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HomeMy WebLinkAbout124 N Washington Ave Ne_BLD3340_2026 CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 124 N WASHINGTON AVE NE Permit#:3340 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00455400601801 DATE OF ISSUANCE. Scope of Work: New SFR Valuation:272504.22 OWNER APPLICANT CONTRACTOR CHRIS AND HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH851QC EXP:04/22/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: R3 BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. �9�zz Si Print Name Date Released By ate CONDITIONS r� ARLINGTON SCHOOL DISTRICT NO. 16 145152 LOCAL REClE�IPT� DATE y c)IX2- Received from /�%OzC�IC O[ �it '�.ys /` �� I—LCi For a,"',� ACCOUNT CODE AMOUNT 3��1-vo $. 3 ail • o� CASK cHec By Mo ,)lz BANK DATE AMOUNT ti Permit#: 3340 Permit Date: 07/29/20Sj Permit Type: Project Name: Ridgeland Custom Homes Company/Applicant Name: Ridgeland Custom Homes, LLC Company/Applicant Address: PO Box 130 City, State, Zip: Arlington, WA 98223 Contact: Dennis Wriglesworth Phone: 425-343-4562 Email: northview1017@usa.com Permit Type: Single Family Residence Valuation: 272504.22 Square Feet: 2519 Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: New SFR CIC/Opportunity Zone: Permit Issued: Permit Expires: 01/25/2021 DNU: Status: READY TO ISSUE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 1 I Township 31 Range 05 Quarter NE 100 SINGLE 00455400601801 124 N WASHINGTON AVE GIFFORDS 1ST ADD TO CHRIS AND HOLLI FAMILY NE ARLINGTON BLK 006 D- SMITH RESIDENCE 01 LOT 18&SLY 2FT OF LOT 19 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ridgeland Custom Dennis 425-343-4562 PO Box 130 CONTRACTOR Labor and RIDGECH85I QC Homes Wriglesworth Industries MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN .------------------------ -- 1 I ---------------------- -'i YARD DRAIN T DON ELBOW PLAN VIEW SOLID PIPE ORR"T D SECTI ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE ----0.00%,. . . . . 2' MIN WASHED ROCK 1 MIN PLUG WITH 1/2" 1' MIN 3/4"-1 1/2" 1' MIN CENTERED HOLE - ----------------- YARD DRAIN OR CB FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 100' 10' MIN A �- HIGH GROUNDWATER TABLE SECTION VIE FICE COPY NOTES: �,�l L� kweoi-'->, GEOTEXTILE COMPACTED 1. TRENCHES SHALL E-A-I&I I[IV 6F 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN` PER 1,000 SQUARE FEET OF ROOF AREA BASED 1 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 19090 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 �� APPROVED BY L OLIVE DEPARTMENT OF PUBLIC WOM STANDARD DETAIL DATE 07/31i20011 STANDARD DETAIL NUMBER REF STM SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 •PlJNG't0 TRENCH RESIDENTIAL PERMIT APPLICATION ® ® Department of Community& Economic Development l� City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 l G'e THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: LOT /8 1CLUS A P zIOC.K La Plat:Gi FFnf!ns Frsr �c:o;TTof)-to Single-family ❑ Duplex Townhouse ❑ Addition Accessory structure Proposed Area: 11 Floor: T�8 — 2nd Floor: _ Garage: - zg Total SF: 25 '/s Describe Proposal (include cross street): f I JVrL'tt) 6 i V rC! f Fl/11 i /f Lb-nE . �C ATJ_Q O 1J (.t/Y7$!J;Ncf� AJ 1•�f ST R�UO SEC.mN� ST��r Valuations i Lp, SCE, �o CNoi AJclu fl;by �c2vri,T FcC >< m`T FC�� Owner: Pi 0C,CLg1_,D (,azi40rn lourGry CAL Address: ? Q. I �&)[, f �;o City: State:W4 Zip Code: Phone: Z425 -,-24 3 e Y S(o7 Email: nDr-rh-d;(-Lt) /0« LD tjS4,C�nvo Applicant: 4,rnL S LL,C_ Address: LK- l,3D City:Art State: Zip Code: 78ZL q Phone: 3y3- z4ato7_ Email: i���hll;e�)t��l7 C�. U,�A , iv1 Contractor: �i Qb L Lq,v,n �d 5Trovn LGC_ Address: z ox_ City: i State:l/4. Zip Code:R 8 Z Z 3 Phone: �I�S- 3u - �,FIS(aZ Email: _17or?hVi2u_) )0/7 e?? USR . CDC( Contact Person..D&Al J,S �UR�4�ns uo>i License Number: ?11D V 83/CC Expiration: '///Z/Z022_ Received JUL_ 2 ® 207-0 6/16LP 'E �7-; Page 1 of 3 4- n ® RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x Sink(1.5) x Shower(2.0) x ( ® Lavatory(1.0) x I Clothes Washer(4.0) x / [ Water Closet(2.5) x Dishwasher(1.5) x ' ( Water Heater x j Hose Bibb(2.5) x Water Heater Model# )XfFE2/DS O PJ !767 M H N t7/7i9,v U 5 5 �! Other(list) x Plumbing Section Continued �I Proposed Water Piping Size: ( Proposed DWV Material: Proposed Piping Material: Proposed DWV Size. �1 O All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION ° ` ® Department of Community&Economic Development City of Arlington - 18204 59th Ave NE-Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) a Select proposed appliances: AmERRAj 5iRNdI�r3 Furnace(8"(TS+) Model# S 9X Ric 0 4 D AFUE 95 Heat Pump Model# SEER HSPE AC Unit Model# SEER Type II Hood Commercial Cooking Appliance Hydronic Piping Boiler Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBQ Storage Tank Freestanding Stove ❑, Gas Piping 0, Other Gas Piping Information Not Applicable: p !� Total BTU's of all Appliances: Pipe Material:1� � o Pipe Size: �l Distance from Meter to Furthest Appliance: /:5 New gas piping requires a pressure test to hooking to any appliance Sediment traps(drips) are required on all gas lines Gas lines are required to be supported/secured every 6 to 8 feet Proper combustion air and venting required for all appliances A shut-off is required within 6 feet of all appliances Applicant Signature: Date: , 1 /L2 ZD Print Applicants Name: /j I I t ,Las U 6/16LP Page 3 of 3 Y z LL, LL iL vLL LL 43 LLJ tu I > N LU `� 5 U-1 a W CL o I z o Ll LLJ Q Q > jI O Q pMIT Lu ~O0 II O z uw, x, z QZ N Q .9 Z IL W J /1 r W IL �._ lu LU !L W a ry y lIl Z Z �Q l J Y rrVV•11���II� O LE ' � Z O am as ` \ lLl m; . -------------- -� a = oc LU ` � O J Illy w Ck I [n GEORGE D. DEA5Y AIBD BeamChek v2016 licensed to.GEORGE D. DF�tiY a/BL7 Reg #S 10-12 WE5TMONT 24 15t FLOOR WINDOW HDR 1 Date: "I/09/20 5e%lion 6x 10 DF-1- #2 _Lu = 0.0 Ft Conditions N05 2015 Min Bearing, Area R1= 6.3 in2R2= 6.3 in2(1.5) DL Defl= 0.04 in Data Beam Span 6.0 ft Reaction 1 LL 2493 # Reaction 2 LL 2493 # Beam Wt per ft 12:7# Reaction 1 TL 3935# Reaction 2 TL 3935 # Bm Wt Included 'I&# Maximum V 3935 # Max Moment 5g0-1'# Max V (Reduced)28g9# TL Max DefI L/240 TL Actual Defl L /'I90 LL Max Defl L /360 LL Actual DefIL />1000 attributes Section (in') Shear (W) TL DefI (in) LL Defl Actual 82.13 52.25 0.09 0.05 Critical 51.01 25.55 0.50 0.20 5tatu5 OK OK OK OK Ratio 98% 49% 50% 24% FL) (psi) Fv (psi) E (psi x mil) Fc L ( i) Values Reference Values 5-15 1"10 1.3 625 Adjusted Values 5'I5 1"10 1.5 625 adjustments OF Size Factor 1.000 Cd Duration 1.00 1.00 Or Repetitive 1.00 Oh 5hear 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 L o s Uniform LL:480 Uniform TL:660 =A _ Par Unif LL Par Unif TL 5tart End- 1 H = 00 0 6.0 550 1 = 560 0 6.0 I H Uniform Load A R1 = 3958 R2 = 3938 5PAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. OFFICE COPY