND DETAILS GiF SHALL BE SUBMITTED TO BUILDING DEFT.FOR APPROVAL AND SHALL Be KEPT ON SITE FOR FRAMING INSPECTION. S. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. 6.ALL TRUSSES SHALL HAVE 511HPSON H-1 CLIPS AT ENDS. WHERE TRUS5E5 ARE PARALLEL TO WALL,USE SIMPSON LSO AT MIDSPAN. USE SIMPSON STC CLIPS AT NON-BEARING WALL5 ROOF VENTING GALGULATION I9B9 SQUARE FEET ROOF 6.46 _15A 500 .55 2 10 VENTS REQUIRED/NOTE: 5096 OF VENTING SHALL OCCUR IN EAVES AS BIRD BLOCKING. AF50 ROOF VENTS TO BE USED RO0FI I I ILL`.'7 �y.,/��N ._ _ —... ' SEE GENERAL NOTE SCALE I/4" I O" N4'Itten dlmenelons o Chls drawing hall have preceaence aver ecalea dimenelone. Gonkactor hall ve IPy all dimensions, ndl4lons,sic.,perkalning io the work before proceeding. Ths Ownsr m t bs notified oP ny variations Prom khe dimenmon.anasior oonalnone sownyy anose arawinge. ,a,y pp ch seding nithhthebe rkLorvt ebG t tra toehe r hGrll r Co pt P�II responslblllty For the ost to rectify same. ac N - .� eg NASH At5 O VJ.:uH F If147 f MAIN FLOOR P.L. \ r• A BEDROOM KITCHEN DINING GREAT Q T^o ROOM ROOM I s W1 U a FIN.FLM.MAIN LOWER FLOOR P.L. _ _ — O M"I V BONUS 0 GARAGE COO i z � I11 111-I _ - -I —I II III=1- =III l l =l l l ICI Ir I _� _ 1�I III(i Il I II II I ICI I I .III l I- I__ III— II —i. —I_T=1 1=1 1=J1-1 =__i Ill-1 I_I I_I LI P - — — SrG7I0N A—A 5E.E 6E:NERAL NOTES SCALE. 1/4" w � � n lu a " o n data: os-ao-la perrnit: rav191Ona: ' CJO-00-00 dl-gWn b MWJ Chi®GIG® by: ��+�EEf�Txj nW'DS ON z9orzo�a��I , -13NVcl-LNl".L59N d�31b 1 FQ p® 78t.� 9N1100d'1N00 f MWFIq UMlo..l TJ3HSR/M 31b'/d P 'a3"I, 'NIW.L 9V1�i'ONOO 31V1d H'.DV3 J• Ol 9NIH1V—-IIVN FW -'I- (sa(us--139 >19 z snld E F J Salo o e3lald Xz fe) I I I rlri lily ,dnn3 i a `;ra0o a. 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'O3ZINVn-1V9 a3ddla lOH Ed HWM IWIN07 NI SIIVN D'STI3HSVM'91109 T HN V'9NMOaIOH liv 'llb'M a31VN9153a lHl HO Ma 341 Ol 3IBi'f.�Od Sd 35017 SV SNMOaIOH 31V7OI 'SNMOCMOH a V�51109 bOH:tiV'-IIVN SIVIN1 VW-lWM'MV3H9 AOd ST101VN9I53a 1N3NR=Idla 3H1 9NIW"-4'-.^O:SNV ld 335 '991 boo=alb - W-Ilten dimensions on this drawing llshall have prsudenu over scaled dimensions.Lontactar!ha verily all gA-t.lh g. tllfbns,etc.,perfalning to Ne work before proch dhnero orer rnNo condR®ens sl:onrvn onrlth=6•wings.Ng h varlaaon Mall be r—Il W the Ovner p or W pr' eetl,ng with the work,or the Contractor MPII accept ' lull reeponelbiltty Por the cost to rect#y same. - �3/4„ ROOFING MATERIAL NA5;- AND ASSOCIATES FINISH PER ELEVATION ON T/I6"0135 SOLID GDX 24-0 PLYWOOD GENERAL NOTES: SHEATHING,8d a 6"O.G.EDGE -- ___ ad®12"O.G.FIELD _..........;._....._.,.- �_-__ (V16"DES AGX PLYWD o EVESJ All rralrudlor per applleable codes and ordinanras. 24'CARDBOARD BAFFLE MIN.15#UNDERLAYMENT 3�4 2, i IRL,IBC.