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Home My WebLink About116 N Stillaguamish Ave_BLD4211_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 116 N STILLAGUAMISH AVE Permit#: 4211 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00455400501600 DATE OF ISSUANCE. Scope of Work: Construction of new SFR Valuation:403779.00 OWNER APPLICANT CONTRACTOR 116 STILLY LLC Stilly 3 LLC Acme Homes 903 200th St NE 10211 180th St SE 10211 180th St SE Arlington,WA 98223 Snohomish,WA 98296 Snohomish,WA 98296 425-361-5914/425-361-5914 425-361-5914 LIC:ACMEHHL859RC EXP: 12/03/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2018 STORIES: 2 CONST. TYPE: VB DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. kc--t IZ-wi Y=9 � IZ lR l 1'2q-2 i2E / Signature Print Name Date Released By Date CONDITIONS 1 F- z` o � D ' ` � �\_ Q0 �J �! 0 ., LA 9 S✓ m Cn Cn 12 1Zz 7_/t l Permit#: 4211 Permit Date: 10/26/21 Permit Type: Project Name: Stilly 3 Lot 16 Company/Applicant Name: Stilly 3 LLC l I 1 Company/Applicant Address: 10211 180th St SE 2�^�'^ City, State, Zip: Snohomish, WA 98296 Contact: Robert Cumming/Kristi Kyle Phone: 425-361-5914/425-361-5914 Email: acmekristi@gmail.com Permit Type: Single Family Residence Valuation: 403779.00 Square Feet: 2535 Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: Construction of new SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: 03/07/2022 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 116 STILLAGUAMISH WILLETT 100 SINGLE 00455400501600 AVE MARIDEE FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Acme Homes Kristi Kyle 425-361-5914 10211 180th St SE CONTRACTOR L&I ACMEHHL859RC Plan Reviews Date Review Type Description Assigned To Review Status 10/26/2021 Residential Dwelling BUILDING In Review 10/26/2021 Residential Dwelling PLANNING In Review l RESIDENTIAL PERMIT APPLICATION ` Department of Community & Economic Development r } 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 L.D+ k LP Plat: Giffords 1st Addition to Arlington t �.voaho r> ❑ Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1 S` 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: L4 03 11 C1 .® 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 Kyle ACMEHHL859RC 12/03/2021 Contact Person: Y License Number: Expiration: Received SEP 0 8 2021 6/16LP Page 1 of 3 1 �Y °� RESIDENTIAL PERMIT APPLICATION 7 Department of Community & Economic Development �t�NG`Lo~ 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 J❑ Lavatory (1.0) x 5 f Clothes Washer (4.0) x I ,, ❑ Water Closet (2.5) x 4 Nw V/❑ Dishwasher (1.5) x I J❑ 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: �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 RESIDENTIAL PERMIT APPLICATION ' Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 - Phone(360)403-3551 Mechanical Section (coniinue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model# AFUE ,pQ Heat Pump Model# Mn Z-3Ca1-\N )k\2a-1AjSEER 20.0 KSP ��•� ❑ AC Unit Model# ^ SEER ❑ Type II Hood Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ (�-`%Q t 1.000&L1 -4etI Q ��re.Pvver�e. tq,t0® Zug t Pipe Material: ___ Pipe Size: l Total BTU's of all Appliances: 10,l�G 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: L _ Date: 1 Print Applicants Name:-Robert B Cumming 6/16LP Page 3 of 3 NASH & ASSOCIATES ARCHITECTS PLAN 2165 BEAM, LATERAL and SEISMIC CALCULATIONS RE615TERm P.RGHITEG7 MIGH L YNE JOFfN50.' STATE