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Home My WebLink About124 N Stillaguamish Ave_BLD4215_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 124 N STILLAGUAMISH AVE BUILDING PERMIT Permit#: 4215 Parcel#: 00455400501600 PERMIT EXPIRES 180 DAYS AFTER Scope of Work: Construction of new SFR DATE OF ISSUANCE. OWNER Valuation:403779.00 APPLICANT 116 STILLY LLC Stilly 3 LLC CONTRACTOR 903 200TH ST NE Acme Homes 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 MECHANICAL CONTRACTOR LIC:ACMEHHL859RC EXP: 12/03/2021 PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence STORIES: CODE YEAR: 2018 2 CONST. TYPE: VB DWELLING UNITS: 1 BUILDINGS: OCC GROUP: R-3 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 I10/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. 14- Signa ure Print Nam Date Released By Da e CONDITIONS Permit#: 4215 Permit Date: 10/26/21 Permit Type: Project Name: Stilly 3 Lot 18 Company/Applicant Name: Stilly 3 LLC Company/Applicant Address: 10211 180th St SE v-1 City, State, Zip: Snohomish, WA 98296 J \ Contact: Robert Cumming/Kristi Kyle C1J 2 J 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: M 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 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development O' 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 W Plat: Giffords 1st Addition to Arlington LA G a {AQ.1 M+%LxN 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:_ L4 3.11 �l 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 Kristi Kyle ACMEHHL859RC 12/03/2021 e Contact Person: y License Number. Expiration: Received SEP ® 8 2021 'BI_O - y2_%5 6/16LP Page 1 of 3 RESIDENTIAL PE RMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x KITCHEN 2 ❑ Sink (1.5) x 1 ❑ 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 1 ❑ Water Heater x 1 J Hose Bibb (2.5) x 2 Water Heater Model# ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: inch — Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: L} 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 p 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+) Model# AFUE /ASSPp Heat Pump Model # M AZ-ICay NE�1�Z D.-L1LSEER jjQ.0 N#rr ❑ AC Unit Model# r _ SEER ❑ Type II Hood Di Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler Solid-Fuel Appliance ❑ PV System ''T Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ %CU00g (41-Ats¢¢.l 1.000 gri Pipe Material: Pipe Size: _ Total BTU's of all Appliances: 30.100 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 tA SU ,,S 1CZ-3G2��1� tZ L Date: S• 2) � -- f - 6 Page 3 of 3 NASH &ASSOCIATES ARCHITECTS PLAN 2165 BEAM, LATERAL and SEISMIC CALCULATIONS RC-Fa19TEi2ED AR—HIT11 T MtG YNE JOHN50 9TA7E OF WA9HINIWOH ONF I C A" Copy 2018 IBC JULY 2021 Received 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 S W".NASH—MCffl=TS.COM NASH & ASSOCIATES ARCHITECTS BEAM CALCULATIONS 2018 IBC 8003 118th Ave. NE. Kirkland. WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM CLIENT: II NASH t 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*I(I) E = 1.800,000 8003 118th Ave. NE. Kirkland, RA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 LOFT RB-1 Date:7/13/21 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=2.5 in2 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 TLActual Defl L/702 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in 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 si) Fv(psi) E(psi x mil Fcl(psi) Values Reference Values 900 180 1.6 625 Adiusted Values 1170 180 1.6 625 A0justments CF Size Factor 1.300 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:325 Uniform TL: 520 =A Uniform Load A R1 =1578 R2=1578 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 CVRD.PORCH PB-1 Date:7/13121 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 ILL 528# Reaction 2 ILL 528# Beam Wt per ft 7.87# Reaction 1 TL 887# Reaction 2 TL 887# Bm Wt Included 94# Maximum V 887# Max Moment 2662 W Max V(Reduced) 773# TL Max Defl L/240 TLActual Defl L/642 ILL Max Defl L/360 LLActual Defl L/>1000 Attributes Section in') Shear(in') TL Defl(in) ILL 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) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loa ds Uniform ILL:88 Uniform TL: 140 =A Uniform Load A R1 =687 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 Se! c'0 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=2.4 inz R2=2.4 in2 (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 TLActual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section W 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(psi) Fv(psi) E(psi x mil Fc!(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 tusrinents 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 L Uniform Load A C 0 R1 = 1520 R2=1520 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 SeamChek 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 in2 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 W Max V(Reduced) 646# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section W 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 26% 16% 3% 4% Fb(psi) Fv(psi) E ( si x mil Fc L Osi) Values Reference Values 900 180 1.6 625 Ad'usted 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 CI 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 5-1/8x 12 GLB 24F-V4 DFIDF Lu=0.0 Ft i Conditions NDS 2015 Min Bearing Area R1= 1.5 in2 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 W 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(inz) 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 R1 =945 R2=540 SPAN=I8FT 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 in' 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) 3613# TL Max Defl L/240 TL Actual Defl L 1400 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 l (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 /dj is ents 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—ARCHITECTS.COM FLi CLIENT ;NASH&ASSOCIATES WIND AND SEISMIC DESIGN DATA PROJECT`. A R C H I T E C T S PER 2018 IBC DATE: NAME: WIND DE516N CRITERIA DESIGN PER ASCE 1-16 I. NOMINAL/ULTIMATE WIND SPEED V/asd /Vult 85/110 mph 2. RISK CATEGORY II 1.00 3. WIND EXPOSURE CATEGORY "B" 4. INTERNAL PRESSURE COEFFICENT +/-55 5. COMPONENTS AND CLADDING DESIGN PRESSURE +/- 16 psf BUILDINGS, STRUCTURES,AND PARTS THEREOF SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STRENGTH DESIGN, LOAD, AND RESISTANCE FACTOR DESIGN,ALLOWABLE STRES5 DESIGN,EMPIRICAL DESIGN OR CONVENTIONAL CONSTRUCTION METHODS,AS 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 16041 AND A5GE 1-16 WIND DESIGN PER PART 2 "ENCLOSED 51MPLE DIAPHRAGM BUILDINGS PER ASCE 1-16, 5EGTION 21.4 (BUILDING HEIGHT 15 LESS THAN 160 FEET)- 51MPLIFIED METHOD 110 MPH ULTIMATE WIND SPEED USE Iq.6 P5F PER TABLE 215.1 "EXPOSURE B"- 110 MPH (L/B- .05/1= Iqb ph- PAGE 288) WOOD DESIGN PER SECTIONS 2304-2306. STRUCTURES USING WOOD SHEAR WALLS AND DIAPHRAGMS TO RESIST WIND,SEI5MIG,AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANGE WITH AF 4 PA 5DPW5 AND PROVISIONS OF 5ECTION5 2505-2506 5E15MIG DE516N DATA DESIGN PER A50E 1-lb/CHAPTER II I. SEI5MIG IMPORTANCE FACTOR Is 1.00 2. SHORT PERIOD ACCELERATION Ss 15 "see footnote at bottom of page (0=1.0) 3. 1 SECOND ACCELERATION 51 0.148 "see footnote at bottom of page 4. SITE CLA55 D (default class per IBC and section 11.4.3) 5. SPECTRAL RESPONSE COEFFIGENT Sp, OAl2 *see footnote at bottom of page 6. SPECTRAL RESPONSE COEFFICIENT Sp 0.148 *see footnote at bottom of page 1. SEISMIC DESIGN CATEGORY D (per table 11.6-1 AND table 11.6-2) 8. SEISMIC FORGE RESISTING 5YST EM PLYNOOD SHEAR WALL5 q. DESIGN BASE SHEAR (see seismic calculations) 10. SEISMIC, RESPONSE COEFFICIENT Gg 0.15 11. RESPONSE MODIFICATION FACTOR R 6.5 12. ANALY515 PROCEDURE EQUIVALENT LATERAL FORGE 15. RISK CATEC70RY II (table IS-1) THE ANCHORAGE OF WALLS SUPPORTING CONSTRUCTION SHALL BE BE DESIGNED IN AGGORDANGE WITH ASGE 1-16,SECTION 12.14 IN STRUGTTIRES ASSIGNED TO SEISMIC DESIGN CATEGORY C-F,COLLECTOR ELEMENTS AND THEIR CONNECTIONS TO VERTIGAL ELEMENTS SHALL BE DESIGNED TO RESIST MAXIMUM EFFECTS AS SPECIFIED IN ASGE 1-16, SECTION 12.14 BASE SHEAR V= (F Sps/f) W ANCHOR BOLTS, 5/5" DIA X 10", A301 OR BETTER W/1" MIN. EMBEDMENT.V= 1104#/BOLT " PER U565, THE MAXIMUM S1 IN THE STATE OF WASHINGTON 15 0.148. ALL SEISMIC DESIGN VALUES USED IN THIS ANALY515 ARE BASED UPON THIS NUMBER. SINGE 5115 LESS THAN 0.15,THEN USE SEISMIC CATEGORY D IF RISK CATEGORY 15 I, 11,OR III 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCE=TS.COM A B use' � use• 14.6 psP N N N N El FRONT M-EVATION I - I � I El aX al I F d I � Ill y I I I p I I LL a a, y I I I _ I � °o J � z � Q � A B M N i`rOOta i"M / Lr a r/ IS as I 1 I I I I t I I IZy I I I I ' I�jup9a• I I ' M L—————————————--—————J a•� F --- — - ---- -- --- --- O 4 W ? MW I I I .Y. as t l l l l l l l I t t l t l l r� a.n Y ILV -- ---- r II II II II II i� ra I I �� II II II II II II a HOIDDOHN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP MAIN FLOOR T-1 STHDI4/14 RJ 24-16d SINKER_ - HF/SFF T-2 MST45 (34)-16tl (2)2 4/2X6 STUDS HF/SPF T-5 MSTA55 (26)-IOd (2)2x4/2x STUDS HF/5— T-4 MSTC4 5-9 (S6)-IOd HF/SPF V V 7-5 HDU6-51P52.5 1 (20)SDS 1/4" 4x6 PST ?/$•ANCHOR X 2-1/2" BOLT A B r � N I� C1 i I I I I n I I 2 II �' w II ih t III 0 111 �I� I I } II I 11 II l--- 11 - 11 - II �II II HOLJ7E70 PI w--,HEDUI-E MARK HOLDO"W FASTENERS WOOD MEMBER ANGHOR UPPER PILOOR STRAP THIGKNE55/SPEGIES 4Fpl11GEp T-1 STHP14/14 RJ 24-16d SINKER- (2)2X4/--b s -- HF/SPF 7-2 MS745 (34)-16d (2)2X4/1X6 STUDS 1-F/S T-3 M5TA36 (26)-IOd (�)�X9/1X6 STUDS HF/SFF T-4 MSTG4BS3 7-5 HOU5-50,52.5 (20)SAS I/4" �X X6 STUDS 7111 ANGHOR X 2-I/2' BOLT CLIENT: N m*ASSOCIATES LATERAL DESIGN DATA PROJECI`. ARCHITECTS DATE: NAME: 1 SHEAR UNIT SHEAR LINE LEVEL TOTAL SHEAR FORCE(#) WALL SHEAR WALL LENGTH(ft) 0/110 TYPE W H P Abv. A 2 12-5 x 6.5 x 1916 + 6 = 160-51 27 1 12.5 x 9.5 x 19.6 + 1592.5 = 3920 24 .63.3 pi-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 .4 1 1 12 x 9.5 x 19:6 + 0 = 2234 4 5.5 106.3 P1-3" 2 2 11 x 6.5 x 19.6 '+ 0 = 1401 4 19.5 71,9 1 17 x 9.5 x 1'9:6 + 1401.44= 4566 8 18 7'25 7l,% P1-4" 3 2 24.5 x 6.5 x 19:6 + 0 = 3121-3 22.5 138.7'A ':e j' 1 22 x 9.5 x 19:6 + 1121.3 = 7211-T 16.5 437.4 P1-3" 4 2 13 x 6.5 x 19:6 + 0 = 1656.2' 6 27E P1-4' 1 13 x 9.5 x 19.6 + 1656.2 = 4076,81 6 679i P2-" 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 Lm I WWW.NASH-ARCHITECTS.COM SHEAR WALL. !BCHE �)UL F- PER 2018 IBG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWN5 AS OL05E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWN5, ANCHOR BOLTS, WA51 IER5, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO 51DE5 PLYWOOD NAIL SPACING P-35 SILL OPTIONAL BASE HEM FIR#2 MARK '1/16" OP 4 BTM.ANCHORS BLKG. PLATE 51MPSON MA5AP PLATE VALUE PLYWD. EDGES FIELD PLATES dgelatl tZEQ'D. ANCHOR BOL ANCHORS NAILING (#/LF) PI-6" 8d roll 12" b" 15,10.0. 2x4 5/8"0 48" 1 ® 48" 4 ENDS (2) Ibd 0 10" 240 PI-4" 8d 4" 12' 4" 16" O.G. 2x4 5/8"0 32" ® 30" 4 ENDS (2) Ibd 01" 344 PI-3" *• 8d V. 12' 3" 14" O.G. (2) 2x4/6 5/8"0 24" ® 24" 4 ENDS (2) Ibd®5" 450 PI-2" ** 8d 2" 12" 2" 12" O.G. (2) 2x4/6 5/4"0 24" ® 18" 4 ENDS (2) Irod®5" 585 P2-roll ** 8d 6" 12" 6" 10" D.G. (2) 2x4/6 5/8"® 24" WA (2) Ibd 0 5" 480 P2-4" '* 8d 4" 12" 4" 8" O.G. (2) 2x4/6 3/4"0 20" WA (3) Ibd®5" 100 172-3" ** 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4"® Ib" WA (4) Ibd®5" 400 P2-2" ** 8d 2" 1 12" 2" 8" O.G. (2) 2x4/6 3/4"0 12" WA (4) 16d 0 4" 11-70 "*NOTE: WALLS WITH UNIT SHEAR OF 350#/Ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS OR(2) 2X MEMBERS PER IBG 2015 AND 5DPW5-2015 PER SPECIAL DESIGN PROV1510N5 FOR WIND AND SEISMIC,CHAPTER 4.3.1.1 #4 E:XPEGTION;(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. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR HAI15. SHEAR WALL NOTES 1/16" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOGK ALL PANEL EDGES. LONG DIMEN51ON5 OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.G. TO ALL INTERMEDIATE 5TUD5. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL ED6E5, U5E 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, U5E 3X 5TUD5 AND 5TA66ER PANELS. WHERE PLYWOOD 15 2 51DE5 OF WALL, JOINT5 TO FALL ON 5EPARATE 5TUD5 ON EACH 510E. FLOOR PLYWOOD - USE 8d COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS,6" O.G. AT ALL PANEL EDGE5 AND 4" O.G. AT ALL SHEAR WALL5, UNLESS OTHERWISE SHOWN ON PLAN5. FLOOR JOISTS - JOIST PARRALLEL TD FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GRO55 BLOCKED AT 48" O.G. ® EDGES W/(4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WA5HER5 AT ALL ANCHOR BOLTS. PLATE WASHER5 TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/I6" 055 OR PLYWOOD 5HEATHIN6 - STAPLE 56HEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR#2 5TUD5 2" 16 GA. STAPLES ® 15 GA. STAPLES ® 14 GA. STAPLES 3" O.G. -280 #/ft. 4" O.G. - 280#/ft. 4' O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" D.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 5PAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWN5 - INSTALL SIMPSON HOLDOWNS OR U5P HOLDOWN5 AT THE END OF SHEAR WALL5 WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHDI4 OR USP 5TAD14 5IMP50N M5T3b OR U5P M5TI36 51MP50N M5T48 OR U5P K5T248 SIMP50N HDUB OR USP TDXIO (36" ANCHOR BOLT MIN. 51MP50N MST048B3 OR USP M5TG54B3 24" EMBEDMENT, 3' BOLT INTO (3) 2x4(ro)) CLIENT: NASH&ASSOCIAM 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#/ft3/4' T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 @ 16" o.c. - 2.30#/ft 2x10 ® 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00##/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 @ 16" O.C. - 1.37 #/ft Total 5.10 #/ft R-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-ARCETrECTS.COM CLIENT: I� NASH&ASSOCIATES SEISMIC ANALYSIS PROJECTC II ARCHITECTS DATE: NAME: 2 2nd Level: Roof. Asphalt/Cedar Shake 10 #/ft x 1058 SF = 10580 Tile 18 #/ft 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 i = 2747.2 (12) Total: = 18983.2 or 19'i k 1st Lexel: Roof. Asphalt/Cedar Shake 10 #/R x 419 SF = 4.190 2nd Floor. 18 #/ft'x. 1058 SF = 19044 L 1/2(h) (E2) Exterior Walls: 175 x 10#/SF'x; 4.5 +, 5656 = 13531 (El) (12) Interior Walls: 65 x' 8#/SF x 4.5 '+ 2747.2 = 5087.2 (11) Total: = 41`8522 or 41.9-k 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT II ARCHITECTS DATE: NAME. 3 Wdl Cs V LEVEL 2: 1.91 x 0113 = 2;5 LEVEL 1 4,1.9 x 0:13 = 5.4 TOTAL: 60,91 x 0.13 zj 7.9 SHEAR @ STORY LEVEL DEAD LOAD HIGHT MOMENT Fx= REMARKS h (Wdl) ( ) (Wdl)(h) [(Wdl)(h)]V/ [(Wdl)(h)] ALPHA I NUMERIC 2 19 18 342 48% 3.791 2 1.9 3 1.3 1 41.9 9 .377.1 52% 1 4.11 2 2.1 4 1 TOTAL 1 60:91 1 719.1 100% 1 7A 8003 118th Ave. NE. IGrkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM I 7; CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: 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 RIGHT 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 52 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 1120,69E - 4 1.3 0 1.3 6 217 155 276 808 2230.08 P14" LINE LINE WALL j Vmax OVER SHEAR LEVEL LINE SHEAR TOTAL P> 1 SEISMIC(31ft WIND WALL) TURNING SHEAR ABOVE LENGTH ' V 11.4 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 4181 299 406.3 9 3656.7 P1-3" 2 1 1.3 2.3 18 1281 91 253.7 9 2283.3 P1-4" 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM CLIENT`. II NMH&ASSOMIN SEISMIC ANALYSIS PROJECT. II ARCHITECTS DATE: NAME: 6 Redundancy Factor (p): 1. MAXW M ALLOWABLE WAIL SHEAR FOR P<=1 VUMAX = (2)(VACCSTORY)/ABTA 2( 7.9 ) 15.8 Vumax = = 38.4 = 0.4 1477 2. MAXIMUM ACTUAL SHEAR VUMAX = LARGEST SEISMIC WALL SHEAR 0.4 > 0.357 3. P = 2—(2(VACCSTOR7)/(VUh"(AB'A) P = 2 [ 2( 7.9 ) ] = 1 ( 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). Prof !!q Dion Contact Information Plan 2165 Mike Johnson Nash&Asso Architects michael 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.L1 R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling e I 49 0.026 -Wood Frame Wall 9,h 21 int I 0.056 Floor 30 0.029 I Below Grade Wall c•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-valuespecified in the table. b IThe 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. - J d R-10 continuous insulation is Tgulred under heated slab on grade floors.See