-200-1 WASHINGTON STATE ENERGY CODE ALLOW FOR I"AIR SPACE NAIL 6"EDGE,12"FIELD �Q +'"�^r r MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDRAIL I-y a 2.verify all dimensions on Job site.Bring c1screponcles INSULATION. GRIP IVi"-2"0 f�r stnkt/ / La Lha attentlan of Own4r and/ar Dasignen PROJECTION FROM C-or well verify wlndo sizes and manufacturer(s)with ' WALL NO LESS -N."olNr. 3 THAN 116". Framer before start of Gonstrugtlbr. p wlndow Ore Z 4. per bedroo Im shall meet egress code. �RCa15tEFE SOLID SHEATHING 5.Skylight glozinq per 2CXa9 IBC.. nhr TF-CT OR GDX PLYWD. - WHERE EXPOSED N I I 6."ruse manufacturer,Ix li supplH shop drawings to Ownar TO WEATHER I I I and framer to review and approve before Fabrication. HEM61y 9 INCrTON OPEN RAIL: I I I 'i.Uwne:r will verlF elocir'ICaI and heat la outs with °�FE OF'NA w OPEN SPACE BETWEEN I Installer before Installation. y TOP PL, PICKETS N 4"C BE I I LE55 THAN 4"CLEAR I I ------ --------"'-."_-$ 8.Under all parallel bearing walls,use double Jolsts or as IX FASCIA BD. I I 1`�, noted on plan. Double Joist(or extra TJU under all non- W/METAL I I I �� --l1ANC',t F't bearing parallel walls. .GUTTER APPROVED TRUSSES BEARING dJ I I Y MANUFACTURER'S SEAL. (� I I / / q.TJI products to be InsLG1116d per monufaoturer's SEE ROOF FRAMING PLAN _ I y / Installation guide and(Approved reports. FOR SPACING 10.All metal connections to treated wood sholl be at a -I' minimum;tripple In,ZMAI(GIBS per A5TM A653);Not Dip .^r. y `) Galvanza(ASIM A123 11 r connectors and A5TMI53 For INSULATE PER VLSEG ':XJYJ 2X BIRD BLK'G.W/ fasteners and anchors. 2"5GREENED VENT p':X 10"ANCHOR BOLT NV 3"X9"X (n HOLES WITH 1/4" `/ t�I/ /4'PLATE WASHERS a 48"o.c.NO 2X4570P / / -2x12 II.All bathroom fans,k.itchFn hand,and dryer ducts shall be < OORRP510N RESISTANT y 1�1v AREA LESS THAN 4Y2"6 NO MORE THAN 12" - �/ exhausted thrauyh the attic to the roof or through the `_;TRINGERS Floor s stem.to to outside wall. All wall ducts shall `./METAL MESH COVERING FROM EA,END TILL CORNER JOINT, y ENb,OPENING ETC. N MIN. terminate at least 36"From a window opening. FIRE BLOCK ALL VERTICAL SHEARMEN LS- GONG.EXCEPT o 2-2X HEADER LLl O rT, g 6 OPENINGS IN WALLS AT SHEAR WALLS-SEE SHEAR WALL PLATE5 AND FLOORS NAILING SCHEDULE. FLOOR J015T ---20;3LOCF;ING 7 2x P.T.SILL I 'T'RESCOP) CI� = I 1 0 CLIMATIC AND G�OGRAFH C II DE5IGN CRITERIA: �y U 6 #4 REBAR o 16"O.G.HORIZONTAL " IREBLO(k, I-+-I r FIREBLOGK STAIRS ENGINEERED JOISTS,SIZE AND SPACING PER PLAN OR 2X JOISTS ONCE IN TOP t BOTTOM IERMI It, FIN•FLR. OF RUN STRINGERS \ e a 6 ALONG RUN BETWEEN STUDS \ DECAY 5L Ito MiJfJt-hA I E #4 REBAR o 45"O.G.VERTICAL ! WINTER DF51GN TEMP IT° -U5ABLE SPACE UNDER STAIRS \ IGE`HIEL I7 REOUIRED: NO ,r TO BE I HR FIRE CONSTRUCTION TOP PL. 3"MIN. 5/8°Ty LAYERS G.W.B.