OF YVA9WIN6TON OFCE FI COPY 2018 IBC DULY 2021 Received 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 CEP 08 2021 WWW.NASH—ARCHITECTS.COM NASH & ASSOCIATES ARCHITECTS BEAM CALCULATIONS 2018 IBC 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM CLIENT: NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: 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—Lem Beams: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF*IQ) E = 1.800,000 0003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WYIW.NASH—ARCHITECTS.COM PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 LOFT R B-1 Date:7/13/21 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=2.5 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 Deft (in) LL Defl Actual 30.66 25.38 0.10 0.05 Critical 24.28 10.51 0.30 0.20 Status OK OK OK OK Ratio 79% 41% 34% 27% Fb(psi) Fv(psi) E(psi x mil Fc1(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A 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 R 1 = 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:7/13/21 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.4 inZ R2=1.4 in (1.5) DL Defl= 0.11 in Data Beam Span 12.0 ft Reaction 1 LL 528# Reaction 2 LL 528# Beam Wt per ft 7.87# Reaction 1 TL 887# Reaction 2 TL 887# Bm Wt Included 94# Maximum V 887# Max Moment 2662 # Max V(Reduced) 773# TL Max Defl L/240 TLActual Defl L/642 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear W TL Defl in LL Defl Actual 49.91 32.38 0.22 0.11 Critical 29.57 6.44 0.60 0.40 Status OK OK OK OK Ratio 59% 20% 37% 28% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adiusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:88 Uniform TL: 140 =A Uniform Load A 0 R1 =887 R2=887 SPAN=12FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 MASTER BATH B-1 Date:7/13/21 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions_ NDS 2015 Min Bearing Area R1=2.4 inz R2=2.4 in (1.5) DL Defl= <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200# Beam Wt per ft 7.87# Reaction 1 TL 1520# Reaction 2 TL 1520# Bm Wt Included 39# Maximum V 1520# Max Moment 1900'# Max V(Reduced) 1051 # TL Max Defl L/240 TI-Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(W) Shear ins 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 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:480 Uniform TL:600 =A Uniform Load A 0 R1 = 1520 R2=1520 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2615 BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 GARAGE B-2 Date:7/13/21 Selection (2)2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=1.9 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 TLActual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in' TL Defl in LL Defl Actual 63.28 33.75 0.01 <0.01 Critical 16.22 5.39 0.20 0.13 Status OK OK OK OK Ratio 26% 16% 3% 4% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Ad'usted Values 900 180 1.6 625 A�uVI eats CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:480 Uniform TL: 600 =A Uniform Load A 1 l o n 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:7113/21 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft 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 LL Actual Defl L/>1000 Attributes Section in Shear OW) TL Defl in LL Defl Actual 123.00 61.50 0.23 0.13 Critical 27.29 5.81 0.90 0.60 Status i 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 