GEORGE D. DEASY AIBD BeamGhek v2O1b licensed to:GEORGED_ DEA5YA/BD Reg#610-12 WESTMONT 24 2 nd FLOOR WINDOW HDR 2 Date: -7/09/20 Selection I bx 8 DF-L#2 Lu = 0.0 Ft G0/7ditiolns NDS 2015 Min Bearing Area R1= 1.5 in2 R2= 1.8 in2(1.5) DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL '700 # Reaction 2 LL "I00 # Beam YVt per ft 10.02# Reaction 1 TL 1140 # Reaction 2 TL 1140 # Bm Wt Included 40# Maximum V 1140 # Max Moment 1140'# Max V (Reduced) '184 # TL Max DefI L /240 TL Actual DeflL/>1000 LL Max Defl L/360 LL Actual DefIL/>1000 Attributes Section (in') Shear (in') TL DefI (in) LL Defl Actual 51.56 41.25 0.02 <0.01 Critical 18.24 &A2 0.20 0.13 Status OK OK OK OK Ratio 35% 1'1% 8% 6% Fb (psi) Fv(psi) E (psi x mil) Fc i( si) Va/ues Reference Values -750 1-70 1.3 625 Ad lusted Values '750 1"IO 1.5 625 Adiustment5 OF Size Factor 1.000 Cd Duration 1.00 1.00 Gr Repetitive 1.00 Ch Shear Stress N/A Gm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le =0.00 Ft Loads Uniform LL:350 Uniform TL:560 =A Uniform Load A I 0 R1 = 1140 R2 = 1140 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. APA Wall Bracing Calculator kF o'ect Report Builder/Designer GEORGE D DEASY Home/Building Plan Name WESTMONT Development Address ARLINGTON Code BASED ON 2015 IRC SDC(Seismic Design Category) D1 Wind Speed <=110 mph Wind Exposure Category EXPOSURE B Total Number of Stories 2 STORY Cripple Wall NO Mean Roof Height less than 30 ft. YES STORY 1 STORY 2 A B A B 2 p 2 3 3 ��.►r 4 OFFICE COFY Received JUL 2 ® 2020 -b-c>-,:� WALL LINE ELEVATION VIEW Bl B2 B3 Total Wall Line Length: 56'0" WALL LINE PLAN VIEW 01 B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A CS-WSP 0.84 5.04 0.85 18.17 18.17 44.01 Compliant Wall line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie Bl 9' CS-WSP 31'2" 5'0" 31.17 6712" B2 9' CS-WSP 6'2" 5101, 6.17 6712" B3 9' CS-WSP 6'8" 5'0" 6.67 6"/12" WALL LINE ELEVATION VIEW gi B3 B3 Total Wall Line Length: 54' 6" WALL LINE PLAN VIEW Bi 62 83 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status ist Story B CS-WSP 0.84 5.04 0.85 17.53 17.53 48.51 Compliant Wall Line Wall Bracing Segment Adjacent QualifiedTension Segment Height Method Length Opening Segment Nails Tie Hold Down Height B1 9' CS-WSP 23' 11" 3'0" 23.92 6"/12" B2 9' CS-WSP 81111, 3"6" 8.92 6712" B3 9' CS-WSP 15' 8" 3'6" 15.67 6712" WALL LINE ELEVATION VIEW Bs B2 Total Wall Line Length, 22' 0" WALL LINE PLAN VIEW B1 Bz Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 PF-G 1.09 6.54 0.85 7.19 7.19 9 Compliant Adjacent Wall Line Wall Bracing Segment Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height 131 9' PF-G 3'0" 8'0" 4.5 Y/3" gnd BZ 9' PF-G 3' 0" 8'0" 4.5 3"/3"grid 1,825 Include required collector design/details on plans according to APA TT-102 Include proper PF or ABW details on the plans. WALL LINE ELEVATION VIEW B1 B2 Total Wall Line Length: 22'0" WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 CS-WSP 1.09 9.81 1.16 9.81 9.81 19.33 Compliant Adjacent Wall Line Wall Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie Bl 9' CS-WSP 10' 0" 6' 8" 10 6"/12" B2 9' CS-WSP 9'4" 6'8" 9.33 6"/12" WALL LINE ELEVATION VIEW B1 B2 B3 B4 Total Wall Line Length: 22'0" WALL LINE PLAN VIEW Bi B2 B3 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 3 CS-WSP 1.09 9.81 1.16 9.81 9.81 14.75 Compliant Wall Line Wall Bracing Segment AdjacentQualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 9' CS-WSP 3' 2" 5' 0" 3.17 6"/12" 62 9' CS-WSP 3' 6" 5' 0" 3.5 6712" B3 9' CS-WSP 0' 3" 6'8" 0 6"/12" B4 9' CS-WSP 8' 1" 61811 8.08 6"/12" WALL LINE ELEVATION VIEW B1 B2 83 B4 Total Wall Line Length: 56'0" WALL LINE PLAN VIEW Bi 82 63 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story A CS-WSP 0.68 2.24 0.85 8.09 8.09 45.01 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 8' CS-WSP 4' 0" 3' 0" 4 6"/12" B2 8' CS-WSP 17' 5" 4' 0" 17.42 6712" 83 8' CS-WSP 7' 8" 4' 0" 7.67 6"/12" B4 8' CS-WSP 15' 11" 4' 0" 15.92 6"/12" WALL LINE ELEVATION VIEW el B2 Total Wall Line Length: 54'6" WALL LINE PLAN VIEW BI B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B CS-WSP 0.68 2.24 0.85 7.8 7.8 52.5 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie B1 $' CS-WSP 20'4" 3' 0" 20.33 6"/12" B2 8' CS-WSP 32' 2" 3' 0" 32.17 6712" WALL LINE ELEVATION VIEW B1 B2 Total Wall Line Length: 22'0" WALL LINE PLAN VIEW B1 B2 Stacy Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 1 CS-WSP 0.99 2.83 0.85 3.18 3.18 17 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie B1 8' CS-WSP 13'2" 4'0" 13.17 67/12" B2 8' CS-WSP 3' 10" 4'0" 3.83 6"/12" WALL LINE ELEVATION VIEW Bs B2 Total Wall Line Length:22'Q" WALL LINE PLAN VIEW ss 62 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 GB-2s4ft 0.99 5.77 0.85 5.61 5.77 18 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie 81 8' GB-2s4ft 11, 101, 910. 11.83 7"/7" B2 8' GB-2s4ft 6'2" 9' 0" 6.17 7"/7" WALL LINE ELEVATION VIEW Bs 62 Total Wall Line Length: 22'U" WALL LINE PLAN VIEW al B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 3 GB-2s4ft 0.99 5.35 0.85 5.61 5.61 12 Compliant Wall Line Wall Bracing Segment AdjacentQualified Tension Segment Height Method Length opening Segment Nails Tie Hold Down Height B1 8' G8-2s4ft 6' 2" 6' 8" 6.17 711/7" 132 8' GB-2s4ft 5' 10" 9'0" 5.83 7"/7" WALL LINE ELEVATION VIEW Bl B2 B3 B4 Total Wall Line Length: 22'0" WALL LINE PLAN VIEW Bl B2 B3 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 4 CS-WSP 0.99 2.61 0.85 3.18 3.18 13.24 Compliant Wall Line Wall Bracing Segment AdjacentQualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 8' CS-WSP 4' 4" 510.1 4.33 6"/12" B2 8' CS-WSP 0' 3" 5101, 0 6"/12" B3 8' CS-WSP 6' 7" 6' 0" 6.58 6712" B4 8' CS-WSP 2'4" 6' 0" 2.33 6712" APA Wall Bracing Calculator v2.6.0 Simple Heating System Size:Washington State This heating system sizina calculator is based on the Prescriptive Reauirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop-downs and boxes that are applicable to your project As you make selections in the drop-downs for each section,some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360) 956-2042 for assistance. Project Information Contact Information WESTMONT24 SEORGE D.DEASY AIBD 8146 SEHOME ROAD BLAINE,WA.48230 Heating System Type: ®all of er Shistems o Heat Pump To see deta)led Instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions - — - - - Design Temperature Difference(AT) 47 I'Iarysvillr 4T=Indoor(r0 degrees)-Outdoor Design Temp Area of Buildinq Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2.017 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.8'1 17,649 Glazing and Doors U-Factor X Area = UA Instructions u-030 0.300 268 80.40 Skylights ights U-Faotor X Area = UA Instructions 0.50 — Insulation Attic U-Factor X Area = UA Instructions ! R49 0.026 1,333 34.66 � Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R-Value . No selection L � Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-zt Intermediate o 0.056 2,132 119.39 Floors U-Faotor X Area UA Instructions — -- — - —" 0.025 1.333 33.33 R-38 v Below Grade Walls(see Figure 1) U-Factor X Area Instructions ( Select It-valuee No selection OFFICE COPY Slab Below Grade i—Rgu.e 1) F-Factor X Length UA Instructions — - — , 11 Select conditioning v No selection r i ° Slab on Grade(see Fmurel) F-Factor X Length UA Instructions o selection — JULeiea R•Vatue N lti J El 2 0 ?(�2I Location of Ducts instructions _ - - - --- Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 267.78 Envelope Heat Load 12,585 Btu/Hour Figure 1 Sumor UAXAT Air Leakage Heat Load 8,959 Btu/Hour VolumeX 0.6XATX.018 Aeoreeratfe Building Design Heat Load 21,544 Btu/Hour Air Leakage+Envelope 1-bat Loss _-M Building and Duct Heat Load 23,698 Btu/Hour Duds In unconditioned space:Sum orauilding htat Loss X L 10 Duds in candtforred space.Sum orBullding Heat LossX 1 Maximum Heat Equipment Output 33,178 Btu/Hour Bugling and Duct Feat Lass X 1.40 rorFhrcedAlr Fumace Buftng and Duct Heat Loss X 1.25 forFkst Pump (07101113) WESTMONT 24 GEORGE D.DEASYAIBD 8146 SEHOME ROAD BLAINE WA.98230 360-840-5141 Conditioned Floor Area 2,017 Component Performance,R occupancies Code Target Values Proposed Design Area UA Area UA Doors U=0.300 38 11 38 11 Overhead Glazing U=0.500 0 0 0 0 Vertical Glazing U=0.300 230 69 230 64 Flat/Vaulted Ceilings U=0.026 1,333 35 1,333 36 Wall(above grade) U=0.056 2.132 119 2,132 122 Floors U=0.029 1,333 39 1,333 33 Slab on Grade F=0.540 0 0 0 0 Below Grade Wall U=0.042 0 0 0 0 Below Grade Slab F=0.570 0 0 0 0 Target UA Total t73 Proposed UA TotalTarget Credits from Table 4062 Proposed Credits from 3.5 Table 406.2 Qualifies,please check for complete Component Desriptir If the Proposed UA 5 the Target UA,and the Proposed Credits from Table 406.2 are 2 those required in Section R4062,then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet 'n I' Feet larh Area UA Insulated Steel,Wood Edge(ISteeIWE) w 10-6C 0.16 1 3 01 6 a 201 3 Wood slab in wood frame(Woods%" W 10-6C 0.46 1 2 '1 6 e 18 8 _ w 0 0.00 0 0 0 0.00 0 0 _ 0 0.00 0 U 0 0.00 0 0 0 0.00 0 0 Sum of Area and UA 38 11 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet 4' Feet I"d' Area UA 0 0.00 0 0 1w 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 1 0.00 0 0 Sum of Area and UA 0 0 Vertical Glazing Plan Component Glazing Width Height ID Descri lion Ref. U Qt. Feet °131 Feet mar Area UA 2gl Vinyl,Low-e+argon Clear V i 10-613 028 3 3 ° 51 ° 45 13 2gl Vinyl,Low-e+argon Clear 10-66 028 1 2 6 4 ° 10 3 2gl Vinyl,Lowe+argon Clear _ 10-6B 028 2 6 ° 5 ° 60 17 2gl Vinyl,Low-e+argon Clear 'w. 10-613 0.28 2 4 ° 41 ° 32 9 2gl Vinyl,Low-e+argon Clear i 10-613 028 1 1 ° 5 ° 5 1 2gl Vinyl,Low-e+argon Clear 10-68 0.281 3 2 DI 3 ° 18 5 2gl Vinyl,Low-e+argon Clear 10.613 028 2 3 ° 3 6 21 6 2gl Vinyl,Low-e+argon Clear 'w 10-613 028 1 4 ° 3 6 14 4 2gl Vinyl,Low-e+argon Clear 10.8g 028 1 5 5 ° 25 7 0 0.00 0 0 0.00 1 01 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 _ 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 �i 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 01 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 Iw 0 0.00 0 0 _ v' 0 0.00 0 0 0 0.00 0 0 M, 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 - - ------ �i 0 0.00 0 0 w': 0 0.00 0 0 ,w1 0 0.00 0 0 w 1 0 0.00 0 0 _ 0 0-00 0 0 Iw 0 0.00 0 0 ! 0 0-00 0 0 0 0-00 0 0 0 0.00 0 0 1 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 Sum of Area and UA 230 64 1 0.280 FlatfVaulted Collings Plan Component Attic ID Description Ref. U Area UA R49 blown Attic STD baffled 10-7 0.027 1,3331 36 0 0.000 0 W 0 0.000 0 W 0 0.000 0 Sum of Area and UA 1 1.3331 36 Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap 10-5 0.0571 2.132 122 0 0.000 0 0 0.000 0 0 0.000 a Sum of Area and UA 1 2,1321 122 Floor(over orawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc 10-3 0.0251 1.333 33 0 0.000 0 qW 0 0.000 0 0 0.000 0 Sum of Area and UA 1.333 33 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA 0 0.000 0 0 0.000 0 qW 0 0.000 0 0 0.000 0 Sum of Area and UA 0 a Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Rof, U Area UA F Longth UA 0 0.00010.01 0 001 0 W 0 0.000 0.0 0.000I 0 V 0 0.0001 0.0 0.000 0 0 o.0ool 0.01 o.0001 0 Sum of Area,Length and UAI 01 0.0 01 0 Coovdaht 2013.WSUEFP104309(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) Table R406.2 Summary Opt. Description Credit(s) 1a Efficient Building Envelope 1a 0.5 2 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ is Efficient Building Envelope is 2.0 ❑ 1d Efficient Building Envelope ld 0.5 ❑ 2a .Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b .Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 13 1.0 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 El 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 a 1.5 5d Efficient Water heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 kWh ❑ Total Credits 3.5 'Please refer to Table R4062 for complete option descriptions Coovriahl 2013-WSUEEPI043OB(Version 11)Cooied by permission From Warhinaton State University Extension Enerov Proaram (see coovriaht resbictions) I MIN. 4" PERFORATED PIPE 4TURNED INFILTRATION TRENCH ------------------------- ------ I 1 I -------------- PLAN % YARD DRAIN VIEW SOLID PIPE OR "T SECTION ROOF ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4" TEE 0.00% . . . . . 2' MIN 1 MIN PLUG WITH 1/2" 1' MIN WASHED ROCK �' MIN CENTERED HOLE 1 3/4"_1 1/2'�-_ FINE MESH 1 �- YARD DRAIN OR CB SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A '�7 HIGH GROUNDWATER TABLE SECTION VIEW NOTES LF �LA� GEOTEXTILE COMPACTED 1. TRENCHES ALL A-Iuflf+1T6UW*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 1 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. �9 SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. *IN APPROVEDRr L OLIVE DEPART11M OF PUBLIC WOO STANDARD DETAIL mn ��� STANDARD DETAIL NUMBER REF SPANSPECRESIDENTIAL ROOF DRAIN INFILTRATION SD-140 TRENCH NOTES: 1.CAULK WEATHER STRIP ALL JOINTS AND PENETRATION TO HEATING SPACES. 2.ALL GLAZING TO COMPLY WITH WSEC.2015. 3.ATTIC VENTILATION:THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 _ OF THE AREA OF THE SPACE VENTILATED,EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS N PERMITTED PROVIDED THAT AT LEAST 50 PERCENT AVM, 12 > AND NOT MORE THAN 80 PERCENT OF THE REQUIRED uj VENTILATING AREA IS PROVIDED BY VENTILATORS J'�I 6 OL LOCATED IN THE UPPER PORTIONS OF THE SPACE TO BE VENTILATED AT LEAST 3'ABOVE EAVE OR 5/4xe,104HITEY0012 a CORNICE VENTS WITH THE BALANCE OF THE 0 REQUIRED VENTILATION PROVIDED BY EAVE OR r-6" CORNICE VENTS.WHERE EAVE OR CORNICE VENTS SAFETY GLASS ARE INSTALLED,INSULATION SHALL NOT BLOCK THE - W HARDIE SIDING FREE FLOW OF AIR.A MINIMUM OF A 1 INCH SPACE _ o 0 SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING AND AT THE LOCATION OF THE 0rE• - _ _ _.= FLASHING VENT.SEC.R806.2,R806.3 _- \o og 4.BUILDINGS SHALL HAVE APPROVED ADDRESS �Ip 171'gc howAje, *WOOD - - PABGO LAM COMP SHINGLES NUMBERS,BUILDING NUMBERS OR APPROVED ^��u BUILDING IDENTIFICATION PLACED IN A POSITION C0 PLAINLY LEGIBLE AND VISIBLE FROM THE STREET fu.&4eT7 WHMJ METAL GUTTERS W OR ROAD FRONTING THE PROPERTY.SEC R319.1 - -- a 5.SECTION 401.3 CERTIFICATE BE POSTED WITHIN 3'OF ❑ ELECTRICAL PANEL,COMPLETED BY THE DESIGN PROFESSIONAL AND INCLUDE THE FOLLOWING. R-VALUES FOR CEILING,WALLS AND FLOOR,U FACTOR AlTk,qviLrILmio J,Tv w, FOR WINDOWS,THE TYPE AND EFFICIENCY OF THE HEATING/COOLING EQUIPMENT,DUCT LEAKAGE RATE I!J YIMF I%kK --- - - 1 — STACKED STONE - - - ` FROM THE BLOWER DOOR TESTING. Imp n - - - --- 6RADE o l 6.SECTION 402.4.1.1 WSEC REQUIRES THAT THE BUILDING ( ) r r 11n�bv�/I,:Yb if llir ,64It r r 1P,Yb 1 v r rY I. 1})rYb lr a m i7 u�i ENVELOPE BE TESTED BLOWER DOOR). TO BE p1 tZ 4�/'ibl� rr1u:lbtr � vv 1i�Zr rY11hW/r rY Ihlblt ,* ffio CONDUCTED WITH BLOWER DOOR AT A PRESSURE OF r r ti,r !r �r 11,:Iblr um 0.2 INCHES w.g. 7.CORNERS OF EXTERIOR WALL WALLS SHALL BE FULLY 6 l; INSULATED. I 6 8.SECTION 403.1.1 PROVIDE(1)PROGRAMMABLE I ® �l 7 L \l(/ A 7 ( ® I THERMOSTAT SCALE: I/4"=I'-O" � 9.SECTION 403.3.3 DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33. p_I roQ �Q 10.75%OF ALL LUMINAIRES TO BE HIGH EFFICIENCY _ ENERGY GRE7 T5: GENERAL NOTES: 0 � � I la EFFICIENT BUILDING ENVELOPE la: 05 CREDIT X X PRE5GRIPTIVE COMPLIANCE 15 BASED ON TABLE R402.I.1 WITH THE FOLLONIN6 1.ALL WORK IS TO COMPLY WITH 2O15 EDITION OF THE N d MODIFICATIONS: INTERNATIONAL RESIDENTIAL CODE ANY APPLICABLE STATE, Iv llJ IU W z VERTICAL FENESTRATION U=28 COUNTY,OR LOCAL REGULATIONS,2015 UPC AND 20151FGC. 2.DESIGN LOADS:FLOOR 55 r4 SLAB ON-&RAVE R-10 PERIMETER AND UNDER ENTIRE 5LAS — SEISMIC DESIGN CATEGORY D1 Q ? C BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB ROOF 25(LIVE LOAD) OR 15(DEAD LOAD) _j z~ COMPLIANCE BASED ON SECTION R402.I.4: REDUCE THE TOTAL UA BY 5% FLOOR 40(LIVE LOAD) Ba HIGH EFFICIENCY HVAG EQUIPMENT So 1.0 CREDIT 15(DEAD LOAD) ° &A5,PROPANE OR OIL FIRED FURNACE WITH MINIMUM AFUE OF 44%,OR BEDROOM FLOOR 30(LIVE LOAD) t Q OAS,PROPANE OR OIL FIRED BOILER WITH MINIMUM AFUE OF 92% 15(DEAD LOAD) 5a EFFICIENT WATER HEATING 50 0.5 CREDIT DECK 60(LIVE LOAD) Q ° ALL 5HOWERHEAD5 AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL 3.DESIGN LUMBER GRADES: 12 g ; BE RATED AT 1.0 6FM OR LESS POSTS: DOUGLAS FIR/LARCH#2 w 61 € ; 5c EFFICIENT WATER HEATING 1.5 CREDIT SILLS,PLATES&BLOCKING:DOUGLAS FIRILARCH#3 OR BETTER WATER HEATING SHALL BE&A5,PROPANE OR OIL Y4ATER HEATER KITH A STUDS: DOUGLAS FIR/LARCH STUD MINIMUM EF OR 0.91 BRACEWALL SHEATHING:7/16"OSB SHEATHING BRACEWALL SCHEDULE INCLUDED UNLESS OTHERWISE NOTED ON '� 4.CONCRETE: - .;�•--- ^' DESIGN CONCRETE STRENGTH: FOOTINGS AND STEM WALLS: 2500 PSI 1A6"05D SHEATHING SLAB ON GRAD: 2500 PSI WEATHER RE515TANT BARRIER 5.FOUNDATION: I/2"rIAB 1.ASSUMED ALLOWABLE SOIL BEARING:1500 PSI MORTAR SETTING BED 2.FOOTINGS SHALL BEAR ON FIRM,NATIVE,UNDISTURBED Wi- +Woe- �powfe� STACKED STONE SOIL,A MINIMUM OF 12"BELOW ORIGINAL GRADE ry }OLGi_ zMORTAR o 2"x STUD�KA" OFFICE COPY 0 2 =7F_7A I L AT STONE WALL — CITY OF ARLINGTON CW7 5GALE: 1 1/2'' = I'-0" II II BUILDING DEPARTMENT r<� APPROVED w DATE O CHANGES AUTHORIZED YH ORIZED UNLESS -p APPROVED BY THE BUILDING INSPECTOR n I1/4" 5-1/21, 5/4"x5 1/2"CEDAR I TRIM 5GALE: 1/4'*'-0" 2 R L A R V A T O N A- DATE: JULY 4 2020 I PETAL �T CORNERS � Received `-rGALE: NOTED �yJUL 8 0 2020 JOB NO. O 10920 50ALE: 5"= 1'-0" DRAN!N5 4No A• 1 lti� n 0 � Z CONTINUOUS RIDGE VENTING 8 n N RJ i V 2 p p — 5AFETY 6LA55 12 w 3 s QI moo w (V - � U b"TRIM A5 5HOWN — 4 10• — 51MP50N b"POST/GAP � w bxb P05T ti m _ � �I F; 2"x4"FRAMING 5GALE: /4"=1'-O" 5/4"AGX PLYWD(PAINTED) A-.2 QQ 20° I"x 2"TRIM r O z 2"x 4"TRIM 11 91 -1 2"xb"FRAMING 7 lI� w F m CULTURED STONE(LED6E5TONE) = Q Q Q ry /2"COX PLYWD. tu m n T N GRADE 2"x4"TREATED PLATES Z CONTINUOUS RIDGE VENTING Q Ill ° #4 BAR 12"FROM TOP ° SIMPSON P05T BASE(5b III III_ CONCRETE 244 BAR 5"FROM BOTTOM L1;)r=7AlL AT COLUMNS - SAFETYGLA55 0 _ o U] N Y 2 SCALE: 5/4"= 1'-0" 2 T IT 2 �LLQ 0 doSAFETY 6LA55 Li z+ - _ 5GALE: I/4"=1'-O" I I S I 7 5 1;� L� A 7 I O DATE: DULY 112020 A-2 SCALE: NOTED JOB NO. OlOg20 DRA� \6 \0. R /. A- 2 24'-0' NOTES: 9'-T 9/4" 14'-4 I/4' I. SHOVER FLOORS AND W4LL5 ABOVE PERMITTED HANDRAIL HEIGHT.R 511.1.1 4'-4 I/4' 5'-9 I/2" 6'-II I/2' T-5' o BATHTUBS WITH SHOVER HEADS SHALL 15.SMOKE ALARMS SHALL RECEIVE THEIR 24'-0" 6: _ BE FIN15HED WITH A NONAB50RBENT PRIMARY POWER FROM THE BUILDING SURFACE THAT SHALL EXTEND TO A WIRIN6,WHEN POWER 15 INTERRUPTED SHALL W-O" L 1", 4'-0' � O HEIGHT OF LESS THAN V ABOVE FLOOR. RECEIVE POWER FROM A BATTERY. R 314.4 IS N 02.SHOVER HEADS SHALL BE EQUIPPED WITH 16.CARBON MONOXIDE ALARMS FOR NEW FLOW CONTROL DEVICES TO A MAX OF 3 CONSTRUCTION SHALL BE INSTALLED 6"xl2"><2 D/F BEAM GONT'D GPM PER SHOWER HEAD. OUTSIDE OF EACH SLEEPING AREA IN THE � o TUB AND 1 1 W 3.SAFETY GLA55 15 REQUIRED AT 5HOWER VICINITY OF THE BEDROOMS.IN DVELLIN65 SHOVER I OL DOORS IN ACCORDANCE WITH SEC THAT HAVE ATTACHED GARAGES AND/ORrnI R306.4,R506.45 FUEL FIRED APPLIANCES.R 515.1 4.SOLID FUEL STOVES SHALL BE INSTALLED # I o IN ACCORDANCE WITH WABO WOOD STOVE 4 g i FAN HANDBOOK. �x LL �T o-r 5.HOT WATER TANK REQUIRED PAN WHERE . o 0/GFM 18 INSTALLED IN LOCATIONS WHERE LEAKAGE OF TANK WILL CAUSE DAMAGE. 4 M,45TER I PAN SHALL BE DRAINED OUTSIDE NOT n -------------- LE55 THAN 6"AND NOT MORE THAN 24" BEDROOM v 1 ABOVE 6ROUND.SEC.P28015 CARPET _ 16080 GARAGE DOOR b.DRYER TO BE SEPARATELY VENTED TO OUTSIDE.MAX LENGTH OF DUCT SHALL BE 05 qi ° �=,, 25 FEET FROM THE CONNECTION TO THETTERMINAL MAX LETH RREDUcm P 's G m TABLE M 1502.4.4.1 SEC.M 1502.4.4.1 7 cARPB7 4.'-T 1/4' S'-2' 6'-1 1/2' 2-CAR GARAGE Y �m ?.ATTIC ACCESS TO BE READILY ACCESSIBLE. MINIMUM SIZE 22"x3O"WITH r- SLA13 d 50"UNOBSTRUCTED HEADROOM.SEC R801.1 L. -. ---_ — SBA ANY NOTE: '- 6.FURNACE INSTALLED IN GARASE APPLY qLy ALL CEILIN65 TO HAVE G.W.B.AND FIRETAPE ABOVE AND BEHIND 5/8"TYPE X G.W.B.AND STRAP PLATER TANK FURNACE PRIOR TO INSTALLATION. TOP AND BOTTOM 9.APPLIANCES INSTALLED IN 6ARA&E SHALL N - -- DEgK TUB AND WALLS TO HAVE I/2"G.W.B. 0 I&ELEVATED ON 5 NOT LEE55 THAN 16"ABOVE THE O tJ- 3 `•N'IOWER UCH THAT THE SOURCE Or TAPED AND FINISHED (RE NOTES) FLOOR IN 6ARAGES.IRC M 150'1.3 10 r Z.5.1 20 10.HANDRAIL HEIGHT MEASURED VERTICALLY ;�, 6'-b' 14 wl GIU Q i5 FROM TREAD NOSING OR FINISH SURFACE OF RAMP SLOPE SHALL NOT BE LEES THAN N � Y 7T=(=S.� g° 4 um 34"AND NOT MORE THAN 38".R 511.1.1.1 VENT 6A5 Lob FIREPLACE � 7 I.ENCLOSED SPACES UNDER STAIRS APPLY # BEDROOM 2 2200^'T �� ry a 1/2"G.W.B.TO ALL WALLS AND LID. = eo cFM ]' 12.HANDRAILS WITH A CIRCULAR CROSS 4 � NSTALL TO MANE SP0/G a CARPET SECTION SHALL HAVE AN OUTSIDE a o LL q g DIAMETER OF AT LEAST 11/4"AND NOT 'a SMOKE a n GREATER THAN 2 INCHES.IF NOT CIRCULAR 4 1A OII V AND 3 b 4 4 m IT SHALL HAVE A PERIMETER OF AT LEAST �°-� ALARM D n Toe Q 4"AND NOT GREATER THAN 6 1/4'WITH A 12 0 ° n MAX CROSS SECTION OF 2 1/4'.R 511.?.'15 14 _ 15.MINIMUM TREAD DEPTH 15 10".MAX.RISER 14 1i- Xca (a `, HE16HT 151 3/4".R 511.1.4.1 d R 511.1.4.2 FVErrr �+ © 9 Y < 14.5TAIRWAY5 SHALL NOT BE LESS THAN 96" SMOKE ID eo OFM IN CLEAR WIDTH AT ALL POINTS ABOVE THE Y� 0151<°VaT�Y UTILI © In ALARM LINO �00 Q � W F F 'P O a� 5'-2" 6'-1 1/21, m A b 6� l-1 Y�I �I�OIN SG I�U� �oBEDROOM B � - Ll � ? -, E CARPET Q RANSE XX 5 MARK TYPE NOTE VENT �� TO 0 REF os W to Q WIDTH HEIGHT 5 p z I b'-O" 5'-0" 5LDR. -- JkN� n 1r) tu 2 b.-O., 5'-O" 5LDR. -- Y vFR•S..ILittiGU vN IBR IV In i 3 3'-0" 5'-O" 5/14 -- ,� o GREAT ROOM 5' a In" 4 I'-O" 5'-O" PIO SAFETY GLA55 6 S CARPET b 4'-0" 3'-b" 5LDR. SMOKE/GO ALP 1 O2 °rseE 7 2'-0.. 5.-O" 5/H -- SMOKE x& IIOV AND .. �BATIERY �BATfERY 8 2'-0.. 3'-O" 5/H -- SOT A"D n ALARM 9 4'-0" 4'-0" 5LDR. -- - q 10 4'-0" 4'-0" 5LDR. -- N II 3'-0.. 5'-0" s/H -- BEDROOM 4 12 3'-0" 5'-O" 5/H -- o CARPET V-1 1/2" c 6"x8"#2 �2 3 13 2'-b" 4'-0" Plc SAFETY 6LA55 D/F HDR 6 b 8" 14 2'-O" 3'-0" #2 5/H SAFETY GLA55 � - � O 15 5'-0" 4'-0" 51-0R. -- b"x8"a2 D oR 614"02 01 O D/F HDR I3 GLA55 D/F NOR :p ° o U N I I 12 , ° '✓° 6LAss 4 g 1700R SGHEnULE b'-10' S'�i' b'-10' S'-I I/4' S'-8 3/4' Q ^3'-b"^ �.` 8'-b I/2* 2'3• 2'-8 1/2" Ga Z SIZE FIRE a W rc t SILL ATIN STYLE bx122�KIPBEAM 4� MARK GLAZING 2a'-0" _ WD H6T THK LAESEL m 5 T V-2" 10'-2' 6'-2' -1 [� pa I 9'-0' 6'-b 13/b" — STANDARD 2 2'-'1" 6'-b' 13/5' STANDARD 4 Y-4" b'-b" 15/5' — POCKET-SINGLE o g 5 4'-0' 6'-b" 1 1/4" BIFOLD-DOUBLE 6 2'-8" 6'-b" 15/6' — — STANDARD T 21-6" 6'-b' 13/5' POCKET-51N5LE b 2'-4' 6'-b" 15/6' — STANDARD I '�I � I O O 9 2'-4' 6'-8" 19/6" — STANDARD I�I I� L 10 5'-0" 6'-8" I I/4" BIFOLD-DOUBLE II 2-4" 6'-b" 13/6' STANDARD 12 24' 616' 15/6' HINGED-SINGLE 15 2'-b' V-6" 1 5/6'1 1 1 — HINGED-51N6LE 14 2'-4' 6'-b' 1 9/b' — I STANDARD 15 4'-1 VY' 6'-b' 1 51POLD-DOUBLE SCALE: I/4"=1'-0' F L O O A N 5 DATE: JULY 9 2020 16 24' 6"' 13/8" STANDARD 11 W-O" 6'-b• 1 11/4" BIHEAD-DOUBLE -755 SQUARE FEET Ist LIVING AREA W-O"16 1"" e ' 114" ov51roLD-DOUBLNAL A-3 12"19 501JARE FEET 2nd FLOOR AREA 50ALE: NOTED 525 50UARE FEET GARAGE AREA 144 5OUARE FEET FRONT PORCH AREA JOB NO. 0'10920 'DRAWING NO. R.V. A- 3 ROOF TRU55ES/RAFTERS TO HAVE 24"MIN. HURRICANE ANCHORS TO TOP PLATE o 2"x TOP PLATE Z 4"xl2"NET HEADER MIN. 24'-0' NAIL 5HEATHIN6 TO HDR W/8D COMMON o 3"O.C.E.W. FASTEN TOP PLATE TO HEADER W/2 ROW5 HEADER STRAP M5TA30 541" Ib'-2' 9'-II' W a OF 16D SINKERS NAILS AT 3'o4.TYP' (3)-2T STUDS,5"O.C.5 A NAILED FOR PANEL SPLICE(IF NEEDED),PANEL TO STUD®3"O.G.STAGGERED ED6E5 SHALL BE BLOCKED,AND OGGUR WITHIN 24"OF MIDHEIGHT. ONE ROW OF 5THD1 APA RATED SHEATHING, 3/8"MIN. TYP SHEATHING TO FRAMING NAILING REQ'D 2THP14 2-2 I P.I.2-I/0 EXP. NAILED 8d®3"O.G• IF 2X4 BLOCKING 15 USED,THE 2X4 MU5T BE ALL PLATES,HEADERS 4 STUDS. NAILED T06ETHER W/3 160 5INKER5 MIN.2"x4"STUDS 2"x SOLID BLOCKIN6 REQV 0 SHEATH.JOINTS MIN.5/5"0 A.B.MIN.EMBED.T' D HOEDOW SIMP50N 5THD 14N WOOD/GONG.MIN.CAPACITY 4200 LB 5TH014 STRAP 0 : (3)-2"x PLATES NAIL SHEATHIN6 r TO EA.PLATE 3"x3"xI/4"WASHER SIMPSON BP r+ m 6 b NOTE: I. FOR USE IN END WALLS AS SHOWN. I I I/2" N PROVIDE HOLDOWN5,BOLTS AND �+ 1 PKYWOOD NAILING AS SHOWN, 2. ANCHOR BOLTS MUST BE FULL 5/8" , DIAMETER WITH GUT THREADS. o BLOCK WT o FOR DUCT FRONT ELEVATION SECTION A-A 00 6 WORK IL ° 24 INCH LATERAL RESTRAINT PANEL I � — - - Few � NOTES: - — G AG_G5 OL Xm_ to I. WOOD SILL PLATES SHALL BE ANCHORED TO STORM 5EHER OR OTHER APPROVED POINT OF FOUNDATION WITH BOLTS SPACED AT A MAX OF COLLECTION THAT DOES NOT CREATE A HAZARD. dtll 6'o.c.BOL75 SHALL BE AT LEAST 1/2"DIAMETER R401.3 AND SHALL EXTEND A MINIMUM OF 9"INTO 9. HOT WATER MUST MEET THE REQUIREMENT OF CONCRETE.A NUT AND WASHER SHALL BE ASHRAE 90A-80 AND BE 50 LABELED. T16HTENM ON EACH ANCHOR BOLT.SEC R403.1.6 10. FOUNDATION WALL5 ENCL051N6 BASEMENTS -- - — -- - " — o- 2. SEE FRAMING DETAILS FOR STEEL REQUIREMENTS. BELOW FINISHED 6RADE TO BE DAMP PROOF o _ IU IU W Z 3. FOUNDATIONS VENTILATION OPENINGS SHALL BE FROM TOP OF THE FOOTING TO THE PINTNeD 6 Q Q D NOT LESS THAN IA50 OF UNDER FLOOR AREA. GRADE.R406.1 ° NAILED �_ ONE OFENIN6 SHALL BE WITHIN 3'OF EACH PORTION r z CORNER OF THE BUILDING.SEC R408.1 _ 6 L p = o 4. THE tu LOCATED AT THE BOTTOM OF FOOTINGS AT Y BE - 6 i o LE "AST 118AND A MINIMUM OF 12'UNDER BOTTOM _ _ tu Q S. ACCESS SHALL BE PROVIDED TO ALL UNDER = _ -'• - - - -- _4 FLOOR SPACES.ACCESS THROU6H FLOOR SHALL - °° - _ . .FOUNDATION VENTILATION: — m O Z -00 BE A MINIMUM OF 18"x24".ACCESSES THROUGH A o tu PERIMETER WALL SHALL BE NOT LESS THAN I -- _ __ IIREQ'D l38 SQ.FT. 16"x24" CLEAR SPAN '56/150=4.112 x 144=108.48 g s 6. A 6 MIL POLYETHYLENE FILM SHALL BE APPLIED MyI IOa1gb�(bxlb)=B REQD OVER THE THE BELOW 6RADE PORTION OF THE EXTERIOR FOUNDATION WALLS PRIOR TO I �x4 FRAME — BAGKFILLINb.JOINTS IN THE FILM SHALL BE \ 4 WALL ofte LAPPED 6"AND SEALED WITH ADHESIVE.THE TOP i �^ W/VI6'058._� EDGE SHALL BE BONDED TO 5HEATHIN6 TO FORM 50•MIN. �'. ° -—_ I SIDEColl BAR A SEAL.R406.5.2 RE cq "I. ALL WOOD IN CONTACT WITH THE bROUND, L 'rH / IN SWAR O EMBEDDED IN CONCRETE IN DIRECT CONTACT core WITH THE GROUND OR EMBEDDED IN CONCRETE I14 MIN. 12'MIN EXF05W TO THE HEATHER THAT SUPPORTS FROML. PERMANENT STRUCTURES SHALL BE APPROVED - l PRESSURE TREATED WOOD SUITABLE FOR GROUND CONTACT USE.R311.1.2 8. SURFACE DRAINAGE SHALL BE DIVERTED TO A 1 2 nETA I L AT LSTHC7aRJ 2 � - s 4 SCALE: NT5 2'-5 I/2" '-3' 3'-I I/2' V 1 Q S 11'-2" 6'-10" 4 2 m I NOTE: o 2 SEE 1/4 FOR ANCHOR BOLT5 ° - — — — — — - - 5PAGIN6 AND SIZE s I I b'-2" 9'-II" V-2" I ' I. ANCHOR BOLT Wl9'x5NI/4'WASFERS 012'04.('IYP) 2. 2 x6•F.T.SILL PLATE. DATE: DULY 112020 9, 6"CONCRETE STEM WALL SCALE: NOTED 211 x V' P.T. SILL � ® U N A 7 10 IN F L AN SCALE; NOTEDOlOq2 Q SCALE: 5/4"= I'-O" 5GALE: 1/4"=1'-O" JOB^ A—'T DRAW 1S NO REV. A- 4 P O a Z GENERAL A000 FRAMING NOTE5: ° P � I.Lumber shall be in accordance wlth"National Design Specification" 2W-o' << w no the National Forest moisture Association. less t otherwise K noted the maximum moisture content shall be less than IQ%. The species and grade of lumber shall be as follows: Mud Sills Hem-Flr No.2 treated i Interior Framing: �- �11ANP Floor and Roof.foists D.Fir No.2 I Wall framing D.Fir No.2 I 4"x Headers and Beams D.Fir No.2 (2"x Headers and Beams D.Fir No.I I I Exterior Framing: I I 4"x Headers and Beams Hem Fir No.2 treated b"x Headers and Beams Hem Fir No.I treated o Q cz - -------- o All other framing not noted D.Fir No.2 � � � -------------- m ® �fl am 2.Nailing shall be in accordance with UBG Table No.25-1-0,except as noted on plan. All nails shall be common wire nails unless noted otherwise. B.Gut washers shall be provided for all bolt heads and nuts bearing on wood. 4.Interior gypsum wall board shall be attached as follows except as noted on plan for shear walls. - §§ 2nd Floor: 1/2 616113-5d cooler nails at T'o.c. y ------- 51A-1, --- ------5/8 GWB-bd cooler nails at 7o.c. - e�ocKlNs sff s/A� euocKlr+s sff s/A-e st Floor: �f Q W o0 /2 6WB-5d cooler nails at 4"o.c. a o�j 5/6 6WB-bd cooler nails at 4"o.c. U O 5.shear walls shall be nalled according to the following shear wall schedule. Naaling schedule refres to edge nailing on the perimeter of the plywood or OSS. 6 Panel shall either be blocked or oriented vertically in order that all edges are supported and nailed. Nailing at the Interior(field)of each sheet shall be 12"o.c.minimum. Q� Ca orb.Glue Lam beams spanning more than one opening in the length of the beam 4 p or with cantilevered ends shall be 24F-v5 unless speclficallt noted otherwise on the plan. R Other Glue Lam Beams shall be DF 24F-V4 unless noted otherwise. tu O R Q d} };� 7.Timber members specified a u ws"treated"shall be pressure treated according to the 2aeo � o- following schedule: Amc s lU Q Use: 5tandard: Minimum Net Retention: nccEs =-- -- tu lU W N Above ground: AWPA 02 AGZA or GG Q Q Q A to.25 Wc.f.retention Ground contact: AMA 62 AGZA or GGA to.40 Ib✓c.f. retention )- 0 v 5'-115/ Z Marine exp.: AWPA 02 8 GI8 AGZA or GGA to.60 Ib✓c.f.retention -- LI fT^--E£5/ y Q I- Z J - — - ---_ < 'D V - m f o tu - i-� � � � 3 / - 1dI�I WGkUt•� Yr'��'�"!`('� BLOGKIN65E£5/A-b -- € SIMPSON H-I AT F_AG11 TRU55 N 2-SIDE5 - - - - p CA) o 7, ?;U.Milt O o E N= W �i i f:)ETAIL AT HOLI70WN H-I L] 5 SCALE: NTS 3 a SCALE: I/4"=1'-0" L. A 1 ` 51,ALE: 1/4"=1b" :2 r1 6 l-®®R R A I " I I N CS A_5 DATE: DULY 412020 SCALE: NOTED .JOB NO. 0"70920 DRAA \r V0. REV, A� 5 CONTINUOUS RIM J015T RILL EE*w BLOCKING GONTINJOU5 ALONG LENGTH OF BRACED WALL 0 � 2 � O a N 8d®b'o.c.ALONG 8d®b'o.c.ALONG 1 BRACED WALL PANEL BRAG®WALL PAID W OL H a 0 8"HARDIE SIDING £ ?/Ib"05B SHEATHING BRACED WALL PANEL BRACED KALL PANEL 1/2"G.W.B.FIRETAPED 2"x6"5TUD5®Ib"O.G. 2"xb"TREATED PLATE � 3 3-Ibd®Ib'o.c.ALONG 3 Ibd®16"oa.ALONG BRACED 4"CONCRETE SLAB o z BRACED WALL PANEL BRACED HALL PANEL FIN15HED GRADE 6 MIL VI5GUEEN Q W 4"MIN.PERF.PIPE I 11COMPACTED SAND/GRAVEL W/PERVIOU5 — — BACKFILL SEE I/A-b FOR STEEL LENGTHS CONnNIJOLS RIM J015T FU-L HEIGHT BLOCKING - n CONTINJOU5 ALON6 LENGTH 1-#4 BARS HORZ. o s� OF BRACED WALL pzz Y*EN PERPl!NW=LAK TO FLOOR/GEILIN6 P"MIN& YSN/ tl Ib��d �a COMP SINGLES OVER 15#ROOFING FELT OVER 1/2" 5 BRAGEfl lNALL PANEL CONNECTION 3 nETA I L AT GARAGE FLOOR GDX PLYWOOD OR EOUIV.COX AT EAVES ON ENGINEERED 4 STAMPED A-6 SCALE: 5/4" = I'-0" Ei-( SCALE: 5/4" = I'-0" FACTORY-BUILT TRUSSES®24"ox.. R-49 INSULATION BAFFLES AT EAVES FOR I' AIR SPACE 50REENED 4 VENTED 2x4 BIRD BLOCKING PROVIDE HURRICANE CLIPS AT PLATE EVERY TRUSS 2 SIDES 17 TRUSSES AT 24"o.c. O } } 4"CONT.EXT.ALUM /2"G.W.B. CEILING(TYP) lu GUTTER ON 5/4"xb" 2"x SCREENED ELK6 Z ¢ CEDAR�A IAA 8" 4"xl0"#2 D/F HEADER rc V N �Z OR A5 NOTED "xb" V-JOINT _ Q ~O Q Q _ 51MPWN HI HANGER 3/4"T46 055 SHEATHING AT EVERY TRU55 SIMP50N JOIST HANGER `" Q �0 51MFWN Bab 2"x4"FREIZE BOARD R-38 INSULATION � (R/ IS m o � s tu 6"xl2"#2 D/F P05T PAINTED (� Q Q v BARRIER TO WARM SIDE 24" 4"xlO'#2 DOUG/FIR BEAM ? Q w 3/4"OSB SUBFLOOR 2x10#2 H/F JOIST Ib"o.c. s 3/4 OVERLAY L LINO AREAS 4'x4'#2 D/F P05T®5'-0"ox, i z_ w/4-Ibd NAILS®BASE 2'x4"P.T.PLATE 1/2"ANCHOR BOLT 06-0"o.c. b"FLOOR TRU55ES Ib"o.c. w/NUT AND 3"x3"xl/4"WASHER Q I-#4 BAR5 HORZ.(TYPICAL) ^, W /2"GWB 2"xb"CEDAR GAP ` V t x 2"x4"CEDAR RAIL ' 2"xb"® 16"o.c.FIRAEM(104 5/8") 2"x2"CEDAR®!I/2'o.c. o 2 17ETA I L AT GRAr;)E BEAM �rr++ s — b"xb"#2 D/F POST PAINTED O n> R-21 INSULATION SCALE: 3/4"= I'-0" 1/16"055 SHEATHING ° d 8"HARDIE 50I146 CE 5/4'x4'ZDAR DEGKING a o e TYVEGK BUILDING WRAP FLASHING [I d Q R-38 INSULATION wNPPOR 2"x8"P.T.J015T®WOb. R-58 INSULATION V 1 LL a SEE A- BARRIER TO WARM SIDE 4 FOR LOCATION N�; 3/4"T46 055 SHEATHING N o 3/4"OSB SUBFLOOR T45 1/2b'xIO"#2 H/F BEAMP.T. F_ o " 1/2"OVERLAY®LINO AREAS x z BL ®ALL BEARING POINTS bxb P05T BASE JOIST HANGER 2x10 RIM J015T ` ` o 2x10#2 H/F J015T 16"o.c. G E 2"x8"P.T.FREIZE BOARD 2x10#2 H/F JOIST Ib"o.c. I IIII=IIII- 2"xb'TREATED PLATE IN.GRADE 2"xb"TREATED PLATES =IIII=11 ,' _IIII= 1/2"x 10"ANCHOR BOLTS®b'o.c z =IIII 1/2'ANCHOR BOLT®b'-0"o.c. 4-#4 BAR GRID a f L#4 BAR IN THE UPPER 12"OF WALL f w/I�1T AND 3"x3"x1/4"WASHER .fl '� - 04 BAR Ib"o.c.HORZ.(TYPICAL) VI50UEEN GROUND BLACK b MIL b' `r #4 BAR HOOKED 48"o.c.(TYPICAL) dJ ' 1-#4 BARS HORZ.(TYPICAL) DATE: JULY 9 2020 8" TYF I GAL FRAMING 17ET I L 4 5EGT 1 ON 17ETA I L A7 FORGH OPT SCALE: NOTED 15 A-6 SCALE` 3/4"_ -°" �17ETA I L AT FLOOR JOIST STI L AT FLOOR JOIST J°B"°. 5 N o SCALE: I/2" - I'-O" c e a n s s tic e e a A-6 SCALE: 5/4"= I'-0" A- 6 COX PLYWOOD SHEAR WALL INSTALLED W/LONG DIMENSION ACROSS STUDS.STAGGER VERTICAL 4 JOINTS 2 PANEL 5HEATHINS USED A5 CORNER BRACING At LONG DIMENSION LEAVE 1/4"GAP o PARALLEL TO STUDS EDGES/1/8"GAP 51MP50N A35 FLOOR SHEATHING rj o ENDS UNLESS ®48"0.0. 5 OTHERWISE REG- -, _ 5 OMMENDED BY 'oTREADS 2 X MANUFACTURER � N 4 1 ' 141 WALL FRAMING 5/4"PLYWOOD RISERS T WITH fZ)Ibd RIN6- 5 3 5HANK NAILS o EACH WOOD BEA STAIR STRINGER n r� I. RIDGE LINE. 51DING MATERIAL III Y 2. PRE-EN6INEERED TRll55E5 �. WITH SHEATHING ON ONE(G p SIDE(GABLE TRUSS). S. 2 X 6 NAILER ATTACHED TO 2 X STRING GABLE TRUSS. ., 4. T/16"SHEATHING. 5. 2 X 6 BRAGIN6 AS NEEDED. ° y 6. ROOFING-SEE SPECIFICATIONS. y T. SMOOTH T UNOUN SIDING ATTACHED TO DERSIDE OF 2 X 6 FRAMING. 10d NAILS o 6"O.G.AT EDGES NOTE, SEE FLOOR PLAN FOR RISER HEIGHT 7 5/4'MAX. 1 SEAMS AND IOd NAILS o 12' ° O.G.IN FIELD U.N.O.ON SHEAR AND TREAD WIDTH 10"MIN.LENGTH(TYPIGALJ. �, d WALL SC+MLE �m W U Na GABLE END PRAM I NG 6 TYP I GAL SHEAR WALL 3 STUD 1 R 17ETI LA J 1/2"= 1'-01, "� N.T.5. "� N.T.S. �w EDGE NAIL SHEATHING TO HOL%M CONTIN)Orp DOUBLE sNDS EDGE NAIL SHEATHING TO HNOLDDOWN CONnNDU5 DOUBLE STUDS 9; G o b CHORDS AND TO TOP PLATES TOP PLATE 0 Ib'o.c. CHN0RD5 AND TO TOP PLATES TOP PLATE U SfEARYNALL S+EARWALL I IN. 3/4"PLYWOOD RISERS 50LID BLOGKINS SOLID BLOCKING WITH(2)Ibd RING-SHANK AT ALL UNSUPPORTED AT ALL UNSUPPORTED PPEYRW5�ARRYW�LL Sg p EAR L 5t� NAILS AT EACH STAIR SCHEDULE PLAN FOR PLAN FOR STRINGER SCHEDULE HEADER (� 51 ZES SIZES 7 mm^ mm� �V P.TD.F.SILL PLATES P.T,H F.SILL p i• 2 X TREADS Y N } v PLATE WITH PLATE WITH Z'xIZ"STRINGER O a ry O ANCHOR BOLTS ANCHOR 5OLT5 IU cp m PER PLAN 2x10 RIM JOIST PER PLAN 1 `( N In lf1 a J 1� — p" tunI/2"x10"J-BOLTS " `t° /2"xl0".k80LT5 3-Ibd NAILS ^ ^ Q N O 12,04.(TYP) T2"oc.(ttP) 4-1 1-1 Z SEE 5-1 FOR LOCATION SEE FOUNDATION PLAN FOR LOCATION SEE 5-1 FOR LOCATION SEE FLOOR PLAN FOR LOCATION SIMPSpN FN55 AT 32' U K 2'x4'Ib'o.o.STUDS O.G.,STUD TO STRINGER Z AND��ZE OF ANCHOR AND SIZE OF ANCHOR am NOTE5: NOTE5: v, I. MAINTAIN 3/6"MIN.EDGE m FROM I. MAINTAIN MIN.EDGE '* ci DISTANCE FROM PLYWD DISTANCE FROM PLYWD l T SHEATHING TO NAILS. SHEATHING TO NAIL5. O Q 6 2.EDGE NAILING TO BE APPLIED 2.TO ALL NAILING TO APPLIED TO ALL PANEL ED6E5. 9 V � � L TYPICAL TYPICAL 2 5TAIR DETAIL 8 57U17 AND SHEAR WALL STUfl AND SHEAR WALL 'j N.T.S. N.T.5. N.T.5. 7 NGn I. IN PAINTED ARFAS,USE A (2)2'z TOP PLATES JOINT TREATMENT SYSTEM 13 AND SEALER FOR FINISI8 CZ454TITIOZ BOARD To 65�ExrlTIOu s ` 12 BOARD AND (10)Ibd NAILS STAGGERED AT EACH '� u 0EMENTiT10U5 BOARD TO SIDE OF TOP PLATE SPLICE SYP56M BOARD. II 2. IN TILED AREAS,TREAT 2 CEMENTITIOU5 BOARD TO 24" ��6 CEMENTITIOU5 BOARD AND CEh81TTCUS BOARD TO GYPSUM BOARD JOINTS BY (2)16d5•IE'a.c.TYP. (1)2'x STUD W a. W 2'x STUDS L 50 FLOOR PLAN FOR • S TAEPEDDINLEGE SETTING TIOUS EY+EN OPEN X0EEW5 44'-0 512E AND LOCATIONIN 10 MATERIAL. W � m 3. 1/4"SPACE. 4. APPROVED FP5TEN5?6. 6 5. CERAMIC n. STUDS b. C.EMENTUnOUS TAPE. 0 16'O.C. r i 1. SETTING MATB2IAL. • 8. W 2 HOO Ibd NAILS 0 12'O.G.WOOD PLATE. STA%ERW o 4. G BOARD. •�'U� 10.2 X 4 WCOD STUDS•Ib' a 9 OC. 11, SUPPORT FRAMING FOR SILL 4 ATTAGM•ENT OF Ibd STAOSERED AT EACH 2 x STUDS 0 16'o,c. LFLATE FIXTURES. �OF e � 2 x TRIMMERS(NOTE:USE(2)TRIMMERS 12.1/2'INTERIOR WEN OPENING 15 4'-0'OR MOREJ 9 CEFENTITIO115 BOARD. 13.1/2'GYPSUM PANE.. 'L4 I I TT'*&NAILED SPLICE APPLIES WEN NO OTHER SPLICE 15 INDICATED. (3)s1Mr5oN A345 DATE: JULY 9 2020 8 NOTE: WEN SPAN EXCEED" SPLICE PLATES ARE OVER STUD OR MA110N. 51C AM TED AABO MAY BE USED IN LIB OF NAILING A5 SCALE: NOTED T1'P I CAL BATHTUB INSTALLATION q T1'PI GAL PLATE SPLICE i TYP. MINI MUM HEADER JOB NO. 010920 �IRAA,NG \0 REV. N.T.S. '7 N.T.S. '� N.T.S. A- 7 A 41111" L-11' B 24'-0" 24'-0" BRACED HALL NOTES: 14'-41/6' 1'-0' 6'-0' 4'-O'R409.1.2 C MWIOUS FOOTING IN SEISMIC DESIGN CATEGORIE5 CS-WSP I CS-PFG ` O 00,DI AND 02•THE BRACED AALLPANEL5 AT EXTERIOR WALLSo- OFEUILDINSS1 LOCATED IN SEISMIC DE516N CATE60RIE5 DO,DI AND IR SHALL IO SUPPORTED AL CONTINUOUS I FOOTINGS,ALL 3 '`''Jv�*I_j' 1 REQUIRED INTERIOR BRACED WALL PANELS BUILDINGS WITH PLAN DIMENSIONS 4 THDId 5TH&14 W 6REATER THAN 50 FEET(15 240 MM)SHALL ALSO BE SUPPORTED BY CONTINUOUS ,t 2-2 2- "X 'A FOOTIN65. I R602.10.1.2 LENGTH OF BRACIN6.THE LEN6TH OF BRACING I ALONG EACH BRACED WALL LINE SHALL BE THE GREATER OF THAT I n REQUIRED BY THE DE516N WIND SPEED AND BRACED WALL LINE $PAGING IN ACCORDANCE WITH TABLE R602.1012(U A5 I ADJUSTED BY THE FACTORS IN THE FOOTNOTES OR THE SEISMIC DC516N CATEGORY AND BRACED WALL LINE LENGTH IN ACCORDANCE WITH TABLE R602.10.12(2)AS ADJUSTED BY THE FACTORS IN TABLE R602.10.1.2(5)OR ry BRACED WALL PANEL LOCATION REQUIREMENTS OF SECTION R602.10.1.4.ONLY --------------------- WALLS THAT ARE PARALLEL TO THE BRACED WALL LINE SHALL BE COUNTED - TOWARD THE BRACING REQUIREMENT OF THAT LINE.IN NO CASE 54ALL THE c TOTAL.(1219 ADJUSTMENTS HAVE BEEN TAKEN,BE LE59 THAN 46 I - MINIMUM TOTAL LENGTH OF BRACING IN A BRACED WALL LINE,AFTER ALL NCHES MHI) N - \ D / ry Q� �3 R602.10.92 METHOD ABA:ALTERNATE BRACED WALL PANELS. o 0 METHOD ABIN BRACED AALLPANELS CONSTRUCTED IN ACCORDANCE WITH ONE OF z THE FOLLOWING PROVISIONS SHALL BE PERMITTED TO REPLACE EACH 4 FEET ® "� (1219 MM)OF BRACED WALLPANEL. "v a R602.1099 METHOD PFH.PORTAL FRAME WITH HOLD-DOWNS.METHOD PFH 19'-9 I/2' b'-I I/2' r BRACED WALL PANELS CONSTRUCTED IN ACCORDANCE WITH ONE OF THE - FOLLOMN6 PROVISIONS ARE AL50 PERMITTED TO REPLACE EACH 4 FEET OF GB (,A BRACED WALL PANEL AS REQUIRED BY SECTION R602.10.5 FOR USE ADJACENT TO A WINDOW OR DOOR OPENING WITH A FULL-LENGTH HEADER. GB R602.I0A.1 CONTINUOUS SHEATHING BRACED HALL PANELS. 21,- 711 CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL.PANEL F SHEATHINGSURFACES,TO BE USED ON ALL SHEATHABLE SURFACE ON ONE SIDE OF A q'-4" BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENIN65 AND GABLE 4 3 END WALLS.BRACED WALLPAHELS SHALL BE CONSTRUCTED IN ACCORDANCE Jiv rT CS-WSP CS-WSP WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4.1.DIFFERENT BRAGN6 L ® ~ METHODS,OTHER THAN THOSE LISTED IN TABLE R602.10.4.1,SHALL NOT BE ® GB " PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS 5FEATHIN6. vo m i TABLE R602.I0.4.1 METHOD CS-W'iP: WOOD STRUCTURAL PANEL SHALL BE A MINIMUM OF 9/6"THICK, THE CONNECTION CRITERIA SHALL BE 60 COMMON NAILS a 4 q AT 6"SPACING(PANEL.EDSE5)AND AT 12"SPACING INTERMEDIATE SUPPORTS,) r tl OR 16 GAO X 1 9/4'STAPLES AT 9"5PACING(PANEL ED6E5)AND 6"SPACIN6 �Q E (INTERMEDIATE SUPPORTS). Q ® Q TABLE R602.102 METHOD 65:GYPSUM WALL BOARD SHALL BE A MINIMUM OF I/2" -r THICK.THE CONNECTION CRITERIA$HALL BE NAILS OR SCREWS AT T"SPACING AT PANEL MOSE5 INCLUDING TOP AND BOTTOM PLATES,FOR ALL BRACED WALL(613 CS D = H mm 6YP511M BOARD In'PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCREW 51ZE,SE SEE TABLE R602.9QJ; to INTERIOR GYPSUM BOARD NAIL OR F � d SCREW SIZE, E TABLE R102.95 © d � ^ CII ©© � o 6 m lu -GB Q Q Q 0 Z E 6 =F O 5/4' m 4 %) tt1 Q GB GI3 CF � Q XZ "a i- p in m L5THDHRJcn 71112-6" CS-WSP O U s CS-WSP _ ra 4 CS-WSP CS-N SP CS-W CS-WSP V-4' 3 3/4' 2'-0" 9'-0' 6'-6 I/2' '-0 9'-0' I'2 1 6'-10" a �j 24'-0. 24'-0' W Z 2nd 7-LOC R F"AN I st FLOOR CLAN W s 5GALE: 1/4"=I'-O' I 5 R A C, E T E A L L F L A N 5 SEE BRACEAAL.L APA CALCULATION5 5-I DATE: JULY 9 2020 50ALE: NOTED JOB NO. O'10920 DRAWING S - 1 Y RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development ��Zr1TG�0� City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. HKLikgTon( Project Address: Lc)Y- �d� _�_ CI:U. l��' ���UC Plat:GrFFoeDs Frsr Oro r;6jfo I Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1" Floor. _`7 j[3 2nd Floor: _ Garage: Total SF: s T T1JCLu0i1-c� A(; Describe Proposal (include cross street): / N t;l ,Vu 1� /I n ; ,I l c�rY)t= IOC ATt-0 onJ GUp5N�Ny-�on/ ST`QEcT r3 t--�cd ) F�r sT SrQ F�- Valuation s 1�A. 50�, oe (NoT �Nc�u p;hc�r�-C�rri,i Fec e M T, FEz Owner: (''a4,Tnrn !-�.�,Mi) LLL Address City: 1% State: W_ Zip Code: Phone. 25 ^. 4 ;� - Email: _t 10 r-rhV;e Ltd /nl V si4 n/� Applicant: r� Address: tom. �. b- Dy- 13D City:&I State: _ Zip Code: 7/821,.3 Phone: Email- r)nf't"h1);eL< I�C17 U4A_____CC�— Contractor: 06 c -7) Ak Address: z oX City:412Z i State://U19. Zip Code:9 S ZT'3 Phone: 4�(o Z Email: J, l)�'I i�)1ilC'tc_) Contact Person:DdAIAAS WRiO upj' l License Number: ?1D(-EC4/8S/QCExpiration: y /Z ZOZZ 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION ® e Department of Community& Economic Development N City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 •Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) l� Bath/Shower Combo (4.0) x Sink(1.5) x 27; Shower(2.0) x Lavatory(1.0) x 11; Clothes Washer(4.0) x ® Water Closet(2.5) x [ Dishwasher(1.5) x ' ( Water Heater x 41 Hose Bibb (2.5) x Water Heater Model# WFE-21 DS 01V Temigoo/7nvkbss [� Other(list) x N F}q I E A/ y�o Plumbing Section Continued �l Proposed Water Piping Size: I Proposed DWV Material: �Jjs Proposed Piping Material: Proposed DWV Size: All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION • s Department of Community& Economic Development City of Arlington - 18204 59th Ave NE-Arlington,WA 98223 - Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Amc-Al c r11,] S I RNo�rp O` Furnace(8"(CrGt) Model# 5g)(a 1�C L;D AFUE q5 Heat Pump Model# SEER HSPE AC Unit Model# SEER Type II Hood Commercial Cooking Appliance ❑ Hydronic Piping Boiler Solid-Fuel Appliance ❑ PV System 13 Fireplace Insert Outdoor BBQ ❑ Storage Tank INI Freestanding Stove Gas Piping ❑! Other Gas Piping Information Not Applicable: la Pipe Material: �''rlc�� %Ek)),\1 Pipe Size: a�-Total BTU's of all Appliances: f Distance from Meter to Furthest Appliance: /5" New gas piping requires a pressure test to hooking to any appliance Sediment traps(drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet Proper combustion air and venting required for all appliances A shut-off is required within 6 feet of all appliances Applicant Signature: Date: Print Applicants Name: I I - 6116LP Page 3 of 3 • CITY OF ARLINGTON 18204 59th Avenue NE,Arlington, WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 124 N WASHINGTON AVE NE BUILDING PERMIT Parcel#: 00455400601801 Permit#:3340 PERMIT EXPIRES 180 DAYS AFTER Scope of Work:New SFR DATE OF ISSUANCE. OWNER Valuation:272504.22 CHRIS AND HOLLI SMITH APPLICANT CONTRACTOR R Ridgeland Custom Homes,LLC PO BOX 384 Ridgeland Custom Homes ARLINGTON, WA 98223 Arlington, Box 130 PO Box 130 Arlington, WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 MECHANICAL CONTRACTOR LIC:RIDGECH851 QC EXP:04/22/2022 PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence STORIES: 2 CODE YEAR: 2015 DWELLING UNITS: CONST. TYPE: VB BUILDINGS: OCC GROUP: R3 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or an other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or y period of time when such construction is prohibited orrarestricted tby npermit state or federal law,or der,Proclamation,activity, u dd nce any advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building gu ance official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is y determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of an Ci ' ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. ty I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. ALES TAX NOTI F Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 3�7 Si Print Name Date Released By CONDITIONS ate extend d in Solid fire blocking required at truss�-.:.ks.No vents allowed when overhang plans and p r 5'setback.Attic vent n con swct on. roof above insulation.Adhere to approved plans and all redlines.Approved tans and permit shall be onsite during Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NO HE PUBLIC DOMED.THIS AIN(CURBS, VERS WORK TO BE DONE ON ATE (CURBS,SIDEWALKS,DRIVEWAYS PROPERTY ONLY. ANY CONSTRUCTION O MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMT FEES Fee Amount Date Description $1,662.00 03/01/2022 Park-Community SF $484.00 03/01/2022 Park-Mini SF $3,355.00 03/0112022 Traffic Mitigation-SF $30.00 0310112022 Fireplacellnsert/Woodstove $15.00 0310112022 Forced Air Heat $15.00 03/01/2022 Gas Piping/Units $25.00 03/01/2022 Mechanical Base $15.00 03/01/2022 Range Hood $25.00 03/01/2022 Processing(Technology $45.00 03/01/2022 Bath/Shower or Shower Only $15.00 03/01/2022 Clothes Washer $30.00 0310112022 Hose Bib/Roof Drains $60.00 03/01/2022 Lavatory $25.00 03/01/2022 Plumbing Base $60.00 03/01/2022 Plumbing Misc. $15.00 03/01/2022 SinkslToilets/UrinalslDisposal $25.00 03/01/2022 Water Heater $6.50 03/01/2022 State Surcharge-1st DU $2,948.50 03101/2022 Building Permit $1,916.53 03/01/2022 Building Plan Review ($3,355.00) 03/01/2022 Traffic Mitigation-SF $200.00 03/01/2022 Permit Extension Total Due: $7,617.53 Total Payment: $0.00 Balance Due: $7,617.53 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ARLINGTON SCHOOL DISTRICT NO. 1/6 145152 LOCAL RECEIPT DATE �A?b-2- Received from d C.uj'tt!0" f -f L- -(> For._ ze-R,i 33,4-;L ACCOUNT CODE AMOUNT r Z// 35d, 0 CASH CHECH By ✓�Jlz. MD BANK DATE AMOUNT Permit#: 3340 Permit Date: 07/29/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Ridgeland Custom Homes Applicant Name: Ridgeland Custom Homes, LLC Applicant Address: PO Box 130 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dennis Wriglesworth Phone: 425-343-4562 Email: northview1017@usa.com Scope of Work: New SFR Valuation: 272504.22 Square Feet: 2519 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 03/09/2022 Permit Expires: 08/29/2022 Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 11 Township 31 Range 05 Quarter NE 100 SINGLE 124 N WASHINGTON AVE GIFFORDS 1ST ADD TO CHRIS AND HOLLI 00455400601801 FAMILY NE ARLINGTON BLK 006 D- SMITH RESIDENCE 01 LOT 18&SLY 2FT OF LOT 19 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ridgeland Custom Dennis CONSTRUCTION Labor and Homes Wriglesworth 425-343-4562 PO Box 130 CONTRACTOR Industries RIDGECH851QC Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 01/11/2023 R20.SFR/DUPLEX Final 01/12/2023 01/12/2023 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/26/2020 RESIDENTIAL SINGLE See red-lined drawings BUILDING FAMILY 10/26/2020 RESIDENTIAL SINGLE Josh Grandlienard FAMILY Fees Fee Description Notes Amount Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Fireplace/Insert/Woodstove $30.00 Forced Air Heat fee per Btu $15.00 Gas Piping/Units Enter#of units $15.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology $25.00 Bath/Shower Combo $45.00 Clothes Washer $15.00 Hose Bib $30.00 Lavatory Toilet&Sink Only $60.00 Plumbing Base Permit Fee $25.00 Plumbing Misc. Not otherwise specified $60.00 Kitchen Sink&Disposal $15.00 Water Heater(Tank) $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Permit Table 4-1 $2,948.50 Building Plan Review Table 4-2 $1,916.53 Traffic Mitigation-SF Single Family ($3,355.00) Permit Extension $200.00 Total $7,617.53 Attached Letters Date Letter Description 03/01/2022 Building Permit 11/16/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/09/2022 Ridgeland 8014 Raelynn Jones $7,617.53 Outstanding Balance $0.00 Notes Date Note Created By: 03/09/2022 School fee receipt received Raelynn Jones 03/01/2022 Permit extension approved per KO.New expiration 8/29/22 Raelynn Jones Need school impact fee receipt prior to issuance.The fee is based on the 1/2021 Impact and 02/22/2022 Mitigation Fee schedule-uploaded.Total is$3,811.00. Raelynn Jones 10/26/2020 Lot 18 Kristin Foster 10/26/2020 Add civil review comments? Kristin Foster Uploaded Files Date File Name 03/09/2022 10916240-3340 Issued Permit.pdf 03/09/2022 10916241-ASD School Mitigation Fee Receipt.pdf 12/18/2020 7865980-Mitigation Impact DevTap Fees 12-19.pdf 10/26/2020 7591846-3340 Application.pdf