(TWO LAYER5 --- FLOGC -IAT.ARD 20073 1192 FIRM -'- -" GLR.TYP. AT STAIR CEILING) \ AIR FREEZING INDEx: 250 MEAN ANN.:AL TEMP: ,`'i0 #4 REBAR ' W"J"BAR -- (2)2x 70P PLATE,LAP CORNERS, OFFSET END JOINTS BY 4b" DESIGN DATA; ALL FOOTINGS TO BEAR ON STAIR t,01 ES: -_ BEARING 501E /� ��/ / --_. t4"GYPSUM WALLBOARD,TYP. STIR DETAIL I 1 PI VAL RISER Hl 15IT7 - 'j�fj" 'MAX.'MAxROOF I..OAD5; LL 25#✓5F(5NOW) v; Ne"058.OR PLYWD.SHEATHING. W/PVA VAPOR BARRIER e WALLS >J DL I0-/5 J NAIL 6"EDGE,12"FIELD WITH ad AND GEILIN65 - TREAG' E.._PTH = ( KIN, TOTAL 40#/SF NAILS UNLE55 NOTED O7HERWI5E STfl. FOUNaATION DETAIL G SCALE:N.T.S. DL 10#/5F FLOOR LOADS; LL.40#/SF { I \/ *t 6 SCALE:N.T.S. PER IRG R409.1.9#R405.1.9.1 TOTAL 50#/SF 2x 57UDS a 16"O.G.7YP. L I V I N& AREA Q DECK LOADS: L.I.60#/53F DL.lO#✓5F FIRE BLOCK ALL VERTICAL TUl AL'10#/5F J OPENINGS IN WALLS AT SOIL.: ISOO P5F MINIMUM PLATES AND FLOORS CONCRETE: 2500 P51 AFTER 28['JAYS (511 SACK''IX) 'W00 f+`.>I FOR EXTERIOR FOUNDATION ORGOE THAN 43""X 10"ANCHOR BOLT W/3"X3"X}" / GARAc'.t`l``iLABS�AIR ENS AND OR AINMENT iR PLATE WASHERS a NO LE55 . SIDING,SEE PLAN FOR TYPE /NO MOREE T THANAN 12" 6 ESE rWEEN 5-1%(TABLE 402.2 IRC)1 v FROM EA.END SILL CORNER JOINT, - n END,OPENING ETC. 7 MIN. GARAGE MASONRY: PER 200q IBC !L EMBEDMENT INTO GONG EXGEFT SHEAR WALLS-5EE SHEAR WALL STEEL: PER 2001;IBC:(GRADE 40) NAILING SCHEDULE. WOOD: PER 200-1 IBC, TOP FLANGE JOIST NAILIN(,: PER 2UOb IRG NAILING PER TABLE. ((.. HANGER PER PLAN R5O2.3(1),R802.10 2iXBOT1T.OM PLATE 44"T$&PLYWOOD SUB-FLOOR WIND: 85 MP3 2>NP.T.51LL (GLUED#NAILED)NAIL 6"EDGE, INSULATE PER WSEG., SEISMIC..'. IONS D2 12"FIELD IV Cal NAILS. SOLID BLOCKING o FIN. FLR. -BRG.WALL ABOVE TYP. V see MODERATE calculatlans(WdU date: OT/OI/10 ! WEATHER.IN10 F(7TE:NIIAL:MODERATE permit: 4"GONG.SLAB ON revislons: Z --- - 4"GRANULAR BED FROST L.,Nl, 12" 4"0 D.S.TIGHTLINE,POSITIVE F.P.P.: 4!,PSF DRAIN TO STORM SYSTEM _ d sell all FIN.GRADE TO SLOPE Q II - -- ° e 6"BEAM: t.>OUGLAS FIR#2 AWAY FROM BUILDING i. fv=85 fb:-815 p51 Z \\\\\\\\ a c 4"POST: Il01x LA5 FIR#2 ENGINEERED JOISTS,SIZE AND 6"PO',T: Fv=85 \ \ \ PACING PER PLAN, \ \ ae° MAX.MAx GRAWLSPAGE Eb= 50 F51 E=1,30U,0 UNBALANCED #; .IOI�iTS 4 RAFTERS HEM F #2 IR (TALLER WALLS PER PLAN) SEE FOUNDATION PLAN d STUD:;: Fv=T \\\\\ FOR BEAM SIZE 6 REBAR PLACEMENT P05T 51ZE/SPACING "x4 GUSSET EA.SIDE E =35ta PSI drawn by: y RO 13oU,000 checked b Z \\ v SEE DETAIL#2 ABOVE q0#FELT "SIMP50N"HGAMIO GLU-L MS:,AM BEA P057 TO GONG. SHEET ry Fb=2,40clopsl(eo) d by size fact GP'Y�U 6 MIL.POLY VAPOR BARRIER a d J F.=1,eoopt70 psi \� \ NOTE: \� VARIATIONS FROM THE ABOVE \ ALL REINFORCEMENT LUMBER GRADE5 WILL BE 4"0 PERF.FOOTING DRAIN TILE V MUST BE TIED IN PLACE In/CLOTH COVER 6 GRANULAR FOR FOUNDATION INSPEGITON NOTED ON THE PLANS. COVER AS REO'D.BY SOIL SEE FOUNDATION PLAN SEE FOUNDATION PLAN I.SJBFLOOR. CONDITIONS FOR FTC./FDN.SIZE FOR PAD 51ZE T46 PLYWOOD OR 055 APA RATED 5TURD-I-f=L00R 16"O.G.,314" ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON BEARING SOIL WALL d ROOF SHEATHING: BEARING SOIL APA RATED 5HE:ATING 24/I6 '1/16" FOOTING FOR: 8"KALI.-IB"x I2"FOOTING - 18"BELOW GRADE., #4 STUB STEEL- t&"oc.VER I, TYPI GAL WALL SECTIONS UNLE55 NOTED OTHERWISE 6I SCALE:N.T.S.