Ad'usted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance 960 B=1216 6.0 Pt loads: R1 =945 R2=540 SPAN=18 FT Uniform and partial uniform loads are Ibs per lineal ft_ PLAN 2615 BearnChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 GREAT RM./KITCHEN/DINING B-4 Date:7/13/21 Sel 0 5-1/8x 12 GLIB 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 Cambe—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/400 LL Max Defl L/360 LL Actual Defl L/569 Attrfbutes Section in' Shear(in') 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 (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 l+diuslmcnts 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=13.75FT 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 CLIENT NASH&ASSOCIATES WIND AND SEISMIC DESIGN DATA PROJECT`. ARCHITECTS PER 2018 IBC DATE: NAME' WIND DESIGN GRITERIA DESIGN PER ASCE T-16 1. NOMINAL/ULTIMATE WIND SPEED V/asd /Vult 85/110 mph 2. RISK CATEGORY II 1.00 3. WIND EXPOSURE CATEGORY "B" 4. INTERNAL PRESSURE COEFFICIENT +/-55 5. GOMPONENT5 AND CLADDING DESIGN PRESSURE +/- 16 psf BUILDINGS, STRUCTURES, AND PARTS THEREOF SHALL BE DE516NED AND CONSTRUCTED IN ACCORDANCE WITH STRENGTH DESIGN,LOAD,AND RESISTANCE FAGTOR DESIGN, ALLOWABLE STRESS DESIGN, EMPIRICAL DES16N OR CONVENTIONAL CONSTRUCTION METHODS,A5 PERMITTED BY THE APPLICABLE MATERIAL CHAPTER,SECTION 1604.1 BUILDINGS,STRUCTURES, AND PARTS THEREOF,SHALL BE DESIGNED TO WITHSTAND WIND LOADS AS DEFINED IN 5EGTTON 1609 AND ASCE 7-16 WIND DE516N PER PART 2 "ENGL05ED 51MPLE- DIAPHRAGM BUILDINGS PER ASCE T-16, SECTION 27.4 (BUILDING HEIGHT 15 LE55 THAN 160 FEET)- 51MPLIFIED METHOD 110 MPH ULTIMATE WIND SPEED USE I41.6 PSF PER TABLE 2-15.1 "EXPOSURE B"- 110 MPH (L./B- .05/1= 14b ph- PAGE 288) WOOD DESIGN PER SECTIONS 2504-2306. STRUCTURES U51N67 WOOD SHEAR WALLS AND DIAPHRAGMS TO RE515T WIND,SEISMIC,AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF # PA SDPW5 AND PROVISIONS OF SECTIONS 2305-2506 5E15MIG DESIGN DATA DES16N PER ASCE 1-16/CHAPTER II I. SEISMIC IMPORTANCE FACTOR le 1.00 2. SHORT PERIOD ACCELERATION 55 IS 'see footnote at bottom of page (D=1.0) 5. 1 SECOND ACCELERATION 51 0.748 *see footnote at bottom of page 4. SITE GLASS D (default class per IBG and section 11.4.3) 5. SPECTRAL RESPONSE COEFFICIENT 508 O.c.I12 *see footnote at bottom of page 6. SPECTRAL RESPONSE GOEFFIGENT 5w 0 148 *see footnote at bottom of page 1. SEISMIC DESIGN CATEGORY D (per table 11.6-1 AND table Ilb-20 8. SEISMIC FORCE RESISTING SYSTEM PLYWOOD 544EAR WALLS 4. DE516N BASE SHEAR (see seismic calculations) 10. SEISMIC RESPONSE COEFFICIENT Cs 0.13 II. RESPONSE MODIFICATION FACTOR R 6.5 12. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORGE 15. RISK CATEGORY II (table 15-1) THE ANGHORAGE OF WALLS SUPPORTING GON5TR1)CTION SHALL BE BE DESIGNED IN AGGORDANGE WITH ASCE '1-16,SECTION 12.14 IN STRUCTURE5 A5516NED TO SEISMIC DE516N GATEGORY G-F,COLLECTOR ELEMENTS AND THEIR CONNEGTIONS TO VERTICAL ELEMENTS SHALL BE DESIGNED TO RESIST MAXIMUM EFFECTS AS SPECIFIED IN ASCE '1-16, SECTION 12.14 BASE SHEAR V= (F 909/W W ANCHOR BOLT5a 5/5" DIA X 10",A30'1 OR BETTER W/Z" MIN. EMBEDMENT. V= 1104#/BOLT " PER US65,THE MAXIMUMS,IN THE STATE OF WASHINGTON 15 0.748.ALL SEISMIC DESIGN VALUES USED IN THIS ANALY515 ARE BASED UPON THI5 NUMBER. SINGE SI 15 LESS THAN 0.-15,THEN USE SEISMIC CATEGORY D IF R15K CATEGORY 15 I, 11,OR III 8003 118th Ave. NE. Kirkland, IPA 98033 (425) 826-4117 WWW NASH—ARCE[ITECTS.COM A B use' u�o I11.6 psf - — - — a /i op ' N OP _ I � a - a FROhIT L'LEV�TI01�1 I I Eli 1. 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HOLDDOM scHEM)uLE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANGFk R STRAP MAIN M-OOM T-1 5THD14/14 RJ 24-I6d SINKER (�/2x4/�1f6 5iW5 F1F/SPF T-2 M5T45 (S4)_16d (2)�4/2x6 STUDS T-5 MSTA56 (26)-IOd (2)2x</2x 5T— HF/� F T-4 MSTr4659 (36)-IOd HF/5PF• ..�. �V 7-5 HM15-5052.9 (20)SDS 1/4" 4x6 POST 7/b-ANGHOR x 2-I/2" BOLT A B u� r � cv m I� C II IP== I II II w �1 TU h C r ------ OJ Tr II{ A u III III 1 I F 1 t II 11 --- tl - II - It 11 II � HOIODOHN SGHEDUIE MARK HOEDOWN/ FASTENERS WOOD MEMBER ANCHOR UPPER FLOOR STRAP THIGKNE555PEGIES REOUIREp T-1 STHDI4/14 P-J 24-16d SINKER- l�J�xq/2x6 sTVDs HF/SPP T-2 MST45 (94)-16d (2)2X4/2X6 STUDS HF/SPR 7-3 M5TA36 (2g)_Ipd l2)2X4/2x6 5TUO5 HP/SPF T-4 MSTG416 5 (3H)-IOd H!°/.aPF j• T-5 HDU6-SD52.9 1 (20)5D5 1/4" 5TU05 /ems v`NCMOR X 2-1/2' FVF/SPF BOLT CLIENT' NASH&ASSOCUM LATERAL DESIGN DATA PROJECT: II .ARCHITECTS DATE: NAME: i SHEAR UNIT SHEAR LINE LEVEL TOTAL SHEAR FORCE(#) WALL SHEAR WALL LENGTH(ft) (#!ft) TYPE W H P Abv. A 2 12.5 x 6.5 x 19.6 + 0 = 1592.5: 27 59 1 12.5 x 9.5 x %6 + 1592.5 = 3920 24 161.3 P1�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 1+ 1592.5 = 3920 53 74 1 1 12 x 9.5 x 19.6 + 0 = 2234.4 5.5 406.3 P1-3" 2 2 11 x 6.5 x 19.6 '+ 0 = 1401,4� 19.5 71.9 1 17 x 9.5 x 19.6 + 1401.4,= 4566.E 18 253.7 P14" 3 2 24.5 x 6.5 x 19:6 + 0 = 3121.3 22.5 138.7 - 1 22 x 9.5 x 19:6 + 3121.3 = 7217.7 16.5 437.4 P1-3" 4 2 13 x 6.5 x 19:6 + 0 = 1656.2' 6 276 P1-4" 1 13 x 9.5 x 19A + 16561 = 4076a8: 6 679 5 P.2-4" 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM 5HEAR WALL 50Hr=:%Lr= PER 2016 1BG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DE5I6NATOR5 FOR SHEAR WALL MATERIALS, NAILING, ANGHOR BOLTS, AND HOLDOWN5. LOGATE HOLDOWN5 AS CLOSE A5 POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWN5, ANCHOR BOLTS, WA5HER5, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE 51DE PLYWOOD P2 = TWO 51DES PLYWOOD NAIL SPACING �� SILL OPTIONAL BASE HEM FIR#2 MARK Ib" rOP a BTM.ANCHORS BLKG. PLATE� SIMPSON MA5AP PLATE VALUE PLYWD. EDGES FIELD PLATES a 611 REOlV' ANCHOR El ANCHORS NAILING (#A-F) PI-b" 8d 6" 12" 6" 18" O.G. 2x4 5/8-10 48' ® 45" 4 ENDS (2) Ibd® 10" 240 l PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8"® 32" ® 30" t ENDS (2) Ibd®T' 344 PI-3" '**F ad 3" 12' 3" 14" O.G. (2) 2x4/6 5/5"® 24" ® 24" t EN05 (2) Ibd®5" 450 PI-2" 8d 2" 12" 2" 12" O.G. (2) 2x4/6 5/4"® 24" 0 18" 4 ENDS (2) 16d®5" 555 P2-6" '* 8d b" 12" b" loll O.G. (2) 2x4/6 5/8" ® 24" WA (2) Ibd®5" 480 P2-4" ad 4" 12' 4" 8" O.G. (2) 2x4/6 3/4"® 20" WA (3) Ibd®5" 700 P2-3" •• 8d 3" 12' 3" 8" O.G. (2) 2x4/6 5/4"® 1611 WA (4) Ibd®5" 400 P2-2" •'* 8d 2" 12" 2" 8" O.G. (2) 2x4/b 3/4"D 12" WA (4) Ibd G 4" 1170 "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 IBC 2015 AND SDPW5-2015 PER SPECIAL DESIGN PROV1510N5 FOR WIND AND SEISMIC, CHAPTER 4.3.7.1 #4 EXPECTION;(2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUD5 AND PLATES TOGETHER WITH Ibd NAILS ® 12" O.G. STAGERRED ON THE STUD FACE 1. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR 5HEAR WALLS. SHEAR WALL NOTES 7/I6" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL E06E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL 5PAGING 15 5PEGIFIED AT PANEL EDGE5, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL 5PAGING, USE 3X 5TUD5 AND STAGGER PANELS. WHERE PLYWOOD 15 2 51DE5 OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS ® 10" D.G. AT INTERMEDIATE SUPPORTS, b" OG. AT ALL PANEL EDGE-5 AND 4" O.G. AT ALL SHEAR WALLS, UNLE55 OTHERWI5E 5HOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINC75 AND EXTERIOR WALLS SHALL BE GRO55 BLOCKED AT 45" O.G. ® EDGES W/(4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4' SQUARE WA5HER5 AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" 05B OR PLYWOOD 5HEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR#2 STUDS 21116 GA. STAPLES a 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" O.G. - 430#/ft. 3" O.G. - 3a0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD 5PAGING: 12" O.G. NAILS B STAPLES. HOLDOWNS - INSTALL 51MP50N HOLDOWNS OR USP HOLDOWN5 AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN,51MP50N STHDI4 OR USP STA014 51MP50N M5T36 OR U5P M5TI36 SIMPSON M5T48 OR U5P K5T248 51MP50N HDUS OR USP TDXIO 06" ANCHOR BOLT MIN. SIMPSON MSTG4853 OR USP M5TG134B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(b)) 7 CLIENT: ;�A SH&ASSOCIAM SEISMIC ANALYSIS PROJECT. RCHITECTS DATE: NAME: Weight of Building: Roof Assembly. Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses @ 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35#/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly: Caret / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4' T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2 x10 @) 16" o.c. - 2.30#/ft 2x10 ® 16" o.c. - 2.30#/f t 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior Wall Assembly. Exterior Wall Assembly. 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 ® 16" O.C. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 /ft Use 8.00#/ft 1/2" GWB - 2.00 /ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM CLIENT: NASH&ASSOCIAM SEISMIC ANALYSIS PROJECT: 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 = 2747.2 (12) Total: = 18983.2 or %k 1st Level: Roof. Asphalt/Cedar Shake 10 #/ft;'x 419 SF = 4190 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 (I1) 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: � x c l i ri,F c,r s DATE: NAME: 3 Wdl Cs V LEVEL 2: 19 x 0.1:3 = 2.5 LEVEL 1: 4t9 x 0.13 = 5.4 TOTAL: 609 x 0:13 = 7.9 SHEAR @ STORY LEVEL DEAD LOAD HIGHT(h) MOMENT Fx=((Wdl)(h)]V/ REMARKS (Wdl) (Wdl)(h) [(V1/dl)(h)] ALPHA NUMERIC 2 19 18 342 48% 3.79 T-1 41.91 9 1 377.1 52% 4.11 TOTAL 60.91 1 719.1 100% 1 7:9, 8003 118th Ave. NE. IGrkland, WA 98033 (425) 828-4117 WWW.NASH—ARCETrECTS.COM CLIENT: ;,A ASH&ASSOCIATES SEISMIC ANALYSIS PROJECT:RCHITECTS DATE: NAME: 4 LINE LINE Vmax OVER SHEAR LEVEL LINE SHEAR TOTAL P> 1 WALL WIND WALLSEISMIC(31ft) TURNING SHEAR ABOVE LENGTH V 11.4 SHEAR HIGHT FORCE WALL 2 A 1.9 0 1.9 27 70 50 59 8.08 476.72 B 1.9 0 1.9 36.5 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 11201696 4 1.3 0 1.3 6 217 155 276 808 2230.08 P14" LINE LINE WALL Vmax WIND WALL OVER SHEAR LEVEL LINE SHEAR TOTAL P> 1 SEISMIC(31ft) TURNING SHEAR ABOVE LENGTH V 114 SHEAR HIGHT FORCE WALL 1 A 2.1 1.9 4 24 167 119 163.3 9 1469.7 P1-6" B 2.1 1.9 4 53 75 54 74 9 666 - 1 1 1.3 2.3 5.5 418 299 406.3 9 36563 P1-3" 2 1 1.3 2.3 18 128 91 253.7 9 2283.3 P1-0" 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM CLIENT". �I LN�ASH*ASSOCIATES SEISMIC ANALYSIS PROJECTRCHITECTS DATE: NAME: 5 Redundancy Factor (p): 1. MAMUM ALLOWABLE WALL SHEAR FOR P<-1 VUMAX = (2)(VACCSTORY)/AB'A 2( 7.9 ) 15.8 Vumax = = 38.4 = 0.4 1477 2. MAXO[UN ACTUAL SHEAR VUMAX = LARGEST SEISMIC WALL SHEAR 0.4 > 0.357 3. P = 2—[2(VACCSTORY)/(VUMA O(AB1A) ( 0.4 38.4 ) 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 IF WWW.NASH—ARCHITECTS.COM 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effectiveFebruary 1,2021) These requirements apply to all IRC building types,including detached one-and two-family dwellings and multiple single-family dwellings(townhouses). Project lnformotion Contact lnfornwtlb» Plan 2165 Mike Johnson 0 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 Date 07/14/2021 All Climate Zones(Table R_402.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 a 491 0.026 Wood Frame Wall g•h 21 int 0.056 Floor 30 ! 0.029 Below Grade Wall`•h 10/15/21 int+TB 0.042 Slab d•f R-Value&Depth I 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 i than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b !The fenestration U-factor column excludes skylights. "10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c I the interior of the basement wall."10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. e For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth I extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1.If foam plastic is used,it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400,log walls shall meet the requirements for g climate zone 5 of ICC 400. Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. ReceiveG �F�ICE COPY SEP ®8 2021 Prescriptive Path—Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family-New &Additions(effective February 1,2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits)and Table 406.3 (energy credits)to achieve the following minimum number of credits.To claim this credit,the building permit drawings shall specify the option selected and the maximum tested building air leakage,and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit:3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit:6 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit:7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table,review the details in Table 406.3(Single Family),on page 4. Summary of Table R406.2 _ Heating Credits-select ONE Options Fuel Normalization Descriptions heating option User Notes 1 Combustion heating minimum NAECAI 0.0 ❑ 2 Heat pump` 1.0 0 lElectric Heat Pump 3 Electric resistance heat only-furnace or zonal I -1.0 I ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 _ ❑ 5 All other heating systems -1.0 ❑ Energy Credits-select ONE Options Energy Credit Option Descriptions energy option from each P cate o 1.1 =u[ lfflM oe®oe 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 I ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 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 1 2.0 j ❑ 3.11 High fficiency HVAC 1.0 3.2 Hiph Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 !High Efficiency HVAC 1.5 ! ❑ I& High Efficiency HVAC � 2.0 � ❑ 4.1 High Efficiency HVAC Distribution System I 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.) eneargy option from User Notes ech 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ( ❑ 5.4 Efficient Water Heating 1.5 ❑ 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 ❑ 7.1 Appliance Package _ 0.5 ❑ Total Credits r 6.07 CLEAR FORM a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger,may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)or C403.3.2(5) c. Equipment listed in Table C403.3.2(1)or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually,up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Please print only pay__ . through 3 of this worksheet for submission to your building official. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3 Window, Skylight and Door Schedule Project Information Contact Information Plan 2165 Mike Johnson @ Nash &Asso Architects (425) 242-7490 michael@Nash-Architects.com Width Height Ref. U-factor Qt. Feet inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 1 0.01 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 ° 72.01 20.16 Foyer Entry Door 0.28 1 3 ° 8 ° 24.0 6.72 Garage Door 0.20 1 2 s 6 e 17.8 3.56 GR Picture 0.28 2 2 ° 4 10 16.0 4.48 Kitchen Single Hung 10.28 1 3 ° 4 61 13.5 3.78 Master Single Hung 10.28 2 3 ° 5 13 30.0 8.40 Powder Single Hung 10.28 3 2 4 ° 24.0 6.72 Mudroom Entry Door 0.28 1 3 r 6 g 20.0 5.60 Stair Single Hung 0.28 2 3 ° 5 ° 30.01 8.40 BDRM Picture 0.28 6 2 ° 2 110 24.0 6.72 Loft/BDRM Single Hung 0.28 7 3 ° 5 0 105.0 29.40 Bath Single Hung 10.28 1 2 ° 3 ° 6.0 1.68 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 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 o.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 1 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 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 216S Mike Johnson @ Nash&A5so Architects (425)242-7490 Heating System Type: O All other systern5 Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions" Design Temperature Instructions Design Temperature Difference(AT) 47 Marysville �. 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-o.za � 0.280 382 107.04 Skylights U-Factor X Area = UA Instructions 0.50 — Insulation Attic _ _ __ U-Factor X Area = UA Instructions ^R 49 0.026 1,062 27.61 Single Rafter or Joist Vaulted Ceilings_ _ U-Factor X Area UA Instructions SNeQ R Vatue No selection — Above Grade Walls fseet v"y U-Factor X Area UA Instructions R-21 Intermediate 0.056 2,274 127.34 Floors U-Factor X Area UA Instructions 0.025 1.487 37.18 R-36 Below Grade Walls tsmFoureii U-Factor X Area UA k�No Below Grade Walls in this project. 0.028 Slab Below Grade(no noure1) F-Factor X Length UA Instructions 0.303 — No Slab Below Grade in this project Slab on Grade(see Figure v F-Factor X Length UA Instructions No Slab on Grade in this project. Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space 1.00 Sum of UA 299.18 Envelope Heat Load 14,061 Btu/Hour Future 1. Sum of UA x AT Air Leakage Heat Load 9,341 Btu/Hour Volume x 0.6 x AT x 0.018 nboyeciaaee Building Design Heat Load 23,402 Btu/Hour Air leakage+envelope heat loss Building and Duct Heat Load 23,402 Btu/Hour Ducts in unconditioned space:sum of building heat loss x 1.10 Ducts in conditioned space:sum of building heat loss x 1 Maximum Heat Equipment Output 29,253 Btu/Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07/01/13) L SUBDIVISION Guarantee/Certificate Number: Issued By: 500128085 CHICAGO TITLE INSURANCE COMPANY Ni CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES TBD and TBD herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Insurance Company By: Chicago Title Company of Washington 3002 Colby Ave., Suite 200 Everett,WA 98201 Randy Quirk, President Countersigned By: .+•""''+p, Attest: /� tea,yvuc k� COAL f •.:Brent Aune � Marjorie Nemzura, