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Home My WebLink About120 N Stillaguamish Ave_BLD4214_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 120 N STILLAGUAMISH AVE Permit#: 4214 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00455400501600 DATE OF ISSUANCE. Scope of Work: Construction of new SFR Valuation:403779.00 OWNER APPLICANT CONTRACTOR 116 STILLY LLC Stilly 3 LLC Acme Homes 903 200TH ST NE 10211 180th St SE 10211 180th St SE ARLINGTON,WA 98223 Snohomish,WA 98296 Snohomish,WA 98296 425-361-5914/425-361-5914 425-361-5914 LTC:ACMEHHL859RC EXP: 12/03/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2018 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R-3 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. IBC 110/IRCI10. 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. Signat a Print Name Date Released By to CONDITIONS r- 0 o rn wry r— W :r 4g -4 m Lo cn -Pu Permit#: 4214 Permit Date: 10/26/21 Permit Type: Project Name: Stilly 3 Lot 17 Company/Applicant Name: Stilly 3 LLC 4 , VM h`Ck M e.� Company/Applicant Address: 10211 180th St SE City, State, Zip: Snohomish, WA 98296 � Contact: Robert Cumming/Kristi Kyle Phone: 425-361-5914/425-361-5914 Email: acmekristi@gmail.com Permit Type: Single Family Residence Valuation: 403779.00 Square Feet: 2535 Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: Construction of new SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: 03/07/2022 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 116 STILLAGUAMISH WILLETT 100 SINGLE 00455400501600 AVE MARIDEE FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Acme Homes Kristi Kyle 425-361-5914 10211 180th St SE CONTRACTOR L&I ACMEHHL859RC Plan Reviews Date Review Type Description Assigned To Review Status 10/26/2021 Residential Dwelling BUILDING In Review 10/26/2021 Residential Dwelling PLANNING In Review ,tam RESIDENTIAL PERMIT APPLICATION ° Department of Community & Economic Development 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 BYTWO(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:_XXX Stillaguamish Ave,Arlington WA L0+ Plat: Giffords 1st Addition to Arlington _ _ ekeJVCA1,0n to Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1"Floor. 1107 SF 2na Floor: 1058 SF Garage:370 SF Total SF: 2535 SF Describe Proposal (include cross street): Construction of a single family residence located on Stillaguamish Ave. The underlying address is 116 Stillaguamish Ave. 'There is 3 legal parcels are under that address. New addresses will be necessary. Valuation: yDa 1-I 1� .® O.. Owner: Stilly 3 LLC Address:10211 180th St SE City_ Snohomish State:WA Zip Code: 98296 Phone: 425.361.5914 Email: acmekristi@gmaii.com Applicant: Acme Homes LLC /Attn Robert B Cumming Address: 10211 180th St SE _ City: Snohomish State: WA Zip Code: 98296 Phone: 425.361.5914 Email: Acmekristi@gmail.com Contractor: Acme Homes LLC Address: 10211 180th St SE City:Snohomish State: WA Zip Code: 98296 Phone: 425.361.5914 _ Email: acmekristi@gmail.com Kristi Kyle ACMEHHL859RC 12/03/2021 Contact Person: y _ License Number:— Expiration: Rec:P veal SEP U 8 .20ZI 6;16LP A uWgge 1 1.� of 3 01OY �06 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development rN�ti 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) KITCHEN ❑ Bath/Shower Combo (4.0) x 2 ❑ Sink (1.5) x 1 ❑ Shower (2.0) x I ❑ Lavatory (1.0) x 5 ❑ Clothes Washer (4.0) x 1 ❑ Water Closet (2.5) x 4 ❑ Dishwasher (1.5) x I ❑ Water Heater x I ❑ Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: .inch Proposed DWV Material: PtW5_ �1 1� Proposed Piping Material: QGY _ Proposed DWV Size: LA • 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) 6/16LP 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 LNG Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model# AFUE Heat Pump Model# M XZ-jeDy Nf)P \2.a-SEER _/ 0.O riSrE� 10.0 ❑ AC Unit Model# ^ SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler Ll Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBC ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ to F�r4 %Ct. Q, Pipe Material: Pipe Size: l Total BTU's of all Appliances: 40;l0Q 1 _ +/-Distance from Meter to Furthest Appliance: 60 feet_ • 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: B Cumming Print Applicants Name: Robert 6/16LP Page 3 of 3 NASH &ASSOCIATES ARCHITECTS PLAN 2165 BEAM, LATERAL and SEISMIC CALCULATIONS � 1.28'fl \\/ REfa19TERm ARGHIT6GT MIGH YhE JOHM30 STATE OF N!/�9HIN6TON Copy E 2018 IBC JULY 2021 c. 8003 118th Ave. NE. Kirkland. WA 98033 (425) 828-4117 SFP � g 2U'l1 WWW.NASH—ARCHITECTS.COM NASH & ASSOCIATES ARCHITECTS BEAM CALCULATIONS 2018 IBC 8003 118th Ave. NE. Kirkland. WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM CLIENT: 1I NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: II ARCHITECTS DATE: NAME: Roof Loads: LL 25#/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50#/sf Deck Loads: LL 60#/sf DL 10 #/sf Total 70#/sf Soil• 1500 PSF Min. Concrete: Per IBC 2018 Masonry. Per IBC 2018 Steel: Per IBC 2018 Wood: Per IBC 2018 Nailing: Per IBC 2018 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF*KI) E = 1,800,000 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WNW.NASH—ARCHITECTS.COM FF- PLAN 2615 BearnChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 LOFT R B-1 Date:7/13/21 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=2.5 inz R2=2.5 in' (1.5)DL Defl= 0.05 in Data Beam Span 6.0 ft Reaction 1 LL 975# Reaction 2 LL 975# Beam Wt per ft 6.17# Reaction 1 TL 1578# Reaction 2 TL 1578# Bm Wt Included 37# Maximum V 1578# Max Moment 2368'# Max V(Reduced) 1261 # TL Max Defl L/240 TL Actual Defl L/702 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear On') TL Defl(in) LL Defl Actual 30.66 25.38 0.10 0.05 Critical 24.28 10.51 0.30 0.20 Status OK OK OK OK Ratio 79% 41% 34% 27% Fb(psi) Fv(psi) E(psi x mil Fcl(psi) Values Reference Values 900 180 1.6 625 Adiusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A i 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:325 Uniform TL: 520 =A Uniform Load A 0 R1 =1578 R2=1578 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 CVRD.PORCH PB-1 Date:7/13/21 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=1.4 inZ R2=1.4 in' (1.5) DL Defl= 0.11 in Data Beam Span 12.0 ft Reaction 1 LL 528# Reaction 2 LL 528# Beam Wt per ft 7.87# Reaction 1 TL 887# Reaction 2 TL 867# Bm Wt Included 94# Maximum V 887# Max Moment 2662`# Max V(Reduced) 773# TL Max Defl L/240 TLActual Defl L/642 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 49.91 32.38 0.22 0.11 Critical 29.57 6.44 0.60 0.40 Status OK OK OK OK Ratio 59% 20% 37% 28% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Value 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:88 Uniform TL: 140 =A Uniform Load A 0 R1 =887 R2=887 SPAN=12FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 MASTER BATH B-1 Date:7/13/21 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=2.4 in2 R2=2.4 in (1.5) DL Defl= <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200# Beam Wt per ft 7.87# Reaction 1 TL 1520# Reaction 2 TL 1520# Bm Wt Included 39# Maximum V 1520# Max Moment 1900 W Max V(Reduced) 1051 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Defl (in) LL Defl Actual 49.91 32.38 0.03 0.02 Critical 21.11 8.76 0.25 0.17 Status OK OK OK OK Ratio 42% 27% 10% 11% Fb si Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Ad'usted 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:480 Uniform TL: 600 =A Uniform Load A R1 = 1520 R2=1520 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 GARAGE B-2 Date:7/13/21 Selection (2)2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.9 in R2=1.9 in (1.5)DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 960# Reaction 2 LL 960# Beam Wt per ft 8.2# Reaction 1 TL 1216# Reaction 2 TL 1216# Bm Wt Included 33# Maximum V 1216# Max Moment 1216'# Max V(Reduced) 646# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section in' Shear in TL Defl in) LL Defl Actual 63.28 33.75 0.01 <0.01 Critical 16.22 5.39 0.20 0.13 Status OK OK OK OK Ratio I 26% 16% 3% 4% Fb psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adiusted Values 900 180 1.6 625 Adiustments CF Size Factor 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:480 Uniform TL: 600 =A Uniform Load A 0 R1 =1216 R2=1216 SPAN=4 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 GARAGE B-3 Date:7/13/21 Selection 5-118x 12 GLB 241744 DF/DF Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.5 inZ R2=0.8 in' (1.5)DL Defl= 0.09 in Recom Camber=0.14 in Data Beam Span 18.0 ft Reaction 1 LL 640# Reaction 2 LL 320# Beam Wt per ft 14.94# Reaction 1 TL 945# Reaction 2 TL 540# Bm Wt Included 269# Maximum V 945# Max Moment 5457'# Max V(Reduced) 930# TL Max Defl L/240 TLActual Defl L/952 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section (in') Shear(in 2) TL Defl(in) LL Defl Actual 123.00 61.50 0.23 0.13 Critical 27.29 5.81 0.90 0.60 Status OK OK OK OK Ratio 22% 9% 25% 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 Point LL Point TL Distance 960 B=1216 6.0 Pt loads: 0 R7 =945 R2=540 SPAN=18 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 GREAT RM./KITCHEN/DINING B-4 Date:7/13/21 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=6.5 in2 R2=6.5 in (1.5) DL Defl= 0.12 in Recom Camber--0.18 in Data Beam Span 13.75 ft Reaction 1 LL 3300# Reaction 2 LL 3300# Beam Wt per ft 14.94# Reaction 1 TL 4228# Reaction 2 TL 4228# Bm Wt Included 205# Maximum V 4228# Max Moment 14533 # Max V(Reduced) 3513# TL Max Defl L/240 TL Actual Defl L/400 LL Max Defl L/360 LL Actual Defl L/569 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 123.00 61.50 0.41 0.29 Critical 72.66 22.58 0.69 0.46 Status OK OK OK OK Ratio 59% 37% 60% 63% Fb(psi) Fv(psi) E(psi x mil) Fc 1 (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:480 Uniform TL: 600 =A Uniform Load A R1 =4228 R2=4228 SPAN= 13.75 FT Uniform and partial uniform loads are Ibs per lineal ft. NASH & ASSOCIATES ARCHITECTS LATERAL & SEISMIC CALCULATIONS 2018 IBC 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCEMTCTS.COM CLIENT. rRj=NAg H&ASSOCIATES WIND AND SEISMIC DESIGN DATA PROJECT: C H I"1'E C T S PER 2018 IBC DATE- NAME: WIND DESIGN CRITERIA DESIGN PER ASGE 7-16 1. NOMINAL/ULTIMATE WIND SPEED V/asd /Vult 85/110 mph 2. R15K CATEGORY II 1.00 3. WIND EXPOSURE CATEGORY "B" 4. INTERNAL PRESSURE COEFFICIENT +/-55 5. COMPONENTS AND CLADDING DE516N PRESSURE +/- 16 psf BUILDINGS, STRUGTURE5,AND PARTS THEREOF SHALL BE DESIGNED AND CONSTRICTED IN ACCORDANCE WITH STRENGTH DESIGN,LOAD, AND RESISTANCE FAGTOR DESIGN,ALLOWABLE 5TRE55 DESIGN,EMPIRICAL DESIGN OR CONVENTIONAL CONSTRUCTION METHODS,A5 PERMITTED BY THE APPLICABLE MATERIAL CHAPTER,SECTION 1604.1 BUILDINGS, STRUCTURES, AND PARTS THEREOF,SHALL BE DESIGNED TO WITHSTAND WIND LOADS AS DEFINED IN SECTION 16061 AND ASGE 7-16 HIND DESIGN PER PART 2 "ENGL05ED SIMPLE DIAPHRAGM BUILDIN695 PER ASGE 7-16, SECTION 27.4 (BUILDING HEIGHT 15 LESS THAN 160 FEET)- 51MPLIFIED METHOD 110 MPH ULTIMATE WIND SPEED USE 19.6 PSF PER TABLE 275.1 "EXPOSURE B"- 110 MPH (L/B- .05/1= 14b ph- PAGE 288) WOOD DESIGN PER SECTIONS 2504-2306. 5TPJZTURE-5 USING WOOD SHEAR WALLS AND DIAPHRAGMS TO RESIST WIND, SEISMIC, AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF t PA 5DPW5 AND PROVISIONS OF SECTIONS 2305-2506 SE I5M I G DESIGN DATA DESIGN PER A56E 7-16/CHAPTER II I. SEI5MIC IMPORTANCE FACTOR Is 1.00 2. SHORT PERIOD ACCELERATION Ss 15 •see footnote at bottom of page (0=1.0) 3. 1 SECOND ACCELERATION SI 0.748 "see footnote at bottom of page 4. SITE GLA55 D (default class per IBG and section 11.4.3) 5. SPECTRAL RESPONSE COEFFICIENT So, OA-12 "'see footnote at bottom of page 6. SPECTRAL RESPONSE COEFFICIENT Six 0.74& "see footnote at bottom of page 7. SEISMIC DESIGN GATEGORY D (per table 11.6-1 AND table 11.6-2) 8. SEISMIC FORGE RESISTING SYSTEM PLYWOOD SHEAR WALLS a. DESIGN BASE SHEAR (see seismic calculations) 10. SEISMIC RESPONSE COEFFICIENT Gy 0.15 11. RESPONSE MODIFICATION FACTOR R 6.5 12. ANALY515 PROCEDURE EGIUIVALENT LATERAL FORGE 15. RISK CATEGORY 11 (table 15-1) THE ANCHORAGE OF WALLS SUPPORTING CONSTRUCTION SHALL BE BE DESIGNED IN AG(ORDANGE WITH A5GE 7-16,SECTION 12.14 IN 5TRUCTURE5 A5516NED TO SEISMIC DESIGN CATEGORY C-F,COLLECTOR ELEMENTS AND THEIR CONNECTIONS TO VERTICAL E_EMENT5 SHALL BE DESIGNED TO RESIST MAXIMUM E FECT5 AS SPECIFIED IN A5GE 7-16, SECTION 12.14 BASE SHEAR V= (F S.,/W W ANCHOR BOLT5i 5/8" DIA X 10", A507 OR BETTER W/7" MIN. EMBEDMENT.V= 1104#/DOLT " PER U565,THE MAXIMUMS,IN THE STATE OF WASHINGTON 15 0.7748. ALL SEI5MIC DESIGN VALUES USED IN THIS ANALY515 ARE BASED UPON THI5 NIMBM 5114CE 5115 LESS THAN 0.75,THEN USE SEISMIC GATEGORY D IF R15K CATEGORY 15 I, 11,OR III 8003 118th Ave. NE. Kirkland, IPA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM A B ub Iq.b sF +� a FED-] a a a a a a _ a FRONT LL�V�.TION I . � . El I � I cu I � II I !1 11J 9 � El 11 I � - I I � I I LL �. I I I o � z d I: - A B v � ?. ur 1 I I I 1 I I I ,2V I I I 1 !. I��iosa• I I ►sAro L--------------------J 0 ti ? I I I x a.. aT 11 1 1 1 1 1 1 1 1 1 1 1 1 1 I t l l l l l tL F A,1JM s' T � � a•` a1311D9 rY n .KA7ft 01]--- 11 II II 11 11 11 \/ /\ a•` I 1 $� II II II II II II II IM >r r HOLDDOAM SCA4EDULE MARK HOLDOWW FASTENERS WOOD MEMBER AN614 R MAIN FLOOR SCRAP THIGKNE55/SPEGIES RELdUIREp T-1 5THD14/14 RJ 24-16d SINKER- (�2x4/2x6 sivos HP/SPF T-2 MST45 (94)-16d (2)�4_ ST1D5 T-3 MSTA36 (26)-IOd (�J 2X4/2Xb 5n1D5 Tom} NISTG45159 (3B)-l0d HF/SPF� 'vv T-5 HDUB-SDS2.9 (20)5�5 1/4" 4x6 POST -J/B'AIVGHOI� X 2-I/2" BOLT A B r � cv m �I it I I � I I n I I II II JLY H. ® O C r iL Iil r 0 1�1 III 1 I I F 1 1 II II -�- 11 11 I I 11 t II II F101._DDONQJ��IiEDUI� MARK HOLDo~ FASTENERS WOOD MEMBER ANCHOR UPPER FLOOR 5TRAP IGKNE55/SPEGIES. REC+NIm 7-1 STHDI4/14 RJ 24-16d SINKER frH2)—4/2X6 STUDS T-2 MST45 (9q)_I6d (2) F4/2x6 STUDS 7-5 MSTABC, (26)-IOd (2)2x4- &Siu03 HF/SPF T-4 MSTC-46B9 (96)-IOd rT/rSPr T-5 HOOD-SC52.5 (20)5D5 1/4" --OS T/D,.ANCHOR X 2-1/2' HF/SPF BOLT CLIENT~ NASH&ASSOCUM LATERAL DESIGN DATA PROJECT,. II ARCHITECTS DATE: NAME: 1 SHEAR UNIT SHEAR LINE LEVEL TOTAL SHEAR FORCE(#) WALL SHEAR WALL LENGTH(ft) (#/ft) TYPE W H P Abv. A 2 12-5 x 6.5 x 19.6 + 0 = 1592.5 27 59 - 1 12.5 x 9.5 x 19.6 + 1592.5 = 3920 24 1633 P 1-6" B 2 12.5 x 6.5 x 19.6 + 0 = 1592.5 36.5 43:6 - 1 12.5 x 9.5 x 19.6 + 1592.5 = 3920 53 74 1 1 12 x 9.5 x 19.6 + 0 = 2234.4 5.5 406.3 PI-Y 2 2 11 x 6.5 x 19.6 + 0 = 1401,4: 19.5 71.9 1 17 x 9.5 x 19.6 + 1401.4 = 4566.8,, 18 253.7 P 14' 3 2 24.5 x 6.5 x 19:6 + 0 = 3121:3 22.5 138.7 - 1 22 x 9.5 x 19;6 + 3121.3 = 721 T 7` 16.5 437.4 P 14' 4 2 13 x 6.5 x 19:6 + 0 = 1656.2 6 276 P140 1 13 x 9.5 x 19:6 + 1656.2 = 407&8: 6 679.5 P2=4" 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHTTECTS.COM 5HEAR JSALL. SGHMi7UL E PER 2018 18G GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS GLO5E AS P0551BLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANG-�IOR BOLTS, WA5HER5, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANNIZED. PI = ONE 51DE PLYWOOD P2 = TWO 51DE5 PLYWOOD "1/16" NAIL SPACING OP BTM.LI , ORS BLKG. SILL OPTIONAL BASE HEM FIR# MARK PLATE SIMPSON MA5AP PLATE VALUE PLYWD. EDGES FIELD PLATESail 0�. NGHOR BOLT,, ANCHORS NAILING (#/LEI PI-6" 8d 6" 12" b" .G. 2x4 5/8"0 48' ® 45" 6 ENDS (2) Ibd® 10" 240 PI-4" 8d 4" 12' 4" O.G. 2x4 5/8"® 52" ® 30" it ENDS (2) Ibd 0 7" 344 PI-3" ** 8d 3" 12" 3" 14" O.G. (2) 2x4/6 5/8"0 24" ® 24" it ENDS (2) Ibd 0 5" 450 PI-2" ** 8d 2" 12" 2" 12" O.G. (2) 2x4/6 5/4"0 24" 0 18" 4 ENDS (2) 16d 0 5" 585 P2-b" ** 8d 6" 12" b" 10" O.G. (2) 2x4/6 5/8"® 24" WA (2) Ibd 0 5" 480 P2-4" ** ad 4" 12- 4" 8" O.G. (2) 2x4/6 3/4"® 20" WA (3) Ibd®5" 700 P2-3" ** 8d 3" 12' 3" 8' O.G. (2) 2x4/6 3/4"® I6" WA (4) Ibd®5" 40O P2-211 8d 1 2 12 2' all O.G. (2) 2x4/6 3/4 ® 12"- 2 WA N Ibd®4 11-70 "*NOTE: WAL.L5 WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS * PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS OR(2) 2X MEMBERS PER IBG 2015 AND 5DPW5-2015 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC,CHAPTER 4.3.1.1 #4 EXPEGTION;(2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH Ibd NAILS ® 12" O.G. STAGERRED ON THE STUD FACE I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. 50LID BLOCK WITH .JOIST UNDER INTERIOR SHEAR WALL5. SHEAR WALL NOTES 7/I6" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMEN51ONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL 0 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES,USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, U5E 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 51DE5 OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" D.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNL E-55 OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - -1015T PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALL5 SHALL BE OR055 13LOGKED AT 48" O.G. ® EDGES W/(4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING -1/I6" 05D OR PLYWOOD 51-EATHIN6 - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR#2 STUDS 21116 GA. STAPLES ® 15 GA. STAPLES ® 14 GA. STAPLES 3" O.G. -250 #/ft. 4" O.G. - 280#/ft. 4' O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 340#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS 4 STAPLES. HOLDOWNS - INSTALL 51MP50N HOLDOWNS OR USP HOLDOWN5 AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWIN65. PER PLAN,SIMP50N STHD14 OR U5P STAP14 SIMP50N MST36 OR U5P M5TI36 51MP50N MST48 OR U5P KST248 51MP50N HDUS OR U5P TDXIO (Tg' ANCHOR BOLT MIN. 51MP50N MSTC4883 OR USP M5TGB4135 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(b)) CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT. ARCHITECTS DATE: NAME- 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. Caret / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4' T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/it 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-21 Insulation - 2.10 /ft Use 8.00#/ft 1/2" GWB - 2.00 /ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM CLIENT: LNAM�H&ASSOCATES SEISMIC ANALYSIS PROJECTCHITECTS DATE: NAME: 2 2nd Level: Roof. Asphalt/Cedar Shake 10 x 1058 SF = 10580 Tile 18 x SF = 0 L 1/2(h) Exterior Walls: 140 x 10#/SF x, 4.04 = 5656 (E2) Interior Walls: 85 x 8#/SF x 4.04 = 2747.2 (12) Total: = 18983.2 or % k 1 st Leiel: Roof. Asphalt/Cedar Shake 10 #/ft x 419 SF = 41.90 2nd Floor. 18 #/ft-'x 1058 SF = 19044 L 1/2(h) (E2) Exterior Walls: 175 x 10#/SF'x, 4.5 + 5656 = 13531 (E1) (12) Interior Walls: 65 x 8#/SF x 4,5 + 2747.2 =_5087;2 (11) Total: = 41`852 2 or 414 k 8003 116th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM CLIENT: IVASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS DATE- NAME- 3 Wdl Cs V LEVEL 2: 19 x 0.13 =1 2.5 LEVEL 1: 41.9 x 0.13 = 5.4 TOTAL: 60.9 x 0.13 = 7.9 SHEAR @ STORY LEVEL DEAD LOAD HIGHT(h) MOMENT Fx=[(Wdl)(h)]V/ REMARKS (Wdl) (Wdl)(h) [(Wdl)(h)] ALPHA NUMERIC 2 19 18 342 48% 3.7.9 1 41.9 9 377.1 529/o 4.11 TOTAL 60:9 719.1 100% 7:9 8003 118th Ave. NE. IGrkland. WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: II ARCHITECTS DATE: NAME: 4 LINE LINE WALL Vmax WIND WALL OVER SHEAR LEVEL LINE SHEAR TOTAL P> 1 SEISMIC(31ft) TURNING SHEAR ABOVE LENGTH V 14 SHEAR HIGHT FORCE WALL 2 A 1.9 0 1.9 27 70 50 59 8.08 476.72 - B 1.9 0 1.9 36.5 521 37 43.6 8.08 352.288 2 1.3 0 1.3 19.5 67 48 71.9 8.08 580.952 3 1.3 0 1.3 22.5 58 41 138.7 8:08 1120:696 - 4 1.3 0 1.3 6 217I 155 276 808 2230.08 P14" LINE Vmax OVER LINE WALL WIND WALL SHEAR LEVEL LINE SHEAR TOTAL P> 1 SEISMIC(31ft) TURNING + SHEAR ABOVE 1 LENGTH V/1.4 SHEAR HIGHT FORCE WALL 1 A 2.1 1.9 4 24 167 119 163.3 9 1469.7 P1-6" B 2.1 1.9 4 53 75 54 74 9 666 - 1 1 1.3 2.3 5.5 418 299 406.3 9 3656.7 P1-3" 2 1 1.3 2.3 18 128 91 253.7 9 2283.3 P1-4" 8003 118th Ave. NE. Kirkland, WA 98033 (425) 826-4117 W".NASH-ARCHITECTS.C0M CLIENT II NOSH&ASS00AIM SEISMIC ANALYSIS PROJECT. II ARCHITECTS DATE. NAME' 5 Redundancy Factor (p): 1. MAXIMUM ALLOWABLE WALL SHEAR FOR P<=1 VUMAX = (2)(VACCSTORY)/AB'A 2( 7.9 ) 15.8 Vumax = = 38.4 = 0.4 1477 2. MAXWJM ACTUAL SHEAR VUMAX = LARGEST SEISMIC WALL SHEAR 0.4 > 0.357 3. P = 2—[2(VACCSTORY)/(VUMAX)(ABkm) ( 0.4 38.4 ) 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New.&Additions(effective February 1,2021) These requirements apply to all IRC building types,including detached one-and two-family dwellings and multiple single-family dwellings(townhouses). Project Information Contact Information i Plan 2165 1 Mike Johnson @ Nash&Asso Architects Imichael@Nash-Architects.com Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1-Insulation and Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3-Energy Credits. Authorized Representative I Date 07/14/2021 _ All Climate Zones(Table 11402.1.1 R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 I Glazed Fenestration SHGC b,e n/a n/a Ceilinga 491 0.026 Wood Frame Wall g-h 21 int 0.056 Floor 30 0.029 Below Grade Wall`•h 10/15/21 int+TB 0.042 Slab d f R-Value&Depth 10,2 ft n/a R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. 10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall."10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 ifthe full insulation depth e extends over the top plate of the exterior wall. - R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter ' f !slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used,it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400,log walls shall meet the requirements for g climate zone 5 of ICC 400. Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h !framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 0 jl FFICE COPY V RecerV'-1 ,, Prescriptive Path—Single Family 2018 Washington State Energy Code-R SEP 08 2021 1 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family-New&Additions(effective February 1,2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits)and Table 406.3 (energy credits)to achieve the following minimum number of credits.To claim this credit,the building permit drawings shall specify the option selected and the maximum tested building air leakage,and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit:3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit:6 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table,review the details in Table 406.3(Single Family),on page 4. Summary of Table R406.2 Heating l Credits-select ONE Options Fuel Normalization Descriptions I heating option User Notes 1 Combustion heating minimum NAECAb 0.0 1 ❑ 2 Heat pump` 1.0 El I Electric Heat Pump 3 I Electric resistance heat only-furnace or zonal -1.0 ❑ 4 I DHP with zonal electric resistance per option 3.4 ! 0.5 ❑ 5 All other heating systems -1.0 I ❑ Energy Credits-select ONE Options Energy Credit Option Descriptions energy option from each P category 1.1 0.5 i ❑ 1.2 1 Efficient Building Envelope 1.0 i ❑ 1.3 Efficient Building Envelope 0.5 0 1.4 Efficient Building Envelope 1.0 i ❑ 1.5 1 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 1 Air Leakage Control and Efficient Ventilation 0.5 ED 2.2 Air Leakage Control and Efficient Ventilation 1.0 I ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 1 Air Leakage Control and Efficient Ventilation 2.0 1 ❑ 3.1- High Efficiency HVAC 1.0 ❑ 3.2 High EfficiencyHVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ (�3.6' High Efficiency HVAC 2.0 0 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Summary of Table R406.2(cont.) Energy Credits-select ONE Energy Credit Option Descriptions(cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 1 Efficient Water Heating 0.5 ❑ 5.3 j Efficient Water Heating 1.0 ❑ 5.4 'Efficient Water Heating _ 1.5 ❑ 5.5 Efficient Water Heating 2.0 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy(3 credits max) 1.0 7.1 Appliance Package __ 0.5 Total Credits 6-0 CLEAR FORM a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)or C403.3.2(5) c. Equipment listed in Table C403.3.2(1)or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually,up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Please print only pages 1 through 3 of this Worksheet for submission to your building official. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3 Window, Skylight and Door Schedule Project Information Contact Information Plan 2165 Mike Johnson @ Nash &Asso Architects (425) 242-7490 michael@Nash-Architects.com Width Height Ref. U-factor Qt. Feet Inch_ Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) E=-] 0.01 0.00 Exempt Glazed Fenestration (15 sq.ft. max.) 1--H 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Dining/GR Single Hung 0.28 4 3 ° 6 ° 72.0 20.16 Foyer Entry Door 0.28 1 3 ° 8 ° 24.0 6.72 Garage Door 0.20 1 2 a 6 17.8 3.56 GR Picture 0.28 2 2 ° 4 ° 16.0 4.48 Kitchen Single Hung 0.28 1 3 ° 4 s 13.5 3.78 Master Single Hung 10.28 2 3 ° 5 ° 30.0 8.40 Powder Single Hung 10.28 3 2 ° 4 ° 24.0 6.72 Mudroom Entry Door 0.28 1 3 ° 6 e 20.0 5.60 Stair Single Hung 0.28 2 3 ° 5 ° 30.0 8.40 BDRM Picture 0.28 6 12 ° 2 101 24.0 6.72 Loft/BDRM Single Hung 0.28 7 3 ° 5 ° 105.0 29.40 Bath Single Hung 10.28 1 2 ° 3 ° 6.0 1.68 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.0I 0.00 0.0 0.00 0.0I 0.00 0.01 0.00 Sum of Vertical Fenestration Area and UA 382.3 105.62 Vertical Fenestration Area Weighted U=UA/Area 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet inch Area UA 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 382.31 105.62 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This tool will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete 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 contact the WSU Energy Program at energycode@energy.wsu.edu or(360)956-2042 for assistance. Project Information Contact Information Plan 2165 Mike Johnson @ Nash&Asse Architects (425)242-7490 Heating System Type: O All adw Systems I*Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions" Design Temperature Instructions - Design Temperature Difference(AT) 47 MarysNlle nT=Indoor(70 degrees)-Outdoor Design Temp � J Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq It) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 3.5 18,403 Glazing and Doors U-Factor X Area = UA Instructions 0.280 382 107.04 Skylights U-Factor X Area = UA Instructions 0.50 - Insulation Attic _ _ U-Factor X Area = UA Instructions R�9 0.026 1,062 27.61 Single Rafter or Joist Vaulted Ceilings _ U-Factor X Area UA Instructions Select R-Value No selection Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions _ J-21 Intermediate 0.056 2.274 127.34 R Floors U-Factor X Area UA Instructions ' R-38 0.025 1,487 37.18 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions 0.028 No Below Grade Walls in this project � Slab Below Grade(see Figure1) F-Factor X Length UA Instructions - r 0.303 - Na Slab Below Grade in this ''�;c,! Slab on Grade(seeFioure n F-Factor X Length UA Instructions No Slab on Grade in this r n-icr+ � Location of Ducts Instructions _. — - — Duct Leakage Coefficient Conditioned Spaca 1.00 Sum of UA 299.18 Envelope Heat Load 14,061 Btu/Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 9,341 Btu/Hour Volume x a 6 x AT x 0.018 Building Design Heat Load 23,402 Btu/Hour Air leakage+envelope heat loss Building and Duct Heat Load 23,402 Btu/Hour Ducts in unconditioned space.sum of building heat loss x 1.10 Ducts in conditioned space.sum of building heat loss x 1 Maximum Heat Equipment Output 29,253 Btu/Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07/01/13) M SUBDIVISION Guarantee/Certificate Number: Issued By: CHICAGO TITLE INSURANCE COMPANY 500128086 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES TBD and TBD herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Insurance Company By: Chicago Title Company of Washington 3002 Colby Ave., Suite 200 Everett,WA 98201 Randy Quirk, President Countersigned By: ��a'" '"� Attest: � r 7 •.:.Brent Aune Marjorie Nemzura, Secretary Authorized Officer or Agent FICE COPY Receivedl SEP 0 8 2021 Subdivision Guarantee/Certificate Printed: 10.22.21 @ 02:56 PM Page 1 WA-CT-FNRV-02150.624691-SPS-1-21-500128086 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128086 ISSUING OFFICE: Title Officer: Builder Unit Chicago Title Company of Washington 3002 Colby Ave., Suite 200 Everett,WA 98201 Fax: (866)827-8844 Main Phone: (425)259-8223 Email: evebuilder@ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $34.30 Effective Date: October 8, 2021 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Robert Cumming, as his separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Cerlfiicate Printed: 10.22.21;e%02::,6 P%1 Page 2 WA-CT-FNRV-02150.624691-SPS-1-21-500128086 EXHIBIT "A" Legal Description For APNIParcel ID Us). 004554-005-016-00 IOP LOT 17, BLOCK 5, GIFFORD'S FIRST ADDITION TO ARLINGTON,ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 66, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON, Subdivision Guarantee/Certificate Printed: 10.22.21 @ 02:56 PM Page 3 WA-CT-FNRV-02150.624691-SPS-1-21-500128086 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128086 SCHEDULE B GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights-of-way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien,for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer,water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. Subdivision Guarantee/Certificate Printed: 10.22.21 @ 02:56 P%1 Page 4 WA-CT-FNRV-02150.624691-SPS-1-21-500128086 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128086 SCHEDULE B (continued) SPECIAL EXCEPTIONS 1. No search has been made as to property taxes and assessments. Property taxes and assessments will be searched upon request. 2. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation,familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on the Plat of Gifford's First Addition to Arlington: Recording No: 189008215001 3. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation,familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on Survey: Recording No: 201503245002 4. A deed of trust to secure an indebtedness in the amount shown below, Amount: $1,627,533.00 Trustor/Grantor: Stilly 3, LLC, a Washington Limited Liability Company Trustee: Reconveyance Professionals Beneficiary: Homestreet Bank Recording Date: September 9, 2021 Recording No.: 202109090911 Affects: includes other property 5. The Company's liability for this report is limited to$1,000.00. This report is based on the company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of the parties in possession or by an accurate survey or inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of, or opinion as to the sufficiency or effect of the matter shown, or an opinion as to the marketability of title to the subject premises. END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 10.22.21 @ 02:57 PM Page 5 WA-CT-FNRV-02150.624691-SPS-1-21-500128086 3�-0 o (1) m U d O N N � I I U) U) tnn m H C� I` 00 O M N -'and ysiwenfie//!;S- c'n o; Q r N � Q o o � ~ o �� o M toS,8L"L£Qa� IM ---- rn cc -- �. 3 c`a c o L O I" W d � � � o toli ; om Z _ N COo2f ev J V 11- ------ M h I m 0 0 0 0 LA N �zy -------- -----q�--i 2 Q.' U U O a0 CO I � i L ; � Q O z N LO t t a O t ; p N 4.0 > f t fn N Q N t M I Q m i .� ; N V a 7 N � C6 cox (a 4� N J p (_ Ja0 � ON mN ApL � o ft. Q coZ +. •� Q uj m 00 z Z O a rn (D OMi iM CL-0 N (61 1�6 Q m W O a) 2 CO � `r�n W t ; Im N m a m CL V Z N - N N cc 00 _ a X a 00 LO !� J o c m N a) E COL ( U I o C0 Q fq N to Q s � 00 N -0 O In m N a3 Q (a O m O c O :- c r >, U U U) M„�Z.L£oGOS.BL"L£ 0 M 3 V cm J W io u� c p ' J 0) c o Q n L rn w b 3 0 ° a ov' 4 c (A E 0) to 4- 0 ca O CO) 0 Lp U-) (� 7 ca -a N a) = 00 O N N N :p = V-- oink a < ch :3 Q � � co 0 e e o • • NO N Q � � MIN. 4" PERFORATED PIPE ROOF DRAIN INFILTRATION TRENCH -------- ------ I I I\ YARD DRAIN ------------------------------- —' TURNED DOWN ELBOW PLAN VIEW SOLID PIPE OR "T" SECTION ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN T 4 TEE — —o.00% 1 MIN PLUG WITH 1/2" 2' MIN WASHED ROCK CENTERED HOLE 1' MIN 3/4"-1 1/2" 1' MIN --------_ YARD DRAIN OR CB -- ---'---- FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 100' 10' MIN A �— HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF ' 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2 WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. GltY O� APPROVED BY L.OUVE DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE 07/31/2008 STANDARD DETAIL NUMBER REF STAN SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 TRENCH �<IN G't0 7", RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development 41 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. Project Address: XXX Stillaguamish Ave,Arlington WA Lo f M Plat: Giffords 1st Addition to Arlington to Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: V Floor: 1107 SF 2"d Floor: 1058 SF Garage:370 SF Total SF: 2535 SF Describe Proposal (include cross street): Construction of a single family residence located on Stillaguamish Ave. The underlying address is 116 Stillaguamish Ave. There is 3 legal parcels are under that address. New addresses will be necessary. Valuation: Ll os 11 R Owner: Stilly 3 LLC Address:10211 180th St SE City: Snohomish State:WA Zip Code: 98296 Phone: 425.361.5914 Email: acmekristi@gmail.com Applicant: _Acme Homes LLC /Attn Robert B Cumming Address: 10211 180th St SE City: Snohomish State: WA Zip Code: 98296 Phone: 425.361.5914 Email: Acmekristi@gmail.com Contractor: Acme Homes LLC Address: 10211 180th St SE City:Snohomish State: WA Zip Code: 98296 Phone: 425.361.5914 Email: acmekristi@gmail.com Ky le le ACMEHHL859RC 12/03/2021 Contact Person: Y License Number: _ Expiration: Rece:,ve SEP U 8 20Z9 6/16LP j LA 1 of 3 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) KITCHEN ❑ Bath/Shower Combo (4.0) x 2 ❑ Sink (1.5) x I ❑ Shower (2.0) x 1 ❑ Lavatory (1.0) x 5 Clothes Washer (4.0) x 1 ❑ Water Closet (2.5) x 4 ❑ Dishwasher (1.5) x I ❑ Water Heater x I ❑ Hose Bibb (2.5) x 2 Water Heater Model # I� Other (list) x Plumbing Section Continued Proposed Water Piping Size: _ ��inch Proposed DWV Material: pt&5 Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 50psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 A. RESIDENTIAL PERMIT APPLICATION • 1 Department of Community & Economic Development 7' 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: ❑ Furnace (80-r) Model# AFUE Heat Pump Model # M XZ-3CaL\IV Pt H?.�-t tSEER Q0.0 ❑ AC Unit Model# SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBQ E-1 Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: [� Pipe Material: Pipe Size: Total BTU's of all Appliances: 30,100 t b Distance from Meter to Furthest Appliance: .+/-60 feet • 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: Robert S Cumming Print Applicants Name: - 6/16LP Page 3 of 3 CITY OF ARLINGTON r 18204 59th Avenue NE,Arlington,WA 98223 • e INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 120 N STILLAGUAMISH AVE Permit#: 4214 PERMIT EXPIRES 180 DAYS AFTER Parcel#:00455400501600 DATE OF ISSUANCE. Scope of Work: Construction of new SFR Valuation:403779.00 OWNER APPLICANT CONTRACTOR 116 STILLY LLC Stilly 3 LLC Acme Homes 903 200TH ST NE 10211 180th St SE 10211 180th St SE ARLINGTON,WA 98223 Snohomish,WA 98296 Snohomish,WA 98296 425-361-5914/425-361-5914 425-361-5914 LIC:ACMEHHL859RC EXP: 12/03/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2018 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R-3 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. IBC 110/IRCI10. 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. Signa a Print Name Date Released By to CONDITIONS -The gable vents should match the L ,,n of the building and be located on both the. _i and back sides of the house.-Blower door test required.-Duct test required.-All downspouts must be directed into infiltration trenches per standard detail SD-140- Driveways must be paved,drainage for driveways shall be provided and managed onsite.-If the alley is not paved adjacent to these 3 lots,it must be paved as part of this work.Adhere to approved plans and red lines.Approved plans and permit shall be onsite during construction.Call for inspections. 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. PERMIT FEES Date Description Fee Amount 11/24/2021 Building Permit $4,052.52 11/24/2021 Park-Community SF $1,662.00 11/24/2021 Park-Mini SF $484.00 11/24/2021 Processing/Technology $25.00 11/24/2021 State Surcharge-1st DU $6.50 11/24/2021 Building Plan Review $2,634.14 Total Due: $8,864.16 Total Payment: $0.00 Balance Due: $8,864.16 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 Permit#: 4214 Permit Date: 10/26/21 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Stilly 3 Lot 17 Applicant Name: Stilly 3 LLC Applicant Address: 10211 180th St SE Applicant, City, State, Zip: Snohomish, WA 98296 Contact: Robert Cumming/Chris Eddy Phone: 425-361-5914/425-508-9968 Email: chris.eddy@acmehomeswa.com Scope of Work: Construction of new SFR Valuation: 403779.00 Square Feet: 2535 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 11/24/2021 Permit Expires: 05/23/2022 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 120 N STILLAGUAMISH 100 SINGLE 00455400501600 AVE It 6 STILLY LLC FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Acme Homes Kristi Kyle 425-361-5914 10211 180th St CONSTRUCTION L&I ACMEHHL859RC SE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 02/03/2023 R20.SFR/DUPLEX Final 02/06/2023 02/06/2023 BUILDING Approved FINAL 02/01/2023 Inspection Infiltration 02/02/2023 02/02/2023 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 10/26/2021 RESIDENTIAL SINGLE BUILDING FAMILY RESIDENTIAL SINGLE Building Permit Condition:The gable vents should match 10/26/2021 FAMILY the design of the building and be located on both the front PLANNING and back sides of the house. Fees Fee Description Notes Amount Building Permit Table 4-1 $4,052.52 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $6.50 Building Plan Review Table 4-2 $2,634.14 Total $8,864.16 Attached Letters Date Lcttcr Description 11/24/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/24/2021 Stilly 3,LLC 2257 Raelynn Jones $8,864.16 Outstanding Balance $0.00 Notes Date Note Created By: 11/05/2021 New Property Address: 120 N Stillaguamish Avenue Amy Rusko 10/26/2021 Proof of Arlington School Dist.mitigation fees required prior to permit issuance:$3,811.00 Raelynn Jones 10/26/2021 Add Planning and Civil comments from Zoning Verification BLD-4124 to permit Raelynn Jones Uploaded Files Date File Name 11/24/2021 10188911-4214 Issued Permit.pdf 10/26/2021 9977867-4214 Application.pdf Date: 03/13/2026 Permit#: 4214 Permit Date: 10/26/2021 Review Date: 10/26/2021 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 11/23/2021 Scheduled 00:00 Time: Completed 11/05/2021 Date: Description: Building Permit Condition: The gable vents should match the design of the building and be located on both the front and back sides of the house. Review Status: Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 11/05/2021 Address in Notes. Property Information Parcel#: 00455400501600 116 STILLY LLC 116 STILLY LLC 903 200TH ST NE 120 N STILLAGUAMISH AVE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: 17Block: 5 WRI7 DIMCNBIONB ON nil.DRAWING SHALL HAVE PRECEDING! AI SOALED DIMENSIONS. CANTRACTOR SHALL VERIFY ALL DIMlN51 N CONDITIONS,ETC.PERTAINING TO nff WORK BEFORE NS AND/INC.THE OWER MUST BE N011RIlD Or ANY VARIAnONS FROM Tiff DIMENBIONB AND/OR CONDInONS SHOYRI ON THESE DRAWINGS.ANY GUGH VARIATION SHALL BE RlSOLVED BY THE 0om� -01 PRIOR TO ER T TIo Wl Tl THE WORK,OR 11ff f.OMRACTOR SHALL ACC�i PULL RESPONSIBILItt FOR THE COST TO RCCnPY �','�� ec 2XH 5AR6E BOARD W IX2 TRIM 12 — — — — BOARD AND BATTEN SIDING-IX3 BATTENS HORIZONTAL 510I1,16 5 •16"O.G.N PLYWOOD WHERE SHOWN OR HARDI-PANEL BEHIND UPPER FLOOR P.L.El �Tl I a V W a 4 INCH WINDOW/DOOR X4 CORNER TRIM TYPICAL ALL / q FOUR SIDES UNLESS OTHERWISE NOTED _- FIN.FLR.UPPER e2$ r ` 'Z B MAIN FLOOR PL. F-� m %�T %/� C FIN.MR.MAIN 44 J H rn W PRONT EL.EVA7I0N 'A' 0 o NOTES, SEE GENERAL NOTES SCALE, 1/4" . V-O" Z I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, 501JARE FOOTAGES W Q CEDAR OR PAINTED MAIN 110-f 2 AND EXTERIOR ENVELOPEDOW/DOOR UPPER I058 m PENETRATION5. TOTAL 21&5 - 5.GLAZING PER STATE ENERGY GORE. GARAGE S7O ,« 4.PROTECTION FROM DECAY 15 REQUIRED FOR ALL GO�/ERELJ 108 WOOD SIDING AND WALL FRAMING Lr=—THAN 2"ABOVE CONCRETE 5TEP5,PORCH SLABS, PORGI-1 PATIO SLABS,AND SIMILAR HORIZONTAL SURFACES EXPOSE E W D TO THEATHER 5.REFER TO ALL ELEVATIONS FOR ADDRESS NOTE, TYPICAL NOTES. ADDRESS NUMBER5 SHALL BE tn 6.5.G. = SAFETY GLA55 A MINIMUM 4"HIGH WITH A Z MINIMUM STROKE WIDTH OF I/2" Ly AND TO BE ON A CONTRASTING BACKGROUND PER IRG 51-1.1 N O O W Z _ UPPER PLOOR P.L. Il -� w qi U L Q �, data: 6-28-21 FIN.FLR.UPPER �WW�j C� �[� revisions: MAIN FLOOR P.L.'-7M I- -III,- '1 11 i� I P�Q c drawn b LMD El checicedby: SHEET FIN.PLR.MAIN OFFICE COPY 4 FLR.GARAGE 1 FOYER n OF= CITY OF ARLINGTON 8 BUILDING DEPARTMENT APPROVED DATE_*/ zr By lG� NO CHANGES AUTHORIZED SEE GENERAL NOTES UNLESS APPRO...V THE BUILDING INSPECTOR O..`'1`-k ..xRRRRRRRRRRRRRRRRRRRRRRRRR Received Plan Review By SEP U 8 2021 City ol'Arlington RRRRRRRRRRRR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE TIOC,M. OVER SVALED DIMENSIONS. VONTRAVTOR SHALL VERIFY ALL DIMENSIONG,COIIDITIONS,ETV.PERTAINING TO THE WORK BEFORE FROVEEDING.THE OWNER MUST m NOTIFIED OF ANY VARIATIONS PROM THE DIMENSIONS AND/OR CONDITIONS SHOWN q1 hESE DRAWING$.ANY SIGH VARIATION SHALL BE RESOLVED B I THE OWNER PRIOR TO FRLVEE THE WORK,OR TIE VONTRAOTOR F SHALL AOOEPT ULL RESPONSIBILItt To FOR hIE VO'ST TO RCVnTIFY SPfM. =e11 RrnIH1�VRlo —METAL FASCIA L n - - - - - UPPER FLOOR P.L. V e W. v FIN.FLR_U I FJ.1 —. MAIN FLOOR P.L. �I L III H p�p T P FIN.FILM.MAIN FIN.FLR.MAIN ampj J N FIN,FLR.GARAGE!FOYER LU O Ll=-r-T 1=-Lr=\/A71ON = z W SEE:GENERAL NOTES SGAL.E, 1/4" . I'-O" //'m� V m - a A5PHALT COMP.SHINGLE5 ON I5M FELT j lEd OL tu LL U 0 MAIN PI P.L. -. --- date: 6-fi5-:2I EiOrS: FIN.FLR MAIN _ drawn by, LMD checke by- MW.J Si-IS�T RIGHT ELEVA710IN SEE GENERAL NOTES SCALE. 1/4" 1'-O" rtrt+nexw**rtxwwwrtrtrtwxxrtrtx«xrtxw Plan Review BY City of Arlington wxrtrtrtxx«rtwwxrtwwxx*xxxwrt«x hRI7 DIMENSIONS GH Tlla DRAWINb SHALL HAVE PRELEDENGE OVER 5LAL1eJ vll-RN51oN5. CONIRAGToR SHALL VERIFY ALL DIMEI610N5,GONDInONS,ETC.PERTAINING To TIE WORK BEFORE PrtOLEEDINe THE OWER WST BE No-PIED of ANY VARIAT IONS FROM THE DIMENSIONS AND/oR CONDITIONS SNc N ON.TIES@ DRPYIIN65.ANY SULII VARIATION SHALL BE RESOLVED BY THE OVPER PRIOR TO PROGEEDINe WITi THE WORK,oR TIE LONIRAGTOR SHALL AGOEFT FULL RESPONSIBILItt POR THE LOST TO RECTIFY SAME. 25'-O" I RMISreRe 6'-0" 19'-0" AIRGNITEG r 5 STU 31 9A !PLAT ES ! LA _-_----Ep6E IB'WIRDGCEEEpT S _ I N6TE 51�'R r-1 ----- OOHFDOOR _______1_, NQ�<IL_ V W g I 2XB Fr Jolsrs I I Q P.T.2x8 LEDGER p/ • •Ib•O.G. O in W.SDWS SCREWS 5x o B"O G. rx!FL } I I 4"GONG.SLAB ON - - 4"GRANULAR BED ON STAMPED GRADE I 1 p --- - SLOPE 5"TO O.H.OR I I j TABLE Ra07.6.1.3 2)) 1 1 T PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS i I I nJ0 tp� 6 MINIMUM ENO AND EDGE 018TANCES AND BPACINO BETWlEEN 8 flow SPACING �pqq I GARAGE SLAB TO parts TOP EDGE BOTTOM EDDE la/pinches° I F L IV 13E STEPPED DOWN L •? /"inch 2 inches" '1 a 2'FROM MAIN F.F. t- Ledger' 2 inches 1s/pinches° '/"inch _ 2 inches 2 inches" FOYER F.F.T' Bend]Dist` STEP DOWN 2' Por 51:latch=25a ran. FROM MAIN F.F. I 6'-2" 1214• p.Lag ecmwa or bolts sM1eIt M1e staggered from the lop to the bottom along the hon-tal mn of the deck ledger In accordance with Figure R507.9.13(l). I J C.Muimum 5 Ir11 govern I -- r L .Por enginured rM jotete,he menufactutti s B Nrewa oa bolup[olthe top edge of the ledger shall be in eccmdence with Figure R507.9.1.3(I). _- 'U� d.TM1e minimum dismoce from bottom row of le I PI-4 1 ____ (2)2.12 N — V Z STAGGER FASTENERS - - - - - I —J w� IN 2 ROWS �1 •J - `DISTANCE SHALL BE PERMITTED TO 4 - - - - - - - - B•GONG.FOUNDA ION L ✓) ® ® 5.5"MIN.FOR.%1- BE REDUCED T04.5"If LAG SCREWS � - d1 y ® TYPIrAL 8.5"MIN.FOR 2 X 10 BE USED OR BOLT SPAGNG IS _ _ 18"x6"CONT.GONi.F TINE W S„ ® 7.5"MIN.FOR 2X 12 0.EDUCED TO THAT OF LAG SCREWS ® ® TO ATTACH.Xa LEDGERS T02Xe BAND JOISTS. 2"MIN. LAG SCREW OR BOLT 314"MIN. I O I LEDGER I - - - Rl - / -- - - i W O F.51:l In- ran. - - - ----_ A '4 _ _ _ A = Figure 74.General Attachment of Ledger Board to Band Jolat or Rim Jolat. e - q FS�TA-IIm T. b emove aiding at ledgerexterior sheathingprior W InstelWtlon - - - ---- - - Y / threahold Carefully flashed and 4 '— - 78• 6 MIL.BLACK VAPORedatIng stcaulked to prevent water Intrusion iv - - - BARRIER.TOTOP OF FT6.ledger and joist flush on top /\ W/12'LAP e ALL SEAMSexisting2xbacontinlwue fleshing _ _ 1hy!yS 1� �1 __ _ 4x4 P_T.POST(4x6®BEAMor1"minimumextending Past joist SPLICES)ON 90a FELT oNEWP dm joisthanger IB"xl8"xl, GONG.F7G.U.N.O.deck joist I I .. in-dlarrleterlag. screwsor2x floor joist, through-bolts withwood Hotel, washers I • TL or MPCWTjoint harper �/ !PLATES 2x12 FLR,JOISTS - -existing2x ledger board:must be greater - - - - e Ib OA.wallthen or equal to the depth of the 2 deck joist end no greater than the A. 1 - _ - - - - h of the house band or rim Icisl �� X3717� x <PLATES y �- deaf Z I.3X MATERIAL GAN BE USED FOR _ _ _ ALL MUDS ILLS _ 4"X2.r-T6. ; 2.SET A DOUBLE 2X STUD BEHIND N 6X6 POST 0 @VERY STHDI4 HOLD OWN GALLED OUT V ON THE FOUNDATION PLAN.5ET HOLDOWN - 1/2"MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS.IT 15 IMPORTANT - T THAT THE FOUNDATION CONTRACTOR HAS THE - - - - - - - -- ' L MAIN FLOOR PLAN SHEET TO PROPERLY L LAYOUT HOLDOWNE'. S.A MVT46 STRAP WITH(2)1/2"BOLTS INTO - - - - - - THE FOUNDATION 15 A PROPER FIX FOR I 1 A MISPLACED STHDI4 HOLDOWN. 1 _ - - - - -� � - _ 1 ermlt: b-2$-2I NOTES. I _ - - - _ _ _L--J I rsvlsion5l ALL WOOD IN CONTACT WITH GONGRETE I In I ' SAiALL BB PR@55URE TR@ATED OR G@DAR. _ _ _ _ _ _ _ _ ooT PROVIDE CRAWL DRAIN!LOW POINT A I fl •X 0" IN GRAWLSPAG@. _ — LUS,TYF. iB•XB — — — SOLID 51- GKIN6 UNDER ALL 5EARIN6 WALLS. FT6 SLOPE ALL GONG.STOOPS AND/OR PATIOS - 1 1/4"PER FOOT AWAY FROM DOORWAYS. - —t In BEARIN6 WALL ABOVE drolin yy m WTS2 W9 SwCRE� �' I — — I checked byl MN— FOUNDATION VENT CALCULATION e B O.G. O' I 110-/SoUARE FEET . 3.69 F} - - FDTN VENTS SI-I�ET 500 .5-7 Q 5Q tl _ IB"x6"WREENE -T VENTS REQUIRED 'f REQUIRED N' 47w0 P� 4 0 A I ***SHEAR NOTE, }N _ _��- ____h �i•_ O F T SEE SHEE IB"WIDE X 6' T LI FOR SHEAR WALL Q S M Q � NAILING SCHEDULE, 4 DETAILS. !PLATES 6 PLATES THICK GONTIN)OIY HOLDDOWNI SCHEDULE CONCRETE STRIP FOOTING MARK HOLDOWW PASTENERS WOOD MEMBER ANCHOR STRAP THICKNES5/SPECIES REOUIRED T-I 5THDI4/14 RJ 24-16d SINKER (2)2X4/2X6 STUDS B'-0" 4'-b" 12'-6" HF/SPF T-2 M91-46 (54)-Ibd (2)2X4/2X6 57UD5 HF/SPF r-O V l�= •A T I O I�L 1 �I�l L T-5 MSTA56 (26)-I0d (2)2X4/2X6 STUDS HF/SPF 50@ GENERAL NOTES SCALE, 1/4" T-4 1-157'G49555 (55)-loci HF/5PF ar,Awrwxewr.ernrA axx.xxa T-5 HDUb-SD52.5 (20)5D5 1/4" 4.6 P05T -f/6"ANCHOR Plan Review BOLT By City ofArlington WRITTEN DIMENal ON THIS O 11`ib SHALL HAVE PRPL®eNce OVER SGALOO DIHBLV ONS. GONT2ALTOR SHALL VERIFY ALL DII-ffNSION5,GONDITI06,ETC.PBtTAININS TO T@ WORK BEFORE FROG@DINS.THE OWIER HOST SE NOTFIED OF ANY VARIATIONS PROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE ORMNIN65.ANY 5101 VARIATION SHALL W RE50LVED B1'TE OSIBI T" TO PROLEEDINb WITH TE WORK,OR TIE CONiRAOTOR SHALL P4GEPT PULL RESPONNSIBILITY FOR T@ COST TO RECTIFY SAFE. n�isreR T �J $. 3. 31 5 315 d A ! A r,/ r, IN tll .0 O.H.EA.DOOR I O' LI � v m 1COVERED V U g Q PORCH O W n STUDS / PATES L---_- LINE OF O_H.DOOR ----___- FBI NOTES. IN UPRIGHT POSITION 46 �11'41 6ARASE ALL EXTERIOR WARM WALL5 TO BE N 2.6 5TID5 m 24"O.G.TYPICAL. 00 ��- 7� ALLINTERIOR WALLS TO BE N -rT 2 X 4 STUDS o 24"O.G.TYPICAL. ALL HEADERS TO BE 4 X IO DF42 UNLESS NOTED OTHERWISE. N PUR-OUT HEADERS TO MATCH 2 X b 20 MIN• '-2"- /. wALLs. SELF 5'-4" B'-6" 3'_IV F�-1 ALL EXTERIOR HEADERS MUST BE Lost INSULATED WITH R-10 INSULATION PER WS@G !� 3"STEEL Y LINE OF LOOK ABOVE BOLLARD FOR WINDOWS WITH OPERABLE OPENIN&S MORE In MUDROOM Try UP TO 30" THAN T2"ABOVE THE FINISHED&RAVE OR SURFACE - �p FiEATO MINIMUM BELOW,THE LOWEST PART OF THE CLEAR OPENING T �N 46 DETECTOR SHALL BE 24"MINIMUM ABOVE THE FLOOR.EXCEPTIONS, N RISERS FULLY OPEN WIND01,45 WHERE A 4'SPHERE MAY NOT PA55 THROU&H OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR R612.3 SOLID BLOGKIN&UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE 4 OO O BLOCKING BETV�BN WALL SND5 AND WATERPROOF SURROUNDS TO.12" e1 V- a1 FROM DR . SLAZIN&,INGLUDI N6 3-6 DRAW. I �( MASTER FAN T' I,Jww y WINDOWS WITHIN+T2"OF DRAIN, N I V FAN ~ OHO N M/ SHALL BE 5AFTEY&LA55. SHOWER a Na BATH �vro >< m FLOW 15 LIMITED TO I.75&AL/MIN. 1 7 U 50 GFM W r- 50 GFM n a S EXHAUST PANS LAR&ER THAN 5OGFM MAY BE J� N 4 �� L CONNECTED TO 4"SMOOTH WALL VENT PIPE / 0 1 IF RUNS DO NOT EXCEED 20'IN LEN&TH. In THE MI IMUM 51 Opp PLLEE+X DUCT IS = N ---- Y FOMENUSTION N6IAIR REOUREED FOR ALLS /^ F 50 GFM 1yE 6O OWER \ ry LINEN 4 W POWDER a LEGEND. Q A\ G:V O Q J BEARIN&WALL A m SPACE IIOV SD. 2866 A N5a BEARIN&ABOVE _ S "AC, INS d W5 O Ab _ FLOOR LINE ABOVE n ��V IIOV 9D. Pr.La. R303.7 Interior stairway illumination.Interior stairways shall be provided with an artificial light source to ASV. POINT LOAD ABOVE I illuminate the landings and treads.Stairway illumination shall receive primary power from the building wiring.T �sptr— MULTIPLE 2.STUDS light source shall be capable of illuminating treads and landingsto levels not less than 1 fool- Y r m POINT LOAD candle(11 lux)measured at the center of treads and landings.There shall be a wall switch at each floor level to a control the light source where the stairway has six or mare deers. J 0 sl•toKe DETECTOR MASTER of _ 1IOV INTERCONNECTED Exception:A switch is not required where remote,central or automatic control o(lighting Is provided. BEDROOM m W/BATTERY BACK-UP. 1 PER IRG 314 O CARBON MONOXIDE DETECTOR \ FOR ALL WALLS LESS THAN 3'-0"TO THE )Y 5a PER O SIBMO �- PROPERTY LINE n TOP OF WINDOWS -\(Y`- o a Fx RIOR AT MAIN FLOOR h HEAT DETECTOR &A FILE NO.HP 0109-FIRE TEST WP 3510 RA LINEN TO BE AT LOO" Q NY�IZ3501-4T.-ESL ILL DEaIbN U309) T PI$' UNLESS OTHERWISE axwei / 3x ENDS >;� NOTED(OR TRANSOM) exATNINm APFLle9e�vAI+�wooPlNm w.lu S 6 PLATES .5ARA6E Ni mrrs A-T'oc.AT y Nrnar+eowTuv ANONrOF nY eorrorn I•LATe6. 12'{" 1. &ARA&:E/LIVIN&SEPARATION,USE VjD1- PAce uYea a I-ceeHr�—TO AIR z 'n 5/6"TYPE X'SWB AT GEILIN/WALL. Tire STuce.T}cllann• Haw=ec»Pie LLL9iLLCN.nOON S v` DDWTLE-66 �.� PI$' T/ V WRAP P05T9 AND BBAMS. PIT IN STVD xAC-' 3x STUDS ' 2.INSULATE ALL WARM WALLS AND AN�RioR Slx,oNe LAYeR ve•rYFe x 6v-o O MINI-SPLIT d PLATES GEILIN. eTuoS®nFN w��^w;;u`,';roe LON®'o fpVV SYSTEM 9. DOOR BETWEEN 6ARA6E AND RESIDENCE �'� 11p1Df c Y zLJ�--- SHALL BE I-le- MINI THICK SOLID WOOD uNIXP Sipe•eAx V.YBr� 1 1 REFS• �/- OR STEEL WITH SOLID OR HONEYCOMB GORE IesOi IwTN�i-ai+�wvA�� LLe Q U ry ry OR 20 MINUTE FIRE RATED BOUIPPED WITH A Q SELF GLOSINb DEVICE. THxowH n!SHeA.THINe INTO 4. DUCTS IN&ARA&E AND DUCTS PENETRATING THE O I ISO O Fi GFM 7 HALL5 OR CEILIN&S SEPERATING,THE RESIDENCE FROM U 115 GREAT I KITCHEN 4 N HAVE NO OP@NIN65 INTO THE 6ARA&E a ROOM t Qg I q°� FOR ALL HEADERS, I N � HEATING NOTES, 1f PST LOGOATIONS,SEE DW Si. I'-6" SHEET A-5 +INSTALL PER I date, 6�28-2 WASH.AEPLATFORM FqOiORM ( �� a pOrmlte OF PLATFORM U OF 2 LAYERS I �� A rBVIBlOn9: 5/4"PLYWOOD (1 LAYER IF PLATFORM19 ON I (� +SEE HEATING,NOTES OPTIONAL NOTES, Y RAISE ALL PILOTS,BURNERS T I II,-6• AND ISTGC:B5+I6"MINIMUM S 4 PIREPLACE NOTE. \ DINING 'O' LEARANGE FIREPLACE W/ PAIR S.H. } ROOM DIRECT VENT �p $rFy 11 '4 FACTORY BUILT FIREPLACE SHALL "rcTj [ij r1 Z I Ilk drawn by. LMD BE INSTALLED PER MANUFACTURER'S 1 aSLLLLLLIII III]]] Ghocka SPBGIFICATI ONS AND SHALL NAVE APPROVAL LABEL ATTACHED by. MWJ 5/6"TYPE"W&NB COVERED TO ROOF SHEATHING (� ll cl T FIREPLACES!STOVES MUST BE T PORCH Qu-A QV-A L D.O.E.APPROVED•BE TESTED, bC�SERTIFIED�LABELED AS SUITABLE / FOR USE DURIN&A FIRST Si BURN BAN. 36'OPEN ILING •+'�SHEAR NOTE- -- -- P2-4' ? y P2-4" T O" 3x 5TUD5 S A' 3x ENDS S n SEE SHEET LI FOR SHEAR WALL d PLATES d PATES NAILING SCHEDULE, 6 DETAILS. PAIR O 5H. Fi0L1:;'D0WN 5GHIEDULE'. MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR 416" WHV 2'-3' 2'-3" ETfi THIGKNE55/15PECIES REGTUIRED T-I 5TH014/14 RJ 24-16d SINKER (2)2X4/2X&5TUDS HF/5PP T-2 MST45 (,11 (2)2PFX4/2X&STODS 25'-0" HF/S T-3 MSTA36 (26)-I Od (2)SPF/2X6 STUDS ' `I N I L O O R PLAN SEE GENERAL NOTES SCALE: 1/4 p" T-4 MSTC4b53 (EIS)-IOd HF/5fi x.....................«+ T-5 HOU5-SD52.5 (20)5DS 1/4" 4XE—51 7/11" ANCHOR Plan Review X 2-1/1.. BOLT By City ofArlwr ton YbiITTE1J vlr-�uslow ol+nn5 vrsAWlws s11nLL Nnve vReceDeuce oven xnL®vlrEr�zlvr�5. GONIRAOTOR 5NALL VERIFY ALL DINEN510N5, IONS,ETV.PERTAINING TO TIE WORK BEFORE PROGe®IN6.TIE OWNER MJST lx=NOT;FIWTIPIeD OP ANY VARIATIONS FROM IOH DII-ffN510N5 A T,E CONDITIONS TO ON TRESS lR TH 65.ANY SUGII VARIATION M 5H BE RE50LVED BY TE OW BI PRIOR TO PROV T TO WITI iNE WORK OR TIE VONIRAVTOR SHALL ACCEPT NLL RESPONSIBILITY POR TiE COST TO RECTIFY SAME. --_--_31y"x12"2_4F_-V4 GLB IQ'-O"LONG 4XIO VP#2 k ili O F�1 fPy ALL BUILT UP STUD/COLUMN5 USE a Ibd NAILS•12"O.G. STA56ERED I B3 TO ATTACH MEMBERS.NAILING IS p I 5ly"xl2"24F-V4 GLB TO OCCUR AT THE FACE OF THE x FLUSH PV JOISTS STUD G516 STRAP BOTH SIDE5 OF a 25'-0"LONG BEAM TYPICAL AT BEAM TO HALL/P05T CONNECTIONS41 -- - - � - 2x,2 &2 T—� — — — — X D ■■ Wce W W O iliilll _ in la ALL EXTERIOR WARM WALLS TO BE (2)2x12 Z 2 X 6 STUD5 m 24'O.G.TYPICAL. - - - - - - - N ALL INTERIOR HALLS BE - - - - - - 2.4 STUDS a O.G.C.TYPICAL. — ALL HEADERS TO BE 4 X 10 DPM2 �- 7 UNLESS NOTED OTHERWISE. FUR-OUT HEADERS TO MATCH 2 X b u 1 O• ' WALLS. p 1 ALL EXTERIOR HEADERS MUST BE _ y INSULATED WITH R-10 INSULATION PER H5EG _ FOR WINDOWS WITH OPERABLE OPENIN65 MORE N THAN 12"ABOVE THE FINISHED&RADE OR SURFACE .. Y- BELOW,THE LOWEST PART OF THE CLEAR OPENING T SHALL BE 24"MINIMUM ABOVE THE FLOOR.EXCEPTIONS, FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20 O OR R612.5 0 1 2x12 FLR Toms 50LID BLOCKIN&UNDER ALL BEARING _ WALLS. - - - - - L_ 9- TVB/SHOHER UNITS SHALL H—E FIRE i BL—INS BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO�T2" _ _ _ _ _ _ _ _ _ FROM DRAIN. &LAZING,tNCI--INb I pE)Y'IYIIt: WINDOWS WITHIN+12"OF DRAIN, 111]]] r 1 SHALL BE SAPTEY&LASS. SHOWER p I - �I— �I 9 FLOW 15 LIMITED TO 1.15 6AL/MIN. _ - - YYYy _ _ _ _ 1'-BY19101'1B: EXHAUST FANS LAR&ER THAN—.FM MAY BE CONNECTED TO 4'SMOOTH HALL VENT PIPE - - - - - IF EERUNS �1N��IID.IIO NOT EXXCpEE1D�20''UI�N LEgN—H. DIAMETER WITH A MAXIMUM RUNTOF IS' _ - - 1 a _ _ - -MBUSTION AIR REQUIRED POR ALL - FUEL BURNIN&APPLIANCES LEGEND, III 4%IO DF12 I EE:ARINb WALL BEARIN66 ABOVE ¢ - - - - - - aher- ed 1Ivy, MPN-J 1 s -- FLOOR LINE ABOVE— — — � 0 4x10 DFa2 - - - — T.Lv.r POINT LOAD ABOVE L�,R �I� •MULTIPLE 21 STUDS prl�lll - - - - O SMOKE DETECTOR N/ INTERCONNECTED W/ RA 51Y BACK-UP. \ PER IRG B14 �NS,S� PB-14X10 DN#2 ry 9 T� 4.10 DF#2 A;y a O CARBON MONOXIDE DETECTOR vv 8 PER IRG BIE V HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR R STAP THICKNESS/SPECIES REQUIRED T-I 5THDI4/14 RJ 24-I6d SINKER /SPF/2Xb STUDS 7-2 MST45 (54)-Ibd (2)2X4/2X6 STUDS OO HF/SPF f T-5 MSTA36 (26)-IOd (2)2X4/2Xb STUD5 HF/5PP SEE GENERAL NOTES 5GALei 1/4" . T-4 M5TG4bB5 MS)-IOd HF/5PP �+"• ••�xx•.x. T-5 HOU11-51-->52.5 (20)5DS I/4" 4xb POST 7/8"ANCHOR *�Plan�f�evieW BOLT x 2-I/2" BY City ofArlington L_ W21TIB1 DIMENSIONS ON 7.ORAWINS 7,HAVE FRELEDENG-WA OVER SOALBJ DIMENSIONS. LpJTRAOTOR SHALL VERIFY ALL DIMENSIONS,TIFI OF ETO.P IATAINS TO TH WORK EEPORE PROOB:DIN6.TE OWffR MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN5 AND/OR OOR SHOWN ON THEN!CRAWIN65.ANY 91OH VARIATION SHALLIN RESOLVEDD BY THE OWNERNNIM PRIOR TOR WITH TIE WORK,OR TIR CONtRPLTOR T SHALL AOGEPt f-1,1L�.E'�f'ONiIBILItt FOR THME COST To TO REOTIPY 1 /I 0 W a 25:-0• 10'-0• Z v p TOP OF WINDOWS AT UPPER FLOOR TO AT UNLESE5S OTHHERERWISE 2020 PIG. LLLJJJ NOTED(OR TRANSOM) 2'-10" .'". 2050 Ii LINEN ® ° ACCESS N O INS dW5 Q if, �VTo FAN Q�S Nb0 l5 GFM b 3 BEDROOM ry J N ,yf TY40 J ; V LW¢ 0 Q 0 W AN 50 GFM ry Imo, 3 iIw 5.D. I.. 5068 p BI-FOLD O 5060 Q 3'-8" 2'-6" 6'-4" Z BI-PA55 uov s.D. /Lu LOFT U FBEAM9 ANHEADERS, N NOTES, P d --- 8 , SHEET A IA710N5,SEE ALL EXTERIOR WARM WALLS TO Be 2 X 6 STUDS s 2,O.G.TYPICAL. (� V ALL INTERIOR WALLS TO BE T 2 X 4 ST'UVS i 24"O.G.TYPI GAL. `� m ALL HEADERS TO BE 4 X 6 DFM2 •_ UNLESS NOTED OTHERWISE. PUR-OUT HEADERS TO MATCH 2 X 6 1 Pe 5-_- 2668 WALLS. IN --- 5'-II• r \ O ALL EXTERIOR HEADERS MUST BE O L INSULATED WITH R-10 INSULATION PER WSEG jr 5068 IIOV SQD. Q FAN O z r FOR WINDOWS WITH OPERABLE OPENINGS MORE IV Nj 5o6e,5 IIOV 5D. LVTO THAN T2"ABOVE THE FINISHED GRADE OR SURFACE d III 3.1. 06 50 GFM Op ! BELOW,THE LOWEST PART OF THE CLEAR OPENING 6i_Tu Z SHALL BE 24"MINIMUM ABOVE THE PLOOR.EXCEPTIONS: 0 6 2468 O 'e m FULLY OPEN WINDOWS WHERE A 4'5PHERE MAY NOT O PGKT -T 1 PASS THROUGH OR WHERE FALL PROTECTION DEVICES y ARE PROVIDED PER ASTM F 2040 OR R6I2.5 N SOLID BLOCKING UNDER ALL BEARING � WALLS. O TUB/SHOWER UNITS SHALL HAVE PIKE ,o B POU OM BATH N Y BLOCKING EfETWEEN WALL 5TUD5 AND T 'q II N WATERPROOP SURROUNDS TO-12' V FROM DRAIN. GLAZING,INCLUDING m WINDOWS WITHIN+T2"OF DRAIN, 6' L FLOW IS ELIMIAI'ED TO LTS GGAA MINER Q 9- EXHAUST FANS LAR5ER THAN—PM MAY BE IIOV 9D. CONNECTED TO 4'SMOOTH WALL VENT PIPE 44 IF RUN9 DO,NOT EXCEED 20'IN LENGTH. EE g1Z p L pU� g 9 C�OtO: TH 1M ER WITH A MAXIaM RUNTOF IS' a L rJ01'/Y1 t' III COMBUSTION AIR REQUIRED FOR ALL O O Y'a VISIOYIS: FUEL BURNING APPLIANCES � -P!S � V LEGEND: q I BEDROOM BEARING WALL I THREE �_� BEARING ABOVE M6RESS) I pGp — — — FLOOR LINE ABOVE I P m Q N T Ifl PT.LIP. POINT LOAD ABOVE I I PAIR S.H. ABV. zz � o POINTS OAD�DS m I I --- drawn by LMD II — checked by� MWJ sMOKE DETECTOR s Q IIOV INTERCONNECTED EL W/BATTERY BACK-UP. I I 2020 PIG. I O SE� PER IRG B14 N O CARBON MONOXIDE DETECTOR Q I Q ry PER 1—515 I [EGRESS) IV ...SHEAR NOTE, ---- --- --- - PI-4• T ry PI-4' T O� 5EE 5HEET LI FOR 5HEAR iNALL Ary i� NAILING SCHEDULE, 4 DETAILS. PAIR 3C 50 S.H. HIOLDDOWN 5GHfEDULE: MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES RECiUIRED 4'-6' S'-6' 2'-6" 2'-0" 6'-3' T-I 5THD14/14 RJ 24-I6d SINKER (2)2X4/2X6 STUDS 4'-W 12'-6' HF/SPF T-2 MST48 (34)-I6d (2)2X4/2x6 STUDS HP/5PF I Ipp p p PLAN T-3 M5TA36 (26)-IOd (2)2x4./2x6 HF/SPF STUDS y I 1 I` I` SEE GENERAL NOTES SCALE: V4" T-4 M97`G4855 (38)-IOd HF/SPF **• fffwf.f« T-5 HDU5-51;'52.5 (20)5D5 BOLT 1/4" 4X6 S POT -/5"ANCHOR Plan Review x 2-v2° BY City of Arlington fffffRffffff IMfff WRITTEN DIMENSIONS ON TITS DRPnIN6 SHALL HAVE PREVEDEN, OVER SV- DIMEN517 CONTRACTOR SHALL VERIFY ALL DI IST WN5,LOIIDITI015,ETV.PERTAINING TO TIE WORK DIHSS,FROVEEDINS.TE OWNER NISI B NOTIFIED OF ANY VARIATIONS PROM TIE DIMENSIONS AND/OR VOIIDITONS SHOYN ON TiE ORAV11N65.ANY R TH VARIATION SHALL BE RESOLVED L TIE OI,61 PRIOR TO PRO T TINS W Tl TlIE WORK,OR TIE VONTRAOTOR SHALL POCEPT FLLL RESPONSIEILITT POR THE COST TO RECTIFY SAME. 1 \,I MM Txrc� 1 / _ 3V2"xl2"24F-V4 GLB 19'-0"LONG cn 4XIO DP%2 ROO R ❑MST VENT❑ 8 O III 3:12 � L Ra III PRE. MONO 1--1 IIIF TRUSSE5 e 24.O.G. I ��"❑A , I � FAAGGE561 � I MCI; U � � I PRE.MFG. MONO OTRUCSSES I ElveNr ❑ GABLE END »� TRUSSES TO I Z BE DESIGNED TO SPAN WIND— DOOR OPENIN65 TYPICAL D5 06 R EJOWET ❑ INS$m ALK❑ R�OOMF EAVE PROTECTION PER IRG R302.1 IF EAVES ARE WITHIN S' THE PROPERTY LINE, THEN A ONE HOUR FIRR E RESISTANCE RATING 15 REWIRED IF THERE 1 4'ExIWISr❑ ARE BIRD BLOCKING VENTS OR GABLE END I ❑ AFEo VENT5.IF THERE IS SOLID BLOCKING AND Y ROdP y NO VENTS,THEN THE FIRE RESISTANCE RATING W❑ MKT LU Fq--� CAN BE REDUCED TO ZERO HOURS. 2A� C cId = z A-ROOF VENT ❑ LOCATIONS PER PLAN R W a VENT souv vlRv � 3:2 � ii` AT I�NALLS THE PROP.LINE - - TRU5ILA PER PLAN ❑ ❑ ' � ROOF pP3F veNr rr,.MONO MST TRUSSES e 24"O.G. I OPTIONAL 5GI550R I xe VAULT PER BUILDER WARRIOR I ONE HOUR EAVE DETAIL IF PLAN REQUIRES) A!'n N O $ 13 VVV H rvry MO 4•EMW15T ROOF FRAMING NOTES m6m vM �K❑ I m GUT RAFTER TAILS TO MATCH 214tu �X p TRUSSES CONNECTORS SHALL SE EN&INER EED BY TRUSS MANUFAGTLP.ER ROOF PITCH SHALL EIE 5.12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANS SHALL SE 12"U.N.O. ❑ ROOF T N 2X6 RAFTERS o 24"O.G. APA .lAl.K❑ AT FIREPLACE BUMPOUT VNO OVEpj4AN,& ❑ 0 2xb W OVERFRAMINS GUTTER AND NO ROOF VENTS APEo Q V31T - BEARINb EtELOW �'� � dote: Q D DOWNSPOUT LL 1 permit:DE, o TRU55 NOTEreels ions: �q a ALL TRUSSES SHALL HAVE, y�glF I. STRESS ANALYSIS AND DRAWINGS/ DETAILS STAMPED BY A STATE AF50 II RE615TERED ENGINEER. ROOF 2.MANUFACTIRER'S STAMP ON PRE- VEM MANUFAGTJRED TRUSSES. E.BRACED TO MANUFACTURER'S SPEGIPIGATI LTS. ❑ drawn b LMD 4.STRESS ANALYSIS AND DETAILS I SHALL BE SUBMITTED TO D SHALL zi DEFT.FOR APPROVAL AND SHALLM fBE KEPT ON SITE FOR FRAMING NSPEGTION. L STRUSSES WILL NOT BE FIELD ALTERED IWITHOUT PRIOR ENSININb DEPARTMENT ❑GALLAPPRGUOLATONS.ENbINEERINb ALL TRUSSES SHALL HAVE SIMPSONH-1 CLIPS AT ENDS. WHERE TRUSSESARE PARALLEL TO WALL,USE SIMPSON LSO AT MIDSPAN. USE 51MPEON STC _CLIPS AT NON-EIEARINb WALLS DS — — — _ DS O� 4 ROOF VENTING CALCULATION LI HIP 14-72 SOFT AREA =4.90 SOFT REQUIRED JACKS a 24'O.G. 300 (4.90) X(5095)= 2.45 SOFT MIN.REQUIRED AT EAVES TYPICAL TRUSS BLOCK HAS(4) 2 Ip SCREENED HOLES PROVIDING 6.25 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY O VENTED BLOCKS= O SOFT PROVIDED I PLAN PROVIDE 10 AF50 VENTS AT EAVE LINE= 5.40 SOFT PROVIDED R-OO� ��ff`R I S`S (4.90) X(5095)= 2.45 SOFT MIN. REQUIRED WITHIN 5'OF THE RIDGE SEE SENERAL NOTES SCALE: 1/4" AF50 ROOF JACK 1/ENT5= 54 SOFT EACH VENT PROVIDE 10 AF50 VENTS= 5.40 5ar-T PROVIDED Plan Review TOTAL VENT AREA PROVIDED= &.50 50 FT By City of Arlington fYlRfkf 0111 WRITTEN DIMENSIONS ON THIS DRAWING$HALL NAVE PION,E NLE OVER SLPLPD DIHENSIGNG. CON(RPLTOR SHALL VERIRY ALL DIMBVSIONS,TIFIEW OO A Y PERTAINING TO TIE WORK SORE PROLE IOR TIE OYNER MIST BE NOTIRI®OF ANY VARIATIONS RR IA TIE DINENSIONS AND/OR CONDITIONS SHOWN ON T N&DRAWINGS.ANY R VARIATION OR BE RESOLVm B'f THE OWNER PRIOR TO PRO T TO WITH TE WORK,OR TE GONiRPOTOR SHALL ACCEPT PN.L REGPOtGIBILItt POR TIE GOSi TO REGTPY SAME. �TI �INilRE TE V J H 2018 l-,'AeH I NGTON STATE ENERG'i' CODE � H *ALL CLIMATE ZONES (TABLE R402.1.1) W ar RENEBTRATION BKYLIbHT BLAZED GEILINb WOOD FRAMED FLOOR BELOW bRADE 5ANAB R-VALVE O U-PAGTOR V-FACTOR NbEG TRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE p-TH H� O 10/19 R-10,2 FEET ICI o.2H 0.90 NR R-49 R-OI R-E)6 R-21+TB *TABLE 406.5- ENERGY CREDITS (SIN(SLE FAMILY) THIS PLAN REQUIRES 6 CREDITS SINGE IT IS OVER 1500 SQUARE FEET W AND UNDER 5000 SQUARE FEET �I < CREDIT �' 5 OPTION 0 2a^o.c. HEATING OPTION 2 HEAT PUMP (ELECTRIC) I.O UPRR FLOOR PL. �.1 ENERGY PRESCRIPTIVE COMPLIANCE 15 BASED .5 BEDROOM LOFT J OPTION ON TABLE R402.1.1 WITH THE FOLLOWING Two MODIFICATIONS. H 1.3 VERTICAL FENESTRATION U=0.25 !!W FLOOR R-5b 3/4"T46 PLYI^dJ. SLAB ON GRADE R-10 PERIMETER AND SUB FLR.GLUED Q O UNDER ENTIRE SLAB BELOW GRADE a SCREWED v R-10 PERIMETER AND UNDER ENTIRE z FIN.FLR UPPER = Z SLAB OR COMPLIANCE BASED ON — — — — SEGTION R402.1.4, REDUCE THE TOTAL FLR.JOISTS PER PLAN — MAIN FLOOR P.L. W O CONDUCTIVE UA BY 596 j m ENERGY COMPLIANCE BASED ON R402.4.1.2, •5 OPTION REDUCE THE TESTED AIR LEAKAGE TO 2.1 5.0 AIR CHANGES BEDROOM HANS PER HOUR MAXIMUM MASTER 50 PASCALS AND - ALL WHOLE HOUSE VENTILATION REGaUIREMENT5 E-221INSRWALLS c AS DETERMINED BY 5EGTION M1507.5 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 406.5 OF THE INTERNATIONAL MECHANICAL GORE SHALL BE MET WITH A HIGH EFFICIENCY FAN(5) (MAXIMUM 0.55 watts/Gfm), NOT INTERLOCKED ,n WITH THE FURNACE FAN (IF PRESENT). VENTILATIONJ - - FIN'FLR.MAIN A, SYSTEMS USING A FURNACE INCLUDING AN ECM mmmm mwmw 11 4=mw I Z ZT MOTOR ARE ALLOWED, PROVIDED THAT THEY N O ARE CONTROLLED TO OPERATE AT A LOW SPEED - FLR.JOISTS IN VENTILATION ONLY MODE =� PER PLAN INFULATIION 11= = III= ■n ENERGY DUCTLESS SPLIT SYSTEM HEAT PUMP WITH NO O V OPTION ELECTRIC RE515TANGE HEATING IN THE PRIMARY ^ W Z 5.6 LIVING AREA5. A DUCTLESS HEAT PUMP WITH A — PROVIDE HEATIIN6I0 TO THEALL LAR6EST ZONEMINIMUM H5PF OF BEEOF ND !U THE HOUSING UNIT SECTION ?.-?. Q� SEE GENERAL N07E5 SCALE, I/4" I'-O" J ENERGY WATER HEATING SYSTEM SHALL INCLUDE OPTION THE FOLLOWING. ELECTRIC HEAT PUMP 2.0 55 WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'5 ADVANCED WATER date: 6-2b-21 HEATING SPECIFICATION permit: TOTAL revlslons: 6.0 CREDIT5 drawn by LMD Ghockod by. MWJ SHE=.ET 8 Of= 8 ««Plan«Review By City of Arlington wRITiEN DII@NSIONS ON T118 DRAWING SHALL HAVE PREVEDENLE OVBi SLAL®DIMENGIONS. cONTRALTOR SHALL VERIFY ALL DI usT MNS,c FIIDI OFO ETV.PERTAINING TO TIE E BEFORE PROL®ING.TIC OwffR MIST-NOTIFIED OF ANY VARIATIONS FROM TILE DIMEN VID AND/OR CONDITIONS To ON THESE DRAWI H ANY e.1LH VARIATION SHALL BE RESOLVED BY THE.NV5I PRIOR TO PROCEEDINS WITI TIE WDRK OR THE LONfRALTOR SHALL ALLEPi FlNl REiI'ONSIBILITY POR TE!LOST To RELTPY SAME. RG61GT,—nn 1 ARGMITGGT NASH AND ASSOCIATES GENERAL NOTES: 1� 03/4 I.All construction pper appplicable codes and ordlnances. ROOFING MATERIAL 2018 IRG,IBC.-2018 NIASHINGTON STATE ENERGY CODE FIN15H PER ELEVATION ON 1/16"065 SOLID GDX 24-0 PLYWOOD 2.Verlf all dimensions on job site.Brun discrepancies 5HEATHM6;ball 0 6"O.r-.EDGE 9 9 P bd 0 12"O.G.FIELD to the attention of Owner and/or Designer. 0/I6"O5B AGX PLYWD o EVES) 24"CARDBOARD BAFFLE MIN.15#UNDERAYMENT =pX 5/4:1 3.Owner will verify window sizes and manufocturer(s)with ALLOW FOR P AIR SPACE MAIL b"EDGE,12"FIELD \ framer before start of construction. MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDRAIL. r r INSULATION. GRIP 1'4"-2"A 4.One window per bedroom shall meet egress code. PROJECTION FROM Y WALL NO LESS N051NG 5. II per 2015 IBC. THAN IIt". Skylight glazing 9 P Z 6.Truss manufacturer shall supply shop drawings to Owner review SOLID SHEATHING and framer to and approve before fabrication. - I E--1 ' OR GDX PLYWD. WHERE EXPOSED N "(.owner will verify electrical and heat layouts with TO WEATHER - Installer before Installation.OPEN 8.Uhder all parallel bearing walls,use double Joists or as V OPEN SPATE BETWEEN I noted on plan. Double)oust(or extra TJU under all non- W I bearin parallel walls. O TOP PL. non- Fir SHALL BE I g p -- LESS THAN 4'CLEAR I �� IX FASCIA BD. I I cl.TJI products to be Installed per manufacturer's W/METAL HANGER installation guide and approved reports. GUTTER APPROVED TRUSSES BEARING I ✓ t shall b h d d t t AII metal connections to treated woo sae a a pg MANUFACTURER'S SEAL. Ih I I SEE ROOF F�RAMIN6 PLAN _ I y / minimum;triple zinc ZMAX(6185 per A57M A653)I Hot Dip U FOR SPACING I I J Go vanze(ASTM AI25 for connectors and A5TMI53 for In I � fasteners and anchors. (y�y INSULATE PER W5EC 2X BIRD ELK'&W/ 11.All bathroom fans,kitchen hood,and dryer ducts shall be Qi 2"SCREENED VENT �e"X 10"ANCHOR BOLT W/3°X3"X / / O exhausted through the attic to the roof or through the HOLES WITH 1/4" `/ /,"PLATE WASHERS o 45"oz.NO floor sys}em to an outside wall. All wall ducts shall GORRPSION RESISTANT L I V I NG AREA LESS THAN 4Yi'!NO MORE THAN 12" 2X4 STOP 3-2x12 O termina-te at least 36"from a window opening. METAL MESH COVERING FROM EA.END SILL CORNER,JOINT, STRINGERS Q^y END,OPENING ETC. 1"MIN, FIRE BLOCK ALL VERTICAL EMBEDMENT INTO GONG.EXCEPT o 2-2X HEADER OPENINGS IN WALLS AT SHEAR WALLS-SEE SHEAR WALL PATE5 AND FLOORS NAILING SCHEDULE. 2x P.T.SILL FLOOR J015T 2X4 BLOCKING Z CLIMATIC AND GEOGRAPHIC, I (FIRESTOP) DESIGN CRITERIA: I - �_ II c TERMITE: SLIGHT TO MODERATE #4 REBAR o 16"O.G.HORIZONTAL FIREBLOGK STAIRS, \ DECAY: SLIGHT TO MODERATE 0 FLOOR Jo15T5,SIZE AND FIREBLOGKS �9 . WINTER DESIGN TEMR 26° ONCE IN TOP!BOTTOM J SPACING PER PAN OF RUN BETWEEN STRINGERS ICESHIELD REpUIREDI YES #4 REBAR a 48"O.G.VERTICAL d ALONG RUN BETWEEN STUDS \ FLOOD HAZARDS, 2003 1992 FIRM H a USABLE SPACE UNDER STAIRS AIR FREEZING INDEX, 250 C {y TO BE I HR FIRE CONSTRUCTION \ MEAN ANNUAL TEMP. 46 i= 6 cc ° 3"MIN, 5/8"TYPE'X'G.W.B.(TWO LAYERS O TOP PL. GLR.TYP. AT STAIR CEILING) _ D�5IGN DATA: Z #4 REBAR W O (2)2x TOP PLATE,LAP CORNERS, W"J"BAR c ROOF LOADS, LIL 25-�(SNOW) OFFSET END JOINTS BY 45" i m ALL FOOTINGS TO BEAR ON STAIR NOTES: TO DTAL 40#/SF !V► BEARING SOIL STA I R DETA I L - TYP I GAL y"GYPSUM WALLBOARV,TYP. RISER HEIGHT = 1-3/4" MAX. If.`055.OR PLYWD.SHEATHING. W/PVA VAPOR BARRIER 6 WALLS eREAD DEPTH = 10" MIN. FLOOR LOADS, LL 4O#/5F NAIL 6'EDGE,12"FIELD WITH bd AND CEILINGS DL 0#/5 F NAIL5 UNLESS NOTED OTHERWISE STIP FOUNIPATI ON DETAIL 6 SCALE:N.T.S.N,T,S. TOTAL 50#/SF 2 DECK LOADS, LL 60#/5F / GI SCALE,N.T.S. DL 10#/SF 2x STUDS o 16"O.G.TYP. L I Y I NC7 AREA / SOIL, T01500 P5FMINI"FIRE BLOCK ALL VERTICAL .ss"' v CONCRETE, 2500 P51 AFTER 28 DAYS i 1 n OPENIN05 IN WALLS AT PATES AND FLOORS (Sh SACK MIX) Z -3000 P51 FOR EXTERIOR FOUNDATION N WALLS,PORCHES,STEPS,AND OR a, GARAGE SLABS-AIR ENTRAINMENT }'X 10"ANCHOR BOLT VY 3'X3"X}" 15 BETWEEN 5-1%(TABLE 402.2 IRC) Z _#� SIDING,SEE PLAN FOR TYPE PLATE WASHER5 0 48 oz.NO LESS MASONRY, PER 2018 IBC v z THAN !NO MORE THAN 12' _ FROM •.END SILL CORNER,JOINT, I STEEL: PER 2018 IBC(GRADE 40) J END,OPENING ETC. 1"MIN. 1111- EMBEDMENT INTO GONG.EXCEPT O WOOD: PER 2018 IBC SARASP SHEAR WALLS-SEE SHEAR WALL NAILING, PER 2015 IRG NAILING PER TABLE NAILING SCHEDULE. Rb02.3(1),R&O2.10 WIND, 85 MPH U TOP FLANGE J015T SEISMIC, ZONE-D, 4) HANGER PER PLAN V=see design calculotlons(MI) 2x BOTTOM PLATE- ATE W T46 PLYWOOD SUB-FLOOR NEATHERING POTENTIAL,MODERATE t- (6LUED!NAILED)NAIL b"EDGE, INSULATE PER WSEG., SOLID BLOCKING e Q 2x P.T.SILL 12'FIELD NV IOd NAILS. FROST LINE, l2" BR&.WALL ABOVE TYP. 4'BEAM, DOU6LA5 FIR#2 6-�8-21 FIN.FLR. - --- - - 4'GONG.SLAB ON E.F.P., 45 PSF doto: 4"0 D5.TIGHTLINE,POSITIVE 4`GRANULAR BED b"BEAM Fit,:875 PSI revisions: DRAIN TO STORM 5Y5TEM _ Ir 4 n'I _ RI E'I160010 FIN.GRADE TO SLOPE 11 ° ' 2J 4"POST, DOUGAS FIR#2 oo AWAY FROM BUILDING % 6'POST, fv=55 Z \\\\%\\\ n r =815 P51 \/ \ \ SPACING FLOOR PER PLAN JOISTS,51ZE A� \ J015T5 8 RAFTERS HEM FIR \ \ 45" MAX. GRAWLSPAG d STUDS, fv=15 UNBALANGED E 1,900p00 =B50 PSI (TALLER WALLS PER PLAN SEE FOUNDATION PLAN GLU1 LAM BEAMS, = A \/\/\ FOR BEAM SIZE \ \ \ 2x4 GUSSET EA.51DE drawn b LMD / A P05T SIZE/SPACING fv=165 psi y checkedb MW...I d� \ \\\ REBAR PLACEMENT \�j SEE DETAIL#2 ABOVE 90#FELT "SIMPSON"H6AMI0 fb=2,400 I(r diced by size y` POST TO GONG. E=1000'000 psi Sf-iEEET NOTE: e ° VARIATIONS FROM THE ABOVE b MIL.POLY VAPOR BARRIER 4 ° LUMBER 6RAMS WILL BE \/ NOTED ON THE PLANS. \ ALL REINFORCEMENT 4"m PERF.FOOTING DRAIN TILE V PA/5T BE TIED IN PLACE W/CLOTH COVER d GRANULAR FOR FOUNDATION IN5PECITON T861.�PLYWDOD OR 058 APA RATED O� STURD-I-FLOOR 16"O.G.,3/4" COVER AS REO'D.BY SOIL SEE FOUNDATION PLAN SEE FOUNDATION PLAN WALL d ROOF SHEATHING, CONDITIONS FOR FT6./FDN.511E FOR PAD SIZE APA RATED F SHEA 6 24/16 1/16" ALL ING SOIL TO BEAR ON ALL FOOTINGS TO BEAR ON FOOTING FOR: BEARING SOIL BEARING SOIL 8"WALL-18"x 12"FOOTING 24"BELOW GRADE #4 STUB STEEL-45"oz.VERT. UNLESS NOTED OTHERWISE TYFICAL WALL SECTIONS GI SCALE,N.T.S. » +»»•+ Plan Review By City ofArlington L� I �wxirreH virxHsoNs aN Tws vrsnwUHs zILALL rave�cmeNce o.erx scalm v#�oRs. caNTRacroR SHALL vER1w au vir�ETlsioNs,cormmarr,Erc.FHxraININ6 ro T�v+vRx eEFaR(:PPvccaEmNs.nE oWSYz wsr ee HonFlm of awr vAnianol�FrsoM nE v#�oNs ArmiaR co'vrnoNs sllaal oN TFE°�vRAwn6s.arc s1eH vawanoN s;+aLL ee REsol.vm BY rF owgR FaiaR ro Pr+cc®INe wITM wxu,02 ng racraz sw"u 16 MIN. acts^P,Ai�.^us;s;ur w2�casr PER 2x TOP PLATE PLAN FADER - NAIL SHEATHING TO EXTEND TO HEADER a 3"0—EH END WALLS 5HEAR41AU PER PLAN THD HOLDOYt1 PER PLAN •Iv 1 3x OR(2)2x SAP MIN.T*G PLYWOOD SUB-FL OOR .I STUD- E IL2F IflRAILED W d NAIL AILS 6° SHEAR WALL SCHEDULE I CONNECT PLYWOOD PER 2018 IBC .I W 8d NAILS a 3"O.G. FLOOR"ST TO ALL 5'TUD.S,PLATES PER PLANER SHEAR WALL BOTTOM PLATE IL5G1EgAEGENERAL NOTE5: <HEADERS5EE PLANS TO DETERMINE THE DIFFERENT DEaC-NATOR5 FOR 5HEAR WALL MATERIAL5, IAPA RATED SHT6. PLATE N/ NAILING,ANCHOR BOLTS AND HOLDOWN5. LOCATE HOLDOWNS AS CL05E AS POSSIBLE TO THE END #8"MIN.24/O EXP.I .T51LLOF THEDESIGNATEDWALL. 5THP14 WOOD ALL HpLDOYAIS,gqryryGGHOR BOLTS,WASHERS,d NAILS IN CONTACT WITH P.T.WOOD TO BE Te CONCRETE W.1/4'SO.WS5FER5 HOTIPPEDGALVZEDCO NECTFGUALORSI-3x OR(2)2xTOP N PLATES;NAIL SHEATHING TOPI = ONE SIDE PLYWOOD •L. • EACH S,NAIP2 = TWO SIDES PLYWOOD 3119ED GRADE NAIL SPACING SILL OPTIONAL BASE HEN1 FIR# MARK 7/16" OP 6 BTTI.ANG BLK6. PLATE 51MPSON MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES Ndl REDID. B0L ANG IORS NAILING (#/LF) #4 HOR!Z. PI-b" 8d 6' 12" 6" le"OZ. 2x4 5/8'a 48" o 45"S ENDS (2)I6d a 10' 240 " X IS"A .W/3'X3'Xly° (3)#4 VERTICALS a .B PLATE WASHER SEE DETAIL 2/61 U 6 0 PI-4' 8d 4" 12 4" 16"OZ. 2x4 1"..a 52" a 30"i ENDS (2)Ibd a'1' 344 T.tMBEDM�NT FOR STEEL LAYOUT y PI-3"** 8d 3" 12° 3" 14"O.G. (2)2x4/6 5/8"a 24" a 24"6 ENDS (2)Ibd a 5' 450 10 PI 2"** ad 2" 12" 2" 12"O.G. (2)2x4/6 3/4'a 24" a 18'<ENDS (2)16,16 5' 555 GONG.STEM WALL tt1 b' W Cf� P2-b"** ad 6" 12" b" 10'O.G. (2)2x4/6 5/8"a 24' WA (2)I6d o 5' 460 P2 4"** 8d 4" 12' 4" 8"O.O. (2)2x4/6 3/4"a 20' WA (3)I6d a 5' TOO �I Q \• P2-3"•* 8d 3' 12' 3" 8'O.G. (2)2x4/6 3/4"a Ib' WA (4)I6d a 5' 400 TOP OF SLAB - d - g- m �Iy z P2-2"•• 8d 2' 12" 2" 8'O.G. (2)2x4/6 3/4"a 12° WA (4)I6d o 4' II�O ° U W GONT.FOOTING PER PLAN py� **NOTE:WALLS WITH UNIT SHEAR OF 350#/ft.OR GREATER SHALL HAVE FRAMING (ff) > MEMBERS(STUDS E PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEM5ER5 OR(2)2X MEMBERS 6 PER 150 2015 AND 5DPW5-2015 4R.�IAL DESIGN PROVISIONS FOR WIND AND SEISMIC,CHAPTER �1 LATERAL RESTRAINT PANEL �� STHD HOLPOWN FOUNDATION g 4.3.T.1#4 EXPEGTION;(2)2X MEN18ER5 ARE OK IN LIEU OF 3X I STITCH NAIL DOUBLE STUDS AND PLATES T06ETHER WITH I SCALE: I" = I'-O" �GJ SCALE: N.T.5. I6d NAILS a 12"O.G.5TA&ERRED ON THE 5TUD FACE 4 1. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2.PLYWOOD MAYBE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3.SOLID BLOCK WITH J015T UNDER INTERIOR SHEAR WALLS. 5HEAR WALL NOTES T/Ib"055 OR PLYWOOD 5HEATHIN6-USE 8d COMMON OR 6ALVANIZED NAIL5. BLOCK ALL PANEL La.BLB STUDS• - H 5IMP50N A-35 CLIP j ED6E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY.NAIL a 12"O.G.TO ALL 2x BLOCKING INTERMEDIATE STUDS. WHERE 3'NAIL 5PAGIN6 15 5PEGIFIED AT PANEL EDGES,USE I-1/2"8d DROP TOP CHORD OF TRU'f SHORT NAILS OR 5X STUDS WITH bd COMMON NAIL5. FOR 2"NAIL 5PAGING,USE 3X 5TT1D5 SHEARYIPLL PER PLAN TIE STRAP PER PLAN fU TO AGGEPi 2X6 OUTLOO-a- ER AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON ALL NAIL HOLES FILLED W "CCC... SEPARATE STUDS ON EACH SIDE. 3/4'MIN T*6 PLYWOOD S,8-FLOOR �COMMONNAIL I6d MAIL EA.SIDE LLI FLOOR PLYWOOD-USE 8d COMMON NAILS a 10"O.G.AT INTERMEDIATE SUPPORTS,6"O.G. GLUED*NAILED-NAIL a W®BE W AT ALL PANEL EDGES AND 4"O.G.AT ALL SHEAR WALLS,UNLE55 OTHERWISE SHOWN ON PLANS. *12'FED KI IDd NAILS so be O FLOOR JOIST5-JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE BOTTOM PLATE NALN5 Q CR055 BLOCKED AT 48"O.G.o EDGE5 W/(4) Od NAILS FOR THE FIRST BAY. DOUBLE MH FOR PER SHEAR HALL SCHEDULE PLA3"x 3" x 1/4"SG7UARE WASHERS AT ALL ANCHOR BOLT5.PLATE WA5HER5 TO BE INSTALLED WITHIN P SIEAERTK L�5(AEDULE Z 1/2 OF SHEATHING GABLE-END TRUSS PER PLAN '1/16°O55 OR PLYWOOD SHEATHING-STAPLE SCHEDULE - Lu O ALLOWABLE SHEAR VALUE-5 WITH HEM FIR#2 5TUD5 C 2"I6 CA.STAPLES a 15 GA 5TAPLE5 a 14 6A.5TAPLE-5 a ELMI TED AT P�I�AtD PI 4 BE T-ISSES OR RAFTERS m 3"O.G.-260#/ft. 4'O.C.-280#M. 4'O.G.-303#/ft. TYPE SHEAR WALLS,IF THE PER PLAN 2"O.G.-3b0#/ft. 2-1/2"O.G.-430#/ft. 3"O.G.-340#/ft. - PLYWOOD FMB.SPANS RM 4"O.G.AND IOd NAILS 2"O.G.-504#/ft. JOIST AND 15 NAILED TO BOTH a 6°O.G.-620#/ft. THE BOTTOM PLATE OF SHEAR - WALL ABOVE AND THE TOP FIELD 5PAGIN6:12"O.G.NAILS 4 STAPLES. PLATE OF THE WALL BELOW PER HOLDOWN5-IN5TALL 51MP50N HOLDOWNS OR U5P HOLDOWN5 AT THE END OF SHEAR WALLS W/THE EDGE NAILING PATTERN IN 5FEAR WALL TABLE 6 NAILI SHEATHING NG WHEN SHOWN ON DRAWINGS. SHEAR WALL SCHEDULE PER PLAN,SIMPSON 5THD14 OR U5P 5TAP14 51MF50N M5T36 OR LISP M5TI36 FLOOR R PLAN SIMPSON M5T48 OR 05P K5T248 SIMP50N HDUB OR U5P TDXIO(T6"ANCHOR BOLT MIN. PER PLAN 51MPSON A35 SIMP50N M5TC48B3 OR U5P M5TCB4B3 24"EMBEDMENT,3"BOLT INTO(3)2x4(6)) Am ANum ANGLE o 24"O.G. PER N-LE r:�: M s OVERHANG I FASCIA DOUBLE STUDS a HDLOOWN „ 2x STOP WAJ_I_a Ib"O.G. SH I ARWALL PER FLAN 1L_ z LIA STRAP HOLn:.':N iALI TO WALL TYPICAL SHEARWbLL TO ROOF CONNECTION � SCALE: N.T.5. a+ u 0 L L Q I date: 6-�5-21 permit: revis Ions: drawn b LMD checked.by: MWJ Sf-IE�T oI= LI LI •**#Plan*Review *•*#•• By City ofArlington