Section R402.2.9.1. I For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth e 4 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 rp otecting foam plastics. For log structures developed in compliance with Standard ICC 400,log walls shall meet the requirements for g climate zone 5 of]CC 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. _. !FFICE COPY Received �-LAz,5 Prescriptive Path—Single Family 2018 Washington State Energy Code-R 1 i 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 Credits-select ONE Options Fuel Normalization Descriptions heating option User Notes P 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` I 1.0 0 Electric Heat Pump 3 Electric resistance heat only-furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 I ❑ L 5 All other heating systems -1.0 ❑ Energy Credits-select ONE Energy Credit Option Descriptions energy category from each Options a g ry I _ 1.1 NIMOMDu[tf1ffl0 ?? ®De 0.5 i ❑ 1.2 1 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 M ' 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 1 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 0 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.la High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficieny HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.61 Hi h Efficiency HVAC 2.0 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 Options Energy Credit Option Descriptions(cont.) eneeargy oaption from User Notes _ �r 5.1' Efficient Water Heating I 0.5 ❑ 5.2 Efficient Water Heating 0.5 1 ❑ 5.3 Efficient Water Heating 1.0 1 ❑ 5.4 Efficient Water Heating 1.5 1 ❑ 5.5 Efficient Water Heating 2.0 0 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy(3 credits max) 1.0 Q 7.1 Appliance Package 0.5 Total Credits _ 1 6-01 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. Tease print only pages 1 through 3 of this worksheet for submission to your buii,. 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.coin Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) E=-] 0.0 0.00 Exempt Glazed Fenestration (15 sq.ft. max.) 1 0.01 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 e 6 B 17.8 3.56 GR Picture 0.28 2 2 ° 4 ° 16.0 4.48 Kitchen Single Hung 0.28 1 3 ° 4 6 13.5 3.78 Master Single Hung 0.28 2 13 " 5 ° 30.0 8.40 Powder Single Hung 0.28 3 2 " 4 ° 24.0 6.72 Mudroom Entry Door 0.28 1 3 ° 6 C 20.0 5.60 Stair Single Hung 0.28 2 3 ° 5 ° 30.0 8.40 BDRM Picture 10.28 6 2 ° 2 ° 24.0 6.72 Loft/BDRM Single Hung 10.28 7 3 ° 5 ° 105.0 29.40 Bath Single Hung 0.28 1 2 ju 3 ° 6.0 1.68 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 0.0 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 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 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 In ' Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/An:a 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&Asso Architects (425)242-7490 Heating System Type: OAll Other Systems Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions" Design Temperature Instructions Design Temperature Difference(AT) 47 Marys ale AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,165 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.5 18,403 Glazing and Doors U-Factor X Area = UA Instructions u ore 0.280 332 107.04 Skylights U-Factor X Area = UA Instructions 0.50 — Insulation Attic LR49 U-Factor X Area = UA Instructions 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 Figurel) U-Factor X Area UA Instructions R 2t IntormedatcJ 0.056 2,274 127.34 Floors U-Factor X Area UA Instructions 0.025 F 1,487 37.18 R-36 Below Grade Walls(see Figural) U-Factor X Area UA Instructions Below Grade Walls in this prajw 0.028 Slat b Below Grade("a Figure 1) F-Factor X Length UA Instructions 0.303 — No Slab Below Grade in thispfojee't. Slab on Grade(seeFiguns 1) F-Factor X Length UA Instructions Na Slab on Grade in this proiec• Location of Ducts Instructions Duct Leakage Coefficient Conditioned p o:c 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 0.6 x AT x 0.018 abev.<s.i4 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 (07101113) SUBDIVISION Guarantee/Certificate Number: Issued By: CHICAGO TITLE INSURANCE COMPANY 500128087 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 saw Countersigned By: { �� . Attest: SN I 0 ` AX i •.:. Marjorie Nemzura, Secretary Brent Aune Authorized Officer or Agent Received SEP 0 8 2021 Subdivision Guarantee/Certificate Printed: 10.22.21 @ 02:43 PM Page 1 WA-CT-FNRV-02150.624691-SPS-1-21-500128087 OFFICE COPY CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128087 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 $0.00 $0.00 $0.00 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: Stilly 3, LLC, a Washington Limited Liability Company 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/Certificate Printed: 10.22.21 @ 02:43 PM Page 2 WA-CT-FNRV-02150.624691-SPS-1-21-500128087 EXHIBIT "A" Legal Description For APN/Parcel ID(s): 004554-005-016-00 IOP LOT 18, 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 @ 02:43 PM Page 3 WA-CT-FNRV-02150.624691-SPS-1-21-500128087 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128087 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 @ 02:43 PM Page 4 WA-CT-FNRV-02150.624691-SPS-1-21-500128087 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128087 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 @ 02:43 PM Page 5 WA-CT-FNRV-02150.624691-SPS-1-21-500128087 N " RESIDENTIAL PERMIT APPLICATION ® Department of Community & Economic Development , Cs�� 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. Pro ect Address: %XX Stillaguamish Ave,Arlington WA (. o Plat: Giffords 1st Addition to Arlington j _ u G N {,`Q-V O�d1tN1 Single-family ❑ Duplex ❑ Townhouse U Addition ❑ Accessory structure Proposed Area: 15` Floor: 1107 SF 2nd 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: 1 C_.® 0_ 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 Kristi K le ACMEHHL859RC 12/03/2021 Contact Person: y License Number: Expiration:— Received SEP 0 8 2021 'BI_D - y215 6116LP Page 1 of 3 0DI-muto 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 1 ❑ 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 1 Water Heater x 1 CI Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continuedj Proposed Water Piping Size: `inch Proposed DWV Material: t{aj�+ Proposed Piping Material �G� Proposed DWV Size: _ • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 Y °� RESIDENTIAL PERMIT APPLICATION • Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 - Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model# AFUE Qp Heat Pump Model # t`i1 X2'3Cat-\Nf)1H2a 44SEER 20.0 �SP 10.0 ❑ AC Unit Model# — SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBO ❑ Storage Tank ❑ Freestanding Stove TA Gas Piping ❑ Other - Gas Piping Information Not Applicable: F_J 66 (4 Q.l006A �� 1�0 Pipe Material: Pipe Size: _ l Total BTU's of all Appliances: 3D.100 N - __ 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 B Cumming Print Applicants Name: 6/16LP Page 3 of 3 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 124 N STILLAGUAMISH AVE Permit#: 4215 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: I 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. L6 Signa ure Print Nam& Date Released By Da c CONDITIONS -The gable vents should match the( ,m of the building and be located on both the. t 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 Building Plan Review $2,634.14 11/24/2021 State Surcharge-1st DU $6.50 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#: 4215 Permit Date: 10/26/21 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Stilly 3 Lot 18 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 124 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 Building Plan Review Table 4-2 $2,634.14 State Surcharge- 1st DU Residential- 1st Unit $6.50 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: 124 N Stillaguamish Avenue Amy Rusko 10/26/2021 Add Planning and Civil comments from Zoning Verification to permit Raelynn Jones 10/26/2021 Credit for Arlington SD Mitigation fees for this lot for existing SFR Raelynn Jones Uploaded Files Date File Name 11/24/2021 10188894-4215 Issued Permit.pdf 10/26/2021 9977873-4215 Application.pdf Date: 03/13/2026 Permit#: 4215 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 124 N STILLAGUAMISH AVE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: 18Block: 5 WRITTEN DIMENSIONS ON TIIG DRAWING GIL4LL NAVE P ON5—NCE OVER 770 DIMBJSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETV.PERTAINING r0 THE WORK BEFORE PROVEEDINS.TIE!OWNER MST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR LONDITONS SHOVN ON TIESE DRAWIN65.ANY SI1GH VARIATION A EE RESOLVED Br TIE OWNER PRIOR To PROCEEDING WITH TIE WORK,OR THE VONiRAVTOROR SNALL ACCB'T FULL RESFOh9181LITY FOR n IE C05T TO RECTIFY SAhE. I RE�IHTEl*m 2X5 BARGE BOARD - - W/IX2 TRIM - - - HEIGHT OF 97RUGTURE BOARD AND BATTEN 2 51DING-IX5 BATTEN5 HORIZONTAL 5IDING 8 O 16"O.G. PLYWOOD OR HARDI-PANEL BEHIND WHERE SHOWN ., ... UPPER FLOOR P.L. W a 4 INCH WINDOK'DOOR TRIM TYPICAL ALL - IX4 CORNER O ,3 FOUR SIDES UNLESS jYa OTHERWISE NOTED / METAL ROOFING ®FRONT PORCH _ _ _ FIN.PLR.UPPER MAIN FLOOR P.L. ¢>i7 (S.aJ T T PIN.PLR MAIN J J H W FRONT 'S' �= o NOTES: SEE GENERAL NOTES SCALE`., 1/4" I'-O" = Z I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, SQUARE FOOTAG�S W O .CEDAR OR PAINTED c MAIN 11 0-1 J/ib� Z.CAULK AND SEAL ALL WINDOW/DOOR UQP�R IOSS V m AND EXTERIOR EV NELOPE TOTAL 265 _ PENETRATIONS. 5.GLAZING PER STATE ENERGY CODE. GARACGE 570 4.PROTECTION FROM DECAr 15 RE(MUIRED FOR ALL GOB/-Rr 108 �"OAE50VEOD 'Ne CONCRETE AND VqALL STEPSAPORGHE55 5LAB5 N PORCH PATIO SLABS,AND SIMILAR HORIZONTAL 51JRFAGES EXPOSED TO THE WEATHER y 5.REFER TO ALL ELEVATIONS FOR ADDRESS NOTE: TYP IGAL NOTES. ADDRESS NUMBERS SHALL BE tn 6.S.G. - 5AFETr GLAS5 A MINIMUM 4"HIGH WITH A Z MINIMUM STROKE WIDTH OF I/1" Z AND TO BE ON A CONTRASTING BACKGROUND PER IRG 51-1.1 (V O O UPPER FLOOR P.L. Il W lL n L- L m d data: permit, FIN.FUR.UPPER rOVlelone: MAIN FLOOR P.L. �}C��• �v�„y6� Voot� v VLJ `E5r drawn by LMD Gheckad by. MWJ J - - - FIN.FLR.MAIN Q FIN.FLR.6ARA6E 1 FOYER N OFFICE COPYAk �� 8 CITY OF ARLINGTON REAR. 1=—LE\/A7ION BUILDING DEPARTMENT SEE GENERAL NOTES SCALE, I/4" I'-O" APPROVED *** ***•"***'**•*******^' DATE_� Bv_�_ Plan Review By NO CHANGES AUTHORIZED City ofAdington UNLESS APPROVED BY THE BUILDING INSPECTOR ***********xxxxxxxxxx**xxx SEP�8,:ii21 � eAew�r1io n P I�•�ng WRITTEN DIMEN51015 d THIS DRAWING 5NA1L NAVE PRELEDENLE d✓ER SLALID DIMENSIONS. GONTRALtOR SHALL VERIPY ALL DIMENSIONS,LONDITIONS,ETL.P32TAININ6 TO TE WORK Dl F l PRCLEEDINS.TIE OWIEFt 1—BE NOTIFIED GF ANY VARIAtIONS FROM TE DIMENSIONS NJD/OR LONDITIONS 5HOWN ON TIESE DRAWINGS.ANY YGH VARIATION SHALL BE REsoLVEo er rNE owER PRIOR ro PRaEEDINz wITH nE wLRK,aR n+E.oNrRALroR sNAu ' AL:.EPf Ps..RE�cNs;elutt FaR TrE cosr to RELnFr snrE I2X5N I BARGE BOARD VV �'L�wRYle X2 TRIM — — — HEIGHT OF STRUCTURE 12 5HN16LE ■ HORIZONTAL 51DIM, b SIDING WHERE WHERE SHOWN SHOWN .. [� m UPPER FLOOR P.L. - 4 INCH WINDOW/DOOR TRIM TDIGAL ALL IX4 CORNER 7 ry O H FOUR SIDES UNLESS OTHERWISE NOTED METAL ROOFING a FRONT PORCH _ _ _ _ FIN.FLR.UPPER MAIN FLOOR P.L. ��I D �� 7 w P 4/1 ,/1 u FIN.FLR.MAIN V J J W FRONTON 'C.,' es- 2 0 NOTES: SEE GENERAL NOTES SCALE: 1/4" = 1'-0" I. ALL WOOD EXPOSED TO WEATHER Z SHALL BE PRESSURE TREATED, SQUARE 'FOOTA6ES `y Q -CEDAR OR PAINTED MAIN 2.CAULK AND SEAL ALL WINDOW/DOOR IO-I ■ m I AND EXTERIOR ENVELOPE UPPER 1055 PENETRATIONS. TOTAL :2165 ,. 5.GLAZING PER STATE ENERGY GORE. GARAGE S-IO 4.PROTECTION FROM DECAY 15 REOUIRED FOR ALL GO�/ERED Ice,WOOD SIDING W L AND AL FRAMING LESS THAN 2"ABOVES CONCRETE STEPS,PORCH SLABS, 1 PORGi--V 1 - ■ ■ PATIO LABS,AND 51MILAR HORIZONTAL 5URFAGES EXPOSED TO THE WEATHER 5.REFER TO ALL ELEVATIONS FOR ADDRESS NOTE: TYPICAL NOTES. v ADDRESS NUMBERS SHALL BE it in� 6.5.G. = SAFETY&LASS A MINIMUM 4"HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" z AND TO BE ON A GONTRA5TING ■ BAGKCROUND PER IRG 51-1.1 ■ /�■ O 6 � W z UPPER FLOOR P.L. 0 - L 10 Q ■ - data: 6-�8-21 pormlt: FIN.FLR.UPPER ravlslons: MAIN FLOOR P.L. Q drawn by: LMD is SJ chockod by: MWJ FIN.FLR MAIN A I • O FIN.FLR.GARAGE i FOYER ry O REr%R ELEVA710N SEE GENERAL NOTES ■ kk k«k*kk«xxxkxxk«« 1an Review BY I I k«City of Arlington kkkk«««kkk«kkik L W 1—DIMENSIONS ON TNI9 DRAWINS SHALL HAVE FREGEDENOE OVER SEALED DIMEN510N5. LONiR.ALTOR 51441E VERIFY ALL DIMENSIONS,NOTIFIED F A ETC.PERTAINING TO Tlff WORK BEFORE PROOEEDING.THE Oh MUST BE NOTIFIED OF ANY VARIATIONS FROM Tiff DIMENSIONS Alm/OR LONDITIO FOR SHOWN ON T1E5E DRAYVIN65,ANY 511DH VARIATION SHALL BE _. RESOLVED BY T1ff OWNER OR R R FFOG TO T TO Tiff WORY�.W OR TIE GONTRAOTOR SHALL ACCEPT PULL RESFON5IBILITY FOR THE L05T TO REOTIPY SA1E. 1 /,IL R�IlTGRBD I` RGHITGGT —METAL FASCIA W TER r7,� UPPER FLOOR P,L. ��I{ � Pj FIN. 9L it r R PIN.FLR.MAIN Q — — — — — FIN.PLR.MAIN tV FIN,FLR.bARA6E 1 FOYER J y 5W Lr=PT ELEVATION = z - SEE GENERAL NOTES SCALE: 1/4" . I'-O" W O m V � 4 ASPHALT COMP.SHINGLES ON I-FELT Ln -- z = �C > —_ __ UPPER FLOOR P.L. _ -A w — permit) PIN.RR UPPER - __ - - -- rovlelone: MAIN FLOOR PL. chockee by, MWJ LKI'Llt.MAIN O� �v RIGHT ELIEVA7I0N SEE GENERAL NOTES SCALE: 1/4" «««Plan By City ofArlington WRITFEN DIF@NSIdK ON THIS DRAWING SHALL HAVE FRELEDENCE OVER SCALm DIMENSIONS. CONTRPGTOR SHALT.VERIFY a1L DIMENGIONS,LOIIDITOIG,ETC.PERTAINING TD TB WORK BORE PROCEFDING.11£OWN9x M.5T BE NOIIFIm of ANY VARIAT015 FROM TIE DIMEN510Ns AND/GR LONDITOFG 5H04N ON T£SE ORAWIN6s.ANY 51.GH VARIATION 5HPLL� RESOLVED BY Tf£OMPER PRIOR TO F'RCCEEDIN6 WITi T$WORK,OR nff CONTRACTOR SHA1 I. " K EFT FILL RE�c`1LiEILITY FOR T£COST TO RECTIFY�v. - ��a�rJF.TIIe Tt E METAL FASCIA&UTTER UPPER FLOOR P.L. �/ /i❑ � rT�, g o❑ ❑ W S - - - FIN.FLR_UPPER MAIN FLOOR P.L.101 C P I FIN.MR.MAIN FIN.FLR.MAIN J _j tN FIN.FLR.6ARA&E<FOYER W O ❑ SEE GENERAL NOTES SCALE: 1/4" = 1'-O" W um ASPHALT COMP.5HIN&LE5 J ON I5M FELT ^ nl i , ��r L '^Z` Z � „ z UPPER FLOOR P.L. Ctu P�l 117/1111 . L Y 0 iL date: 6-28-�I permit: revis Ions: FIN.FLR UPPER --- MAIN FLOOR PL. - - - - - - - - - - - - - - - ls,v y "' HH i4i4 - �hecked by: MWrI L",R MAIN -- O� �v R I CSH-7 ELIEV'AT I ON SEE GENERAL NOTES SCALE: 1/4" P-O" >..*Plan*Review****** By City of Arlington lYA1TRN DIMENSIONS ON T115 OR NEH1, SHALL NAVE PRECEDENCE OVER SVALED DIMENSIONS. CONn7ACTOR SHALL VERIFY ALL DIMENSIONS,T FI DIT F ETV.P 1ATA 1,15 F TO TiE WORK EEPORE P ANp/IIIS.THE rkwe s ktAN BE NOTIFIED OF ANY VARIATIONS FROM,ff DIMENSIONS AND/OR COIB)ITI Im T OWI ON TffSE DRAWINGS.ANY SUCH VARIATION SHALL BE RESOLVED ST THE OWIER PF21CR TO FROCEDINS WTI TIE CR TIE CONTRPCTOR SHALL ACCEPT FALL RESPONSISILITT P'OR TiE LOST ro RECTIFY SAMEME. 251-0" �TI miHi 9 ERCD 6'-0" IQ'-0' TEcr -0' M-3 3 S 3 S 4 LA < LA T14 I—— S —, ----- TO ———————— NGRETE N.FOTING FOOTINISS e O.H.DCOR 1 1 -�IY Tr II W1�1 a I I I III��111 4 e P.T. a 6"2Xb LEDGER P, • I Ib FIT JOISTS in W,5DW5 SCREWS 3x\.� OZ. /4 <• I C/ 4'GONG.SLAB ON 4"GRANULAR BED ON STAMPED GRADE I I 4 U TABLE A307.8.1.3(2) — SLOPE 3"TO O.H.OR PLACEMENT OF LAG SCREWS AND BOLTS IN DECi(LEDGERS AND BAND JOISTS MWIMUM END AND EDGE p19TANCE8 AND 9PACING BETWEEN ROWB RpW 9PACING 1 BOTTOM EDGE ioP EDGE /°inch 2inches" la/a inches° GARAGE SLAB TO Ledger 2inches N BE STEPPED DOWN Bend J016[° inch 2 inches 2inches" I'/e inches° F = 2'FTtOM MAIN F.F. r L For Si:linch=zSA men. FOYER F.F.TO F.Leg xinch or bolts shell be amggered from[M1e top m the bmtom along the hodmntel ran of the dak ledge in accordanm wiN Figure R50]9.1.3(11. STEP DOWN 2' I I I b.Muimum 5 inches. FROM MAIN F.F. I — c. 12'-4" Forengirwarw dmioiab.ths menufac,i Mcormnandati—shall 9ovem. I I d.The minimum dismnm from bottom row of leg acmws or bale m the top edge of Ne ledger shell be in accordance wiN Figure R507.9.1.3(I 1. — r J STAGGER FASTENERS (2)2x12 Ng IN 2 ROWS _ ry 7-7) J55"MIN.FOR 2 X S' 'DISTANCE SHALL BE PERMITTED TO J® ® ® 8.5"MIN.FOR2X10BE REDUCED TO 4.5"IF LAG SCREWS 6"C+ONG.F'OUNDA ION WALL 7,V MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS T I - I L y ® ® ® REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X B LEDGERS TO 2 X 8 GON TING W / BAND JOISTS. y6)— ____ 2-MIN. / 3 B■ LAG SCREW OR BOLT 3/4"MIN. LEDGER For SL linch 254 n.�ii. m \ I — Figure 14.General Attachment of Ledger Board to Band Joist or Rim Joist .JC"• \ '� W 0 remove siding at ledger !A1 — = exterior sheathing prior to installation (2)2XI2 O m threshold mremlly Flashed and 31 STAIRS ABv. 4 Gi2AYVL SPACE existing stud-11 osulked to prevent water intension /' "' ledgerand joist Mush ontm./� \ I6RIL. F bMIL.BLACKVAPOR existing 2x band Joist continuous ashlng ry I _ GRWL. �. BARRIER TO TOP OF FTC. g I SPADE W/I2"LAP a ALL SEAMS n or 1"minimum Isaarlding Past joist ACCESS Iz 4x4 P.T.POST(4xb 0 BEAM_ EWP rim Jolet hanger ` I _ _ __.IN5.61N_5 N deck joist _ 5PLIGES)ON 90rs FELT ON 2"min. IS"xlb"xl0"GONG.FTC.U.NA. 1-5/a"min. — — - 5"max. 1/2'diameter lag 2"min. screws or — — — — — — 2x floor Joist, through-bobs with T wood I-joist. washers ———— - —or MPCWT .. _ 3x- _——— - a joist hanger '0 • P1-� Tx_ _ — i ^ existing 2x ledger board:must be greater / STUDS 2x12 FLR.J015T5 wall than or equal to the depth of the 1<i — 4 PLATES16'O.G. deck joist and no greater than the depth of the house band or rim joist L �•\ — — — — — �� 4 PLATES a I SHEAR NOTE: I.S%MATERIAL GAN BE USED FOR .. ALL MUDSILLS _ _ _ _ 4•%24"x10" 2.SET A DOUBLE 2X STUD BEHIND �6 POST EVERY 5THDI4 HOLDOWN GALLED OUT U ON THE FOUNDATION PLAN.SET HOLDOWN 1/2"MINIMUM AWAY FROM WALL CORNERS, .� WINDOW AND DOOR HEADERS.IT 15 IMPORTANT _ 4 O THAT THE FOUNDATION CONTRACTOR HAS THE LAIN OHORR PLAN N5.SHEET TO PROPERLY S.A MST45 STRAP WITH(2)1/2"BOLTS INTO — — — — — — — THe FOUNDATION 15 A PROPER PIX FOR A MISPLACED 5THDI4 HOEDOWN. NOTES. i — — — — — — —L—_J — — I revlS Ions: ALL WOOD IN CONTACT WITH CONCRETE a1 SHALL—PRESSURE TREATED OR CEDAR. — — — — — — PROVIDE CRAWL DRAIN s LOW POINT I T IN GRAWLSPAGE. I6•X6'%1D' 50LID BLOCKIN&UNDER ALL BEARINS WALLS. S 5LOPE ALL GONG.STOOPS AND/OR PATIOS 1/4"PER FOOT AWAY FROM DOORWAYS. BEARINb WALL ABOVE P.T.2xb LEDGER drawn by LMD ro N.7�p �FOUNDATION VENT CALCULATION 0 —00 I y' 110-1 SQUARE FEET 3.6G I I FDTN,VENTS, SIDE=�T 500 .57 Q 9° — — — — I 16 x�6 SCREENE -7 VENTS REOUIRED 7 A B 4',1}LIO 4 O r I SHEAR NOTEr b ------P}j•�'— — i7 —PZ-4•— /T----y _pia_ T O SEE SHEET LI FOR SHEAR WALL NQ(Y) Q A' a PLATES S ' S y-h NAILING SCHEDULE, 4 DETAILS. I6'WIDEX6' ES THICK C.ONTIN)dY HOLDDOINN SCHEDULE CONCRETE STRIP FOOTING MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNE55/SPEGIES RECIUIRED T-1 STH014/14 RJ 24-I6d SINKER (2)2X4/2Xb STUDS 6'-0' 4'1• 12'-b" HP/5PP T-2 MST48 (34)-Ibd (2)2X4/2Xb STUDS 25'-0• HF/SPF T-3 MSTA56 (26)-I Od HF/SPF(2)2X4/2Xb STUDS O U N=7 A T 1 O N PLAN T-4 MSTG48B3 (58)-IOd HF/5PP SEE bENERAL NOTES SCALE: I/4" I'-O" .: xxxxxxxxxxxxxxxxxx«««xxPlan Review T-5 HDUb-SDS2.5 (20)5D5 I/4" 4xb POST 7/5"ANCHOR BOLT B X 2-I y City of Arlington z-.txxxxxxxxxxxxxxxxxxYeerMR —-- e0irT cNSHALL VER FY�L DIMENSION5,NLONDIT ON5,ETC. EAININS TOTODTHEI col—CTOR WORK BEFORE PROCE]JIHG.THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS PROM TVe DIMENSIONS AND/OR CONDITIONS SHOYN ON THESE DRAWINGS.ANY SUCH VARIATION 5f1ALL f3E FEa x_V D BT TIE oHNS'PRIOR TO PROCEEDING WITH THE WORK,OR THE(ANTRACTOR SHALL A cI ei L RESPONSIBILITY FOR TFe COST TO RECTIFY 25'-0" �I~IX�V9-Y'LL.YIJG 4'-0" 2'-0" '"4�" 1615" '-42 }• I A• SA ! SA 16050 O.H.GARAGE DOOR I I Q o iGP0'; , O W I PLATES� L----- LINE OF O_H.DOOR ------- IN UPRIGHT POSITION ��111 t�••I NOTE5, F bARA6E F'LP ALL EXTERIOR WARM ALLS TO BE W 2 x 6 5TUD5- WALLS TO Be IaadIIH111111 2 x 4 STUDS O 24"O.G.TYPICAL. ALL HEADERS TO BE 4 X 10 OP*2 O UNLESS NOTED OTHERWISE. �\ 2 6 fV PUR-OUT HEADERS TO MATCH 2 X 6 2O MIN. - SELF V.2" WALLe. L051 ALL EXTERIOR HEADERS MUST BE LINE OF LOOK ABOVE INSULATED WITH R-10 INSULATION PER W5EG -... _ 3"STEEL iQnb MUDROOM J up BOLLARD FOR WINDOWS WITH OPERABLE OPENINGS MORE - Lpl „EAT0 v MINIMUM THAN"12'ABOVE THE FINISHED BRAD OR Sl1RFAGE UP 4 BELOW,THE LOWEST PART OF THE CLEAR OPENING RISERS DETECTOR B SHALL BE 24"MINIMUM A50. 1!THE FLOOR.FXGEPTIONS, 0 LEr FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT �\ PASS THROU&H OR WHERE PALL PROTECTION DEVICES T T ARE PROVIDED PER ASTM P 2090 OR R612.3 tL PI-4• SOLID SLOGKlN UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE O 0 BLOKING BETWEEN ALL 5T1 D5 AND Ih D J WATERPROOF SURROUNS TO a-12" 3,�n m J C WE FROM DRAIN. &LAZING,INCLUDINb MASTER LVTNO mH Q"o" i WINDOWS WITHIN•1 "OF DRAIN, N N y SHALL BE 5APTEY&LA59. SHOWER d N g i FLOW IS LIMITED TO I.15 6AL/MIN. BATH `�U 50 GFM W 50 GFMuj EXHAUST FANS LARGER THAN-PM MAY BE j�. ry N 4 CONNECTED TO 4'SMOOTH WALL VENT PIPE / •Op •■ FHERU�.NI�S DO NOIZTeEXCEELLD 20'UUIGCN LENbTH. m ---- a1 O DIAMETER WITH A MAXIMUMDRVN C �9' N AN \ y N TO COMBUSTION AIR REQUIRED FOR ALL I 5O m FUEL BURNING APPLIANCES r 8 POWDER % *N LINEN ry C in LEGEND. Y N<• 6RWL,� O O / IIOV Sc. 2860 BEARINb WALL / 6 m S SPACE m j ACCESS 3'-6" B BEARINb ABOVE FLOOR LINE ABOVE abe roAEed with ana fel light source to Q 4-0" i ! R303.7 Interior stairway illumination.Interior staff P 9 v tV ;Q LD..i POINT LOAD ABOVE .D r AI3V. illuminate the landings and treads.Stairway illumination shall receive primary power frnm the building wiring.The m --- --pppC MULTIPLE 2.STUDS light source shall be capable of illuminating treads and landings to levifls not less than 1 Foot- o POINT LOAD candle(11 lux)measured at the center of treads and landings.There shall be a wall switch at each floor level to J Q sMoKE DeTEGToR control the light source where the stairway has six or more risers. - MASTER N no INTERGONHScTED Exception:A switch is not required where remote,central or automatic control of lighting is provided. �J BEDROOM 611 W/BATTERY BACK-UP. '� / _ _. .fl Ifl Z PER IRG 514 fh US - ,.■ O CARBON MONOXIDE DETECTOR FOR ALL PERTY WALL5 LESS THAN 5'-0'TO THE T/ CZ p' «�• PER IRG 515 PRO LINETeRiCR�SLL TOP OF WINDOWS Q bA FILE NO.WP HION-PIKE TEST WP 8510 36 OPEN AT MAIN FLOOR d O HEAT DETECTOR NL FILE O. -4H,UL D FIRE TEST V4 PIJY RAILING TO E9 AT HERY - _ 'P 3x STUDS T UNLESS OTHERWISE O m v L D'T°o ax+r�i ei H rL t PLATES NOTED(OR TRANSOM) GARAGE NOTESr iHTri vTl `ws'A"HOTMro'mnrmTnFl-ATes. a 12'-b" In _ U x AIR HANDLER .n V I. &ARAGE/LIVI NO SEPARATION,USE PIx FRIcrIaN T 5/H"TYPE X'bWB AT CEILING/WALL. Tuve� 'ACm ATH�Ha A' DUCTLESS �`\ 5x STUDS WRAP PO5T5 AND BEAMS. ol¢roGloe.cee u.YeR ve•rTPe x Gv® MINI-SPLIT 4 PLATES 2.INSULATE ALL WARM WALLS AND _yIEWIrHTm urc LowTO SYSTEM — GEILINb. 9. DOOR BETWEEN 6ARAGE AND RESIDENCE SHALL BE 1-5/a, MINIMUM THICK SOLID WOOD LpYAa4e> x GYFeuM OR STEEL WITH SOLID OR HONEYCOMB GORE ®ALV1eI�TOwo�oP It.G p F N ry OR 20 MINUTE FIRE RATED EQUIPPED WITH A .rot 0 SELF CLOSIN'S DEVICE. �Cwo— TrnoraH M�Her rHlHu INTO DOE y 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE 0F -y'D oo loo" -a WALLS OR CEILINGS SEPERATINb THE RESIDENCE FROM m &BEAT l'6� HAVE NO OPENINGS INTO THE&ARAaE N ROOM KITCHEN 4 N 0 L Q 'U ��ALL HEADERS, SINK HEATING NOTE5, V' POST LOCATIONS,SEE I DW W DISP. data: SHEET A-5 I I 6-fib-�I i INSTALL PER p rJBY'IT11t: SH R -H AE 9OA I t H"PLATFORM V I /\ Ye VIB IOnS: 2 LAYERS 5/ 5/4"PLYWOOD II LAY ON SLLAB)PLATFORM r, SEE HEATINO NOTES OPTIONAL NOTES. 7 RAISE ALL PILOTS,BURNERS EL AND SWITCHE5-IH"MINIMUM ABOVE SLAB. FIREPLACE NOTE DININ& DIRECT RA rC, MREPLAGe w/ PAIR S.H. $Z�Qy( i ROOM drawn b LMD FACTORY BUILT FIREPLACE SHALL In W U I INN, e-hoak0aI b MWJ Be INSTALLED PER MANUFACTURER'S SPEGIFICATION5 AND SHALL HAVE APPROVAL LABEL ATTACHED 5/H°rrPE"x°bl^lS VERED q,� TO ROOF SHEATHING PORCH Q()' FACES 4 STOVES MUST BE 4 D.O.E.APPROVED 4 Be TESTED. P a N+n T ice TIPIED 4 LABELED AS SUITABLE FOR IREPL USE DURING A FIR5T STAB. bt 36"OPEN RAILING -- -- BUR"N BAN. T P2-4' h P2-4' T * SHEAR NOTE. O ' SEE SHEET LI FOR SHEAR WALL 3x STUDS '�' 3x STUDS S PLATES 4 PLATES NAILING 5GHEDULE, 4 DETAILS. PAIR SN. HOLDDOWN 5GHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR W-6" 3'$" 2'-3' 2'-3' 6'-3" 6'-3" STRAP THICKNE55/SPECIES REQUIRED T-1 5THD14/14 RJ 24-I6d SINKER (2)2X4/2X6 5TUD5 6'-0' HF/5PF -0" T-2 1-15748 (54)-16d (2) X4/2X6 STUDS HF/S2PF MA I N rLOOK PLAN T-5 M5TA56 (2b)-IOd (2)2X4/2X6 SUDS x «««««••«•«««+ HF/SPF 58e 61ENeRAL NOTES SGALI=. I/4" T-4 MSTG48B3 (38)-IOd HF/SPF ««Plan Review T-5 HDUB-SD52.5 (20)SD5 I/4° 4xb POST -I/8"ANCHOR By BOLT x a-v2„ City ofAr Ina on VRIT2N DII-ffN510N5 ON T1115 DRAWING SHALL NAVE PRELEDENGE OVHi SLALFD DIMEN510N3. LONTRAGTOR SNN.L VEiIFY ALL DIMENSIONS,CONDITIONS,ETL.PERTAINING TO Tiff WORK BEFORE PROLffDINa.Tiff OVfIER MUST BE NOTIFIED OF ANY VARIATIONS FROM I ff DIMENSIONS AIID/OR GOIR IMICR SHOWN ON THESE DRAWINGS.ANY^JKH VARIMION SHALL EE RESOLVBJ BY THE OIMER PRIOR TO PROCEEDING WITH TIE WORK,OR THE CONTRACTOR SHALL - AOOEFT FULL RESPONSIBILITY FOR THE COCi i0 RECTIFY SAIY. �71 RE�IMTERED 12"24F-V46L_5_______ IQ'-O"LONG �gt W a ' 4XIO V"2 L III O 'w v III C� F-i O I x ALL EUILT UP STUD/COLUMNS USE a Ibd NAILS•1211 O.G. 5TAGGERED , �g TO ATTACH MEMBERS.NAILING 15 p I 5kVx12*24F-V4&LB TO OCCUR AT THE FACE OF THE R FLUSH W/JOISTS STUD C516 57RAP BOTH SIDES OF "r 25'O"LONG BEAM TYPICAL AT BEAM TO WALL/P05T CONNECTIONS (2)2.12 + B-2 f' J W sm dc ad Lu Im IIIIIIII - 1I I I I I I I I I I I I I I L R NOTES. - - - - ALL EXTERIOR WARM WALL5 TO BE 7 (2)ZXI2 2 X b STUD5 i 24'O.G.TYPICAL. -- - - - - - - - INTERIOR WALL B S TO E 2 X I DS A - - - - - X STU • L O.G.TYPICAL. - —_r— — ALL HEADERS TO BE 4 X IO D1N2 I' L — — — 7 UNLESS NOTED OTHERWISE. FUR-OUT HEADERS TO MATCH 2 X b t I O' WALLS. O I ALL EXTERIOR HEADERS MUST INSULATED WITH R-10 INSULATION PER WE- a FOR WINDOWS WITH OPERABLE OPENINGS MORE N THAN-12"ABOVE THE FINISHED bRADE OR 51JRPACE . Y- BELOW,THE LOWEST PART OF THE CLEAR OPEMN6, - - - - - SHALL BE 24"MINIMUM ABOVE THE FLOOR.EXCEPTIONS, ' FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT _ _ J PASS THROUGH OR WHERE FALL PROTECTION DEVICE5 I - - ARE PROVIDED PER ASTM F 2090 OR R613.3 O I 2x@ FLR.JOUSTS SOLID DLO-INS UNDER ALL BEARINb O 16"O.G_ - _ _ WALLS. LL C 4 Q TUB/SHOWER UNITS SHALL HAVE FIRE DLOGKI-BETWEEN WALL STUDS AND data: WATERPROOF SURROUNDS TO.12" _ _ FROM DRAIN. &LAZING,INCLUDINb I p -28-� WINDOWS WITHIN 112"OF DRAIN, 111]]] r ®rPY1It� SHALL BE SAFTEY&LASS. SHONE?R FLOW IS LIMITED TO 1.15&AL/MIN. _x L EXHAUST FANS LARGER THAN SOCFM MAY SECONNECTED TO 4'SMOOTH WALL VENT FIFEIF RUNTS�MDO NO�TT EXCEED 20'II�N LagTH.DIAMETER WITH A MAXIMUM RUNTOF 15' - - I nab— - - - -MBUSTION AIR REQUIRED FOR ALL - - FUEL BURNING APPLIANCES LEGEND. III 4xIO DFN2 I BEARING WALL III �_� BEARING ABOVE drawn byy LMD �+ Ghacked�byl MWJ _ FLOOR LINE ABOVE Pr.Lv. POINT I � 4XI0 DF42 ABV. TY POINT LOAD ABOVE LTIPLE 3x STUD. T o POINT LOAD O SMOKE DETECTOR _ _ _ __ __ IOV INTPETE—EGTED W/BATTERY BACK-UP. PER IRC 514 �+q.�� PB-1 4XIO DM 4x10 DF112 A,ry ), O O CARBON MONOXIDE DETECTOR PER IRG 515 HOLDDOWN SGFIHDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNES5/SPECIES REQUIRED T-I STHD14/14 R-1 24-Ibd SINKERS (2)2X4/2X&STUDS HP/SPF UPPER FLOOR T-2 MST45 (54)-Ibd (2)2X4/2X&STUDS HF/5PF T-3 MSTA36 (26)-IOd (2)2X4/2X6 STUDS R G PL)4N HF/5PF T-4 MSTG4bB5 (5a)-IOd HF/SPF SEE GENERAL NOTES SCALE. I/4' Plan....+• R eN�eR,r ANCHOR x 2 Plan Review T-5 HDUB-SD52.5 SDS 1/4.. 4xb POST-v2" BOLT By City of Arlington ........... WRITTEN 01-1-ON 115 ORAWINS SHALL HAVE PREGlDENOE OVER xALED DIMENSIONS. GONT TOR SHALL VERIFY ALL DIH9610 ,,CONDITIONS,ETC,PERTMMIN TO THE WORK BEFORE PROGEEDINS.TIE OVNER MUST M NOTIFIED OF ANY VARIATIONS PROM TFE DIMENSIONS Alm/OR CONDITIONS S M ON TIEBE DRAWINGS.ANY SL'OM VARIATION SHALL M �LVED BY THE OWNER PRICK TO PROCEEDING WITI THE WORK,OR TE LONTRACTOR SHALL ACGER PLLL RE'..PONBIBILITY FOR t1E C T TO REGTFY SAME. �TI 46 TOP OF RE618TBREp RGNITEGT V I - II U a � W AT UPPER I PLDOM OOR JJJ C TO E5 AT'IE 2020 PIG. UNLE55 OTHERWISE NOTED(OR TRANSOM) 2'-10" g AT 16 iV LINEN IN5 pe O � m chi W.H.FAN �I{ O ro K BEDROOM g N TWO p J ry O ry�0 FAN O m W iV 'e-5 I1ov SOD. S�D66FM �' w BI-FOLD O 50b8 O 3'-8" 2`10' Z BI-PA55 1IOV s.v. W I] Q ------- b In N P<S 2668 F LOFT m U �� BEAMS ANDADERS, � NOTES: Q h --- aQ SIET A jATIONS,SEE ALL EXTERIOR WARM WALLS TO BE r LLU 2 X 6 STUDS o 24"O.G.TYPICAL. tl ALL INTERIOR WALLS TO BE 2 X 4 STUDS o 24"O.G.TYPICAL. ALL HEADERS TO BE 4 X 6 DF*2 � UNLESS NOTED OTHERWISE. p It FUR-OUT HEADERS TO MATCH 2 X b I -_P65--- 2666 2'-0" 6' ALL EXTERIOR HEADERS MUST BE O INSULATED WITH R-10 INSULATION PER WSEG 5068 IIOV8 O FAN Z FOR WINDOWS WITH OPERABLE OPENIN65 MORE N V 5I-PA55 IIOV SD. Q/To N U V THAN-12"ABOVE THE FINISHED GRADE OR SURFACE J B LOW EST TI THE LOST PART OF THE CLEAR OPENING LL III 3'-b" `�O GFM Op: y SHALL BE 24"MINIMUM ABOVE THE FLOOR.EXGEPONS, 6'-�" 2468 FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT ry PA55 THROUGH OR WHERE FALL PROTECTION DEVICES O PG ARE PROVIDED PER A5TM F 2OFO OR Rb12.5 fN SOLID BLOCKING UNDER ALL BEARING .. , I WALLS. BEDROOM BATHTUB/SHOWER UNITS SHALL HAVE FIRE .�pp FOUR Y in BLOCKING EIETWEEN WALL STUDS.AND i WATERPROOF SUMROUNOS TO♦12' Q In IN O FROM DRAIN. &LAZING,INGLUDINO 77 WINDOWS WITHIN+12"OF DRAIN, SHALL SE SAPTET&LASS. SHOWER O Q. FLOW IS LIMITED TO 1.15&AL/MIN. EXHAUST FANS LARGER THAN 50GPM MAY BE IIOV SD. CONNECTED TO 4"SMOOTH WALL VENT PIPE I H MINI..NOT E—05.2.''UI�NT 5N65TH. LL a m pormlt: DIAMETER WITH EA MAXIMUM RUN OP a B' III rovla Iona: FUEL B E PO STION AIR ME R ALL „I O FUEL BURNING APPLIANCES -P15 IIII{ynyl ry LEGEND: Q I BEDROOM BEARING WALL 7 THREE IM_ BEARING ABOVE ) pp 4 N FLOOR LINE ABOVE I Y m PT.LIP. POINT LOAD ABOVE I I PAIR S.H. I t N MULTIPLE 2.S� raven by LMD o POINT LOADm Ghoakod by: MWJ II — O SMOKE DETECTOR III U IIOV INTERGON W/BATTERY SAC—. PER IRc 914 o I I 2020 PIG. N}- O CARBON SM;NOXIDE DETECTOR a I __PO_RG_H 2EL.OW_ ___ ***SHEAR NOTE: ---- --- --- ry PI-4" r Ary PI-4' T NA£IN6E 5G LI Po E, 4H AR 1,14 LLS. PAIR S.H. HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THIGKNESS/SPEGIES REQUIRED 4'-6' B'-6" 2'-6' 2'-0" b' T-I 5TH014/14 RJ 24-Ibd SINKER (2)2X4/2X6 STUDS 8'-0" 4'-6" 12'-6" HF/SPF T-2 MST4b (34)-Ibd (2)2X4/2X6 STUDS 25'-0" HF/SPF I I p e T-3 MSTA36 (26)-IOd (2)2X4/2X6 STUDS U I- f R FLOOR PLAN HF/SPF SEE 6E:NERAL NOTES SCALE: 1/4" T-4 MSTG4855 (Bb)-IOd HF/SPF **** ** **+*+++++ T-5 HDUb-5D52.5 (2o)SD5 1/4" 4X6 POST "7/8"ANCHOR Plan+Review X 2-I/2" BOLT BY City ofArlington WRITTBI DIMEN510N5 ON TIIS DRAWINS SHALL HAVE PRECEDBIGE OVER SCALED DIMEN510N5. lDNTRAGTOR SHALL VERIFY ALL DIMENSIONS,COImITON5,ETO.PERTAINING TO TIE WORK BEFORE PROCEEDING.TIIE OWER MUST EE NOTIFIED OF ANY VARIATIONS FROM TE DII-ffN510N5 AIID/OR CONDITIONS To ON TffSE DRAWINGS.ANY SKH VARIATION E 511ALL BE RESOLVED BY TI OWNER PRIOR TO PROCEEDING WITH THE WORK,OR TIE CONRtACTOR SHALL ACCEPT F4LL RESFONSIelurr FOR THE casr ro RecnFY SArx, �rl PM�I9TGRlD RCHIrecT __ 315"xl2"24F-V4 GLB � Iq'-0"LONG 6.12 aiI a AFSO ❑ N ! 41 �'e� PRE.MFG.TRussEs GABLE END ., TRUSSES L 1 'F/-1 ^ BE DESIGNTOED TO SPAN WINDOW/ DOOR OPENINGS TYPICAL D9 D9 ❑ 2030 ❑ ATTIG 4'ExHWYT A� AGGE55 ROOF Ago N5 a W5 .IAZK❑ EAVE PROTECTION PER IRG R302.1 R�oNOF❑ ❑ IF EAVES ARE WITHIN 5'OF THE PROPERTY LINE,THG IEN A ONE HOUR FIRE RESISTANCE J •_ RATINS REQUIRED IF THERE j RooF AllsT ARE BIRD BLOCKING VENTS OR&ABLE END '�K❑ ,w H VENTS.IF THERE IS SOLID BLOCKING AND Y N NO VENTS,THEN THE FIRE RESISTANCE RATIN& LN CAN BE REDUCED To ZERO HOURS. F24 x 'I .■ Clu L A� =C A- Z ROOF VENT 1N ❑ LOCATIONS PER FLAN AP50 W RINT i VBTf SOLID BIRD A HALL.. A Ago nFSo A m OR LE5 FBROM �- ROOF ROOF AFSO VBIT❑ ❑VEVT THE PROP.LINE TRU55E5 RBBF _... PER PLAN ry PRE.MF&.TRUSSES LL e 24"O.G. Cl I I 1 Y ex'�TERIOR WALL a ❑ a m ONE HOUR EAVE DETAIL(IF PLAN REQUIRES) N CJ (V ■�nn1■ �&M❑ ❑vor, 4--ST z V ROOF FRAMING NOTES ❑ ❑ j ' Z �AP R TAILS TO NATGH 3x4 W CONNECTORS SHALL BE ENGINEERED VBf� BY TRUSS MANUFACTURER ju ,�^■, ROOF PITCH SHALL BE 3,12 Nam. TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL SE 12"U.N.O. AFSO AFGO 4•E%HN5T 2X&RAFTERS a 241 O.G. R�OaMF❑ El ❑ AT FIREPLACE BUMPOUT O 3xb oVERFRA.MING NO OVERHANG WITH NO GUTTER AND NO ROOF VENTS SL - BEA-BELOW # ❑ p vs vowlNSPour permit: ,� i ❑ Roo i reVlslons: TRUSS NOTE vBtf Y Y ALL rRU99E9 SHALL HAVE. VB/T 1. STRESS ANALYSIS AND DRAWIN69/ El DETAILS STAMPED BY A STATE VENT REGISTERED ENGINEER. ROOF ElROOF VENT 3.MANUFACTURER'S STAMP ON PRE- Dg MANUPAGTVRED TRUSSES. 9.BRACED TO MANUFACTURER'S SPEGIFIGATIONS. 4.STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING I ❑ F drawn b LMD DE PT.FOR APPROVAL AND SHALL III .BIT BE KEPT ON SITE FOR FRAMINS a ry �^Ibyl MWJ INSPECTION. 3 III^ D9 1 GFIOGIG� 5. TRUSSES WILL NOT BE FIELD ALTERED 'Lk1111*II 3J12 �Q WITHOUT PRIOR BUILDIN0,DEPARTMENT - O III ❑ Si--FEET GALPGUOLATIONS,VAL OR ENGINEERINb Yx I Y b.ALL TRUSSES SHALL HAVE SIMPSON 3,12 I1I H-I CLIPS AT ENDS. WHERE TRUSSES Oa ARE PARALLEL TO WALL,USE SIMF'90N LSO AT MIDSPAN. USE 51MPSON STG — _PB-I -_--- -- GLIFS AT NON-BEARINS WALLS — — — — ——— DS 4x10 DF>•2 �F� 4 ROOF VENTING CALCULATION 14-72 50FT AREA =4.q0 SOFT REQUIRED HIP JAGC5 e 24"O.G. 300 (4.q0) X(5095)= 2.45 SOFT MIN. REQUIRED AT EAVE5 TYPICAL TRUSS BLOCK HAS(4) 2 4)SCREENED HOLES PROVIDING 6.25 50. IN.(.044 SOFT) PER BLOCK. APPROXIMATELY 0 VENTED BLOCKS= O SOFT PROVIDED PROVIDE 10 AF50 VENTS AT SAVE LINE= 5.40 SOFT PROVIDED I\OQf= FRAM I NG PLAN (4.qO) X(5096)= 2.45 SOFT MIN. REQUIRED WITHIN 5' OF THE RIDGE SEE GENERAL NOTES SCALE, 1/4" ***� **** ***t*** AF50 ROOF JACK VENTS= 54 SOFT EACH VENT PROVIDE 10 AF50 VENT5- 5.40 SOFT PROVIDED By TOTAL VENT AREA PROVIDED= 6.50 50 FT By City of Arlington �WRITTETI DIMENSIONS ON THIS DRAWING SHALL HAVE PRK.EDEIILE OVB2 scum DIMENSIONS. CONIRAOTOF2 5HALL VERIFY ALL DIMENSIONS,LONDITONS,ETL.FERTAININS TO THE WORK ACRE R20L®IH6.T£OVNER MNST BE NOTIFIED OF ANY VPRIATIONS FROM THE ,. DIMEN51015 A!ID/qi 001mITNJNS SHOWN ON TiESE DRAWINGS.ANY S:LH VARIATION SHALL BE RE50LVID BY THE OWN3t PRIOR TO PROLEEDIN6 WITH THE YVORK,OR TFf LOMRALTOR SHALL ALLEPi P.lLL RG�OIEIEILI`Y POR THE G:..T TC RELTiPY SF.-�. ■ �C r^ .b V J 2018 WASHINGTON STATE ENERC2Y CODE V U e *'ALL CLIMATE ZONES (TABLE R402.I.I) FENESTRATION 5K: 1—T GLAZED GEILINb WOOD FRAMED FRLOOR BELOW GRADE F.ND pREPvii1ALL£ O U-FACTOR U-FACTORG TRATION R-VALVE WALL R-VALUE - LUE WALL R-VALUE rr^^ 1♦ 10/IS R-10,2 FEET V' 0.28 O�� NR R-49 R-21 R-38 R-21+TH � A '"TABLE 406.5- ENERGY CREDITS (SINGLE FAMILY) U w THIS,PLAN REQUIRE5 6 CREDITS SINGE IT 15 OVER 1500 5GIUARE FEET AND UNDER 5000 SQUARE FEET PRE.MF6.TRJ55E5 e 24"O.G. OPTION GRED I T HEATING OPTION 2 HEAT PUMP (ELEGTRIG) I.0 Mum mmum ENERGY PRESCRIPTIVE COMPLIANCE IS BASED .5 BEDROOM LOFT OPTION ON TABLE R402.1.1 WITH THE FOLLOWING , MODIFICATIONS: TWO vi 1.3 VERTICAL FENESTRATION U=0.25 m I W FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND 5o FLR GLUED •� O UNDER ENTIRE SLAB BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE t�� SLAB OR COMPLIANCE BASED ON _ _ PIN.PLR.UPPER = 7� SECTION R402.1.4: REDUCE THE TOTAL FLR.J015T5 PER PLAN _ MAIN FL ooR P.L. W CONDUCTIVE UA BY 596 - _ - iC ENERGY COMPLIANCE BASED ON R402.4.1.:;!: •5 OPTION REDUCE THE TESTED AIR LEAKAGE TO 2,1 B.O AIR CHANGES PER HOUR MAXIMUM MASTER BEDROOM 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS R-211N5.® AS DETERMINED BY SECTION MI507.3 OF THE EMERIOR WALLS INTERNATIONAL RESIDENTIAL CODE OR SECTION 405.5 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN(S) ��••((�� y (MAXIMUM 0.35 watts/cfm), NOT INTERLOCKED FIN.FLR MAIN ,n lJ-1 S WITH THE FURNACE FAN (IF PRESENT). VENTILATION _ _ SYSTEMS USING A FURNACE INCLUDING AN ECM z y MOTOR ARE ALLOWED, PROVIDED THAT THEY % L ■ ARE CONTROLLED TO OPERATE AT A LOW SPEED FLR.JoIST5 R-38 - IN VENTILATION ONLY MODE -III III PER PLAN INWLAATTIRS II III � 6xX� i�• ENERGY DUCTLESS SPLIT SYSTEM HEAT PUMP WITH NO 2.0 z Y V OPTION ELECTRIC RE5I5TANGE HEATING IN THE PRIMARY 5 HEAT PUMP I A z 3.6 LIVING AREAS. A DUGTLES W TH MINIMUM H5PF OF 10.0 SHALL BE INSTALLED AND PROVIIDE HEATING TO THE LARGEST ZONE OF SGTION -?� THE HOUSING UNIT 5EE GENERAL NOTE5 SCALE, I/4" 0 l �l ENERGY WATER HEATING SYSTEM SHALL INCLUDE 2.0 0 t OPTION THE FOLLOWING: ELEGTRIG HEAT PUMP • WATER HEATERG MEETING THE STANDARDS Q =•5 FOR TIER III OF NEEA'S ADVANCED WATER ■ HEATING SPECIFICATION dote: 6-28-2I permit: TOTAL revisions: &.0 CREDITS drawn by LMD -hacked•by: MW.1 ■ Si--FEE=T O� • ***Plan�Review By City ofAdington HRIMN OIHENBIONB ON THIS WiA-YiIN6 9XPLL HAVE PRECEDENCE OVER 50ALED 01h 10N5. (ANT240TOR SHALL VERIFY ALL DIMENSIONS,CONV ITIONS,ETC.PkRTAININS TO THE WORK BEFORE PROOEEDINO.THE OY#ER MAT BE NOTIFIED OF ANY VARIATIONS FROM THE ' DIMBCMONB AND/OR LOHmIT10N5 SNOMN ON THESE VIW0 SS.ANY SUCH VARIATION BHALL% RESOLVED BY THE OWIER RUCK To FRO(. 1"WITH THE WORK OR TE CONTRACTOR SHALL Ib MIN. ACCEPT FULL R-S C GOUTY FOR TIE LOST TO RBCTIFY SME. PER PLAN 2x TOP PLATE NAIL SHEATHING A I,e�l EXTENDER TO .. HEADER a 3"oz. E.W. I\J ResISTEREo RCH cc END WALLS _..... 5FEARKALL PER PLAN v'I •y i 3x OR(2)2x 3/4'MIN.T46 PLYWOOD S)B-FLOOR � N I STUDS a ICY FIO ANAI NAILS W� SHEAR NALL SCHEDULE 1 I; CONNECT PLYWOOD PER 2015 150 :I vv ad NAILS a 3"O.G. FLOOR JOIST I; TO ALL STUDS,PLATES PER PLANK ILA KALL GENERAL NOTES: BOLTS PER HEADERS SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, •1 1• APA RATED SHT6. NAILING,ANCHOR BOLTS AND 4OLDOWN5. LOCATE HOLDOHN5 AS CL05E AS P0551BLE TO THE END W MIN.24/0 EXP.I 1, P.T.SILL PLATE W/ OF THE' WALL. STHDI4 WOOD 1r5 II. %EAR WALL SCHEDULE W ALL HOEDOWNS.A MI DBOLTS,WASHERS,d NAILS IN CONTACT WITH P.T.WOOD TO BE TO I CONCRETE35A'zl/4'SQ.W45FER5 HOT DIPPED GALVANIZE 06T- PI ONE SIDE PLYWOOD OR EOUAL 'I -3x OR(2)2x N#4 LONE.TOP •� P• PLATES;NAIL SHEiNTHING TO FINISHED GRADE P2 = TWD SIDES PLYWOOD :1L-�, EACH PLATE VIb„ NAIL SPACING OP#STM.ANA BLK6. SILL OPTIONAL BASE HEM FIR# MARK PLATE SIMPSON MASAP PLATE VALUE PLYWD. ED6E5 FIaD PLATES =11 REOV. SOLT, ANGHOR5 NAILING (#/LF) m#4 HORIZ.s 12'O.G. •„ PI-6" ad b' 12" 6" 18"O.G. 2x4 5/6"s 4B" a 4a"d ENDS (2)Ibd•10" 240 (3)#4 VERTICALS 'm X 15"A.B.W/3"X5'X14" U m PI-4" ad 4' 12" 4" 16"O.G. 2x4 5/8"a 32" ®30"d ENDS (2)Ibd a'I' 349 PLATE WA5HER 5f£DETAIL 2/61 z 6 qg T'IMBEDMENT 7" FOR STEEL LAYOUT Z v rT, B tt433 PI-3`ww ad 3" 12' 3" 14"O.G. (2)Zx4/6 5/0'a 24" ®24"<ENDS (2)I6d a 5" 450 Y O W - PI-2""" ad 2" 12" 2" 12'O.G. (2)2x4/6 3/4"a 24" a 15"#ENDS (2)I6d a 5• 555 P2-6•"* ad b" 12" 6" 10"O.O. (2)2x4/6 5/8"a 24" N/A (2)ISO a 5' 450 GONG STEM WALL '• •• ry P2-4"ww 8d 4" 12" 4" 0°O.G. (2)2x4/6 3/4"a 20" N/A (3)I6d 6 5' -Too a P2-3"** 8d 3" 12" 3" 8"O.L. (2)2x4/6 3/4"0 16" N/A N I6d C 5' 900 TOP OF SLAB 12" 2" 0"O.G. (2)2x4/6 3/4"• 12" WA (4)Ibd e 4• 11'10 UZ GONT.FOOTING a, PER PLAN x *-NOTE,WALLS WITH UNIT SHEAR OF 350#/ft.OR GREATER SHALL HAVE FRAMING MEMBERS(STUDS d PLATES) ABUTTIN6 PANELS NOT LE55 THAN 3X MEMBERS OR(2)2X MEMBERS C PER IBC 2015 AND 5DPW5-2015 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC,CHAPTER -1 LATERAL RESTRAINT PANEL ^1 STriD HOLDOAN ® FOUNDATION MEMBERS (2)2X MEMBERS ARE OK IN LIEU OF 3X STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 1 SCALE I" I'-o" G SCALE: N.T.S. lad NAILS a 12"O.G.STA&ERRED ON THE STUD FACE I. USE PBVER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2.PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3.50LID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. 5HEAR WALL NOTES .+e.. 1/16'OSB OR PLYWOOD SHEATHING-USE ad COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL DOUBLE 57W5 a HOLD" SIMP50N A-35 CLIP J EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY.NAIL a 12"O.G.TO ALL 2x BLOCKING INTERMEDIATE STUDS. WHERE 3"NAIL SPACING 15 SPECIFIED AT PANEL EDGES,USE 1-1/2"ad SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2"NAIL SPACING,USE 3X STUDS SFEARWALL PER PLAN TIE STRAP PER PLAN#L DROP TOP CHORD OF TRUSS AND STAGGER PANELS. WHERE PLYWOOD 15 2 51DES OF WALL, JOINTS TO FALL ON ALL NAIL HOLES FILLED K/ TO ACCEPT 2X6 OUTLOOKER a5r SEPARATE STUDS ON EACH SIDE. 3/4'MIN T#6 PLYWOOD SUB-FLOOR I6d COMMON NAILS lad NAIL EA.SIDE W FLOOR PLYWOOD-USE ad COMMON NAILS a 10"O.G.AT INTERMEDIATE SUPPORTS,6"O.G. GLUED#NAILED-NAIL a 6'ED6E u.l AT ALL PANEL EDGES AND 4"O.G.AT ALL SHEAR WALLS,UNLESS OTHERWISE SHOWN ON PLANS. #IT FIE D FU IOd NAILS �� O FLOOR JOISTS-JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE OO.HP RIM FOR BOTTOM IE O GROSS BLOCKED AT 4; EDGES W/(4)IOd NAILS FOR THE FIRST BAY. BIM PLAT:FORKAU NAIL c7 3"x 3" x I/4"SG7UARE WASHERS AT ALL ANCHOR BOLTS.PLATE WASHERS TO BE INSTALLED WITHIN PER SIEARTKALL SCHMV-5 _ .Z I/2"OF SHEATHING GABLE-END TRUSS PER PLAN W T/16"OSB OR PLYWOOD 5HEATHIN6-STAPLE SCHEDULE p ALLOWABLE SHEAR VALUES WITH HEM FIR#2 STUDS J 2"16 GA.STAPLES a l5 6A.STAPLES a 14 GA.STAPLES 6 A35 FRAMING ANCMOR MAY BE TRUSSES OR RAFTERS / m B_IMIN AMI AT PI-6,AND PI-4 �/ y. 3"O.G.-2a0#/ft. 4"O.G.-280#/ft. 4"O.G.-505#/ft. TYPE SIEAR N4LL5,IF TE PER PLAN 2"O.G.-360#/ft. 2-1/2"O.G.-450#/ft. 3"O.G.-390#/ft. R.YHOOD PANS SPANS RIM 4"O.G.AND IOd NALL5 2"O.G.-504#/ft. JD15T AND IS NAILED TO BOTH ®6"O.G.-620#/ft. THE BOLTON RATE OF 51EAR WALL ABONE AND THE TOP FIELD SPAGIN6,12"O.G.NAIE5 E 5TAPLE5. PLATE OF THE HALL -ON _ �__ _ lW THE EDGE NAILIN6 PATTERN HBLDOWNS-INSTALL SIMPSON HOLDOWNS OR U5P HOLDOWN5 AT THE END OF SHEAR WALLS 5PEGIFIED IN SIEAR NALL TABLE SHEATHING#NAILING PER WHEN SHOWN ON DRAWINGS. SHEAR WALL SCHEDULE PER PLAN,SIMPSON 5THD14 OR USP STAD14 5IMP50N M5'T36 OR USP MST136 FLOOR '� SIMP50N MST40 OR USP KST245 SIMPSON HDUB OR LISP TDXIO Oh'ANCHOR BOLT MIN. PER PLAN SIMP50N A35 SIMP50N MSTG4503 OR USP MSTG5453 24"EMBEDMENT,3"BOLT INTO(3)2x4(b)) �FRAMSFEAFHYLbTd ANGLE o 24"OA. (� SGIEDULE M# OVERHANG#FASCIA DOUBLE 51UD5•HIOLDOFYI Vi z %EARNALL PER PLAN 2x STUD HALL s Ib"O.G. Q z ~ � z STRAP HOLDOAN WALL TO WALL TYPICAL SHEARAALL TO ROOF CONNECTION Q— `� SCALE. N.T.S. +� L Q dote: permit: revlelons: drawn by. LMD checkOd by. MWJ SI-f�ET ol= LI � I "=Plan*Review By City ofArlington — YRITTEN DIMENSION5 ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. BEFORE PROCEEDING.THEI Ow,BR M BE NOTIF TIOF ANY VARIATI IONS FROM THE DIMEN510N5 AND/OR CONDITIONS 5HOW1 ON THESE DRAWINGS.ANY 5KH VARIATION SNALL BE RESOLVED BY THE OwER mR oR To F'ROCEED1.WITH THE WORK,OZ TIIE rgNTRAGTOR SHALL ACCEM FULL RE5 51BILITY FOR T11E CO'T TO RECTIFY SAVE. ftG6I9 L GC 1 A CMITtGT 11 WASH AND ASSOCIATES GENERAL NOTES: . �,,�{ 03�4 I.All construction pper appplicable codes and ordinances. ROOFING MATERIAL 2018 IRC,IBC.-2018 WASHIN6TON STATE ENERGY CODE FIN15H PER ELEVATION ON T/16"OB5 SOLID CDX 24-0 PLYWOOD 2.Verify all dimensions on job site.Bring discrepancies SHEATHING;8d a 6"O.G.EDGE Designer. to the attention of Owner and/or Desl 8d o 12'O.G.FIELD 9 OSB AGX PLYWD o EVES)24"CARDBOARD BAFFLE MIN 5K UNDERLAYME °aX 3�4„ 3.Owner will verify window sizes and monufacturer(s)with .1 ALLOW FOR I'AIR SPACE NAIL b"EDGE,12"FIELD Q framer before start of construction. HANDRAIL: 4.One window per bedroom shall meet egress code. WITH 8d NAILS,U.N.O. GRIP Ikl"-2"A t• IN.EXTEND 12'ABOVE PROJECTION FROM INSULATION. p � WALL NO LE55 N051N6 5.Skylight glazing per 2015 IBG. THAN Ilk,". rT, Z 6.Truss manufacturer shall supply shop drawings to Owner 1 and framer to review and approve before Fabrication. 50LID SHEATHING OR GDX PLYWD. (V I I I �.Owner will verify electrlcal and heat layouts with l °` WHERE EXPOSED — I Installer before Installation. U < 2 TO HEATHER OPEN I I I I 8.Under all parallel bearing walls,use double joists or as OPEN 5P IA L. BETWEEN I I I 1 noted on plan. Double joist(or extra TJU under ail non- P ' I I I bearing parallel walls. O 3 TOP PL. PICKETS SHALL BE I I 7— LESS THAN 4"CLEAR I I I I I cf.TJI products to be Installed per manufacturer's con IW/METALA BD. I I I I I I 1✓ HANGER Installation guide and approved reports. M cuTTER APPROVED TRUSSES BEARING I 1 I y 10.A11 metal connections to treated Wood 5ha11 be at a W �I MANUFAGTURER5 SEAL. f i1 I I 11 1 1/ / SEE ROOF FRAMING PLAN 1 1 j' minimum;triple zinc ZMAX(GI85 per ASTM A653);Hot Dip FOR SPACING m 1 J / Golvanze(A5TM AI23 for connectors and A5TMI53 for 11 yI/ fasteners and anchors. W INSULATE PER WSEG y II.All bathroom fans,kitchen hood,and dryer ducts shall be 2X BIRD BLK'6.W/ )':X 10'ANCHOR BOLT Y41 3"X3"X exhausted through the attic to the roof or through the 2'5CREENED VENT /�'PLATE WA5HER5 0 48"o.c.NO / j floor system to an outside wall. All wall ducts shall Z HOLES WITH I/4" LE55 THAN 4Y 6 NO MORE THAN 12" 2X4 STOP 3-2x12 terminate at least 36"from a window opening. 8 CORRP51ION RE515TANT LIVING AREA FROM EA.END SILL CORNER,JOINT, STRINGERS METAL MESH COVERING END,OPENING ETC. T"MIN. FIRE BLOCK ALL VERTICAL EMBEDMENT INTO GONG.EXCEPT O 2-2X HEADER IQ OPENINGS IN WALLS AT SHEAR WALLS-SEE SHEAR WALL � PLATES AND FLOORS NAILING SCHEDULE. FLOOR JOISr 2x4 BLoucING I CLIMATIC AND GEOGRAPHIC 2.P.T.SILL I (FIRESTOP) DE516N CRITERIA: I - _ TERMITE. SLIGHT TO MODERATE f' xX f 1° •4 REBAR o 16"O.G.HORIZONTAL FIREBLOCK5 xO DECAY: SL16HT TO MODERATE v FLOOR JOISTS,5IZE AND S FIREBLOGK STAIRS: \ WINTER DESIGN TEMP: 26. j Y ONCE IN TOP a BOTTOM SPACING PER PLAN ° OF RUN BETWEEN 5TRIN6ER5 IGE5HIELD REQUIRED, YES yj FIN. FLR. \ Q "' b ALONG RUN BETWEEN STUDS \ FLOOD HAZARDS. 2o03 Igg2 FIRM LU — — •4 REBAR a 48"0.75,a(ERTIGAL W �.. USABLE SPACE UNDER STAIRS AIR FREEZING INDEX: 250 W TO BE 1 MR FIRE CONSTRUGTION \ MEAN ANNUAL TEMP: 46 80� e1 ° 3"MIN. 5/8"TYPE'X'G.WB,(TWO LAYERS TOP PL. L. TYP. AT STAIR CEILING) \ o Z — — \ DE516N DATA: i .4 REBAR W"J"BAR CWC (2)2x TOP PLATE,LAP CORNERS, ROOF LOAD5: LL 25./SF(5NOW) i OFFSET END JOINTS BY 48" DL I5./5F / m ALL FOOTINGS TO BEAR ON TOTAL 40u/SF v EIEARIN6 SOIL STAIR OT 5: v"GYP5UMWALLBOARO,TYP, eSTAIR PETAL - TYFICAL R15ER HEIGHT = 7-5/4" MAX. FLOOR LOADS: LL 40./5F TIC.O55.OR PLYWD.SHEATHING. W/f'VA VAPOR BARRIER e WALLS TREAD DEPTH = 10" MIN. NAIL6"EDGE,12"FIELD WITH 8d AND GEILIN65 �71 SCALE,N.T.5. TOTAL I 50K/SF NAL5 UNLE55 NOTED OTHERH15E ST17. FOUNflAT 1 ON r.'ETA I L DECK LOADS: LL 60M/5F 2 GI SCALE.N.TS. TOTAL 0 5F 2x SNDS s 16"Q.G.TYP. LIVING AREA y 5aL: 1500 PSF MINIMUM in FIRE BLOCK ALL VERTICAL GGNCRETE, 2500 P51 AFTER 25 DAYS OPENIN65 IN WALLS AT (5vs SACK MIS �11 PLATES AND FLOORS P FOR EXTERIOR FOUNDATION HALLS N O WALLS,PORCHES,STEPS,AND OR GARAGE SLABS-AIR ENTRAINMENT IS BETWEEN 5-996(TABLE 4022 IRC) k"X 10"ANCHOR BOLT W/3'X3'X}" v SIDING,SEE PLAN FOR TYPE PLATE WA5HERS a 48"of NO LE55 Z THAN 4j"6 NO MORE THAN 12' STEEL MASONRY: PER 2018 IBC FROM EA.END SILL CORNER JOINT, STEEL: PER 2018 IBC(GRADE 40) END,OPENIN6 ETC. T"MIN. EMBEDMENT INTO GONG.EXCEPT e GARAGE WOOD: PER 201 IBC Q SHEAR WALLS-SEE SHEAR WALL NAILING: PER 2018 IRC NAILING PER TABLE R6023(I),R802.10 NAILING SCHEDULE. WIND, 85 MPH V TOP FLANGE J015T 585mir, ZONE-DI HANGER PER PLAN V=see design calwiatlore(ml) Q 2.BOTTOM PLATE W Tt(GL6 N41PLYWOOD SUB-FLOOR UED< LED)NAIL 6'EDGE, INSULATE PER WSEG., THERING POTENTIAL:MODERATE SL 2x P.T.SILL 61 FIELD W IOd NAILS. 50LID BLOGKIN6 a FRO5T LINE, 1212N " BRG.WALL ABOVE TYP. E.F.P.. 45 PSF FIN.FLR. _ — — a"BEAM. DWGLAS FIR R2 data: b-�B-�I 4"GONG.SLAB BED er'm it: -- - -- 4"GRANULAR BED 6"BEAM: ffb_ 15 P51 reVlelone: D A D.S.TI5TORME,POSITIVE DRAIN TO STORM SYSTEM _ r d "I 011 dj 4"POST. DOUSLA5 IFIR#2 FIN.GRADE TO SLOPE -_-.....--_.— _..-- Alool000 ° ° a AWAY FROM BUILDING �. A 6'POST, Fv= 1 E =.30 1po FLOOR J015T5,SIZE AND \� \ 45" MAX. SPACING PER PLAN J0155 RAFTERfv S HEM FIR 1 GRAWLSPAGE fb=eso Psi iV \/�\ UNBALANCED GLu-LaH�� E=I,500,D00 n (TALLER WALLS PER PLAN 5EE FOUNDATION PLAN dr•gWY1 b LMD FOR BEAM 5IZE 6 POST 5IZE/SPACING 2x4 GUSSET EA.SIDE y fv=2,4 psi checked�b , MWJ REBAR PLACEMENT fb=2,400 psi(reduced N size y — \ SEE DETAIL•2 ABOVE q0+FELT '51MPSON'H6AM10 Factor,GF•KU _ POST TO GONG. E=I,BOO,QOO psi SI—IEET NOTE: J ° VARIATIONS FROM THE ABOVE 6 MIL.POLY VAPOR BARRIER n ° d LIMBER N THE PLANS.RADES WI BE \ ALL REINFORCEMENT _ . V MIST BE TIED IN PLACE I SUBFLOOR. 4"A FERF FOOTING DRAIN TILE O� 4"CLOTH COVER t GRANULAR FOR FOUNDATION INSPEGITON TFG PLYWOOD OR O5B APA RATED STLRD-I-FLOOR 16.O.G.,3/4" COVER AS REQb.BY SOIL SEE FOUNDATION PLAN SEE FOUNDATION PLAN WALL ROOF SHEATHING: CONDITIONS FOR FTC./FDN.511E FOR PAD 5IZE APA RATED 5HEATNG 24/I6 7/I6" ALL FOOTINff TO BEAR ON ALL FOOTING5 TO BEAR ON FOOTING FOR BEARING SOIL BEARING 50IL 6'WALL-18'x 12'FOOTING 24'BELOW GRADE 04 5TU13 STEEL-48'oc.VERY. UNLESS NOTED OTHERWISE TYPICAL WALL SECTIONS GI SCALE,N.T.S. ** .. ..................... Plan Review By City ofAdington ............. .H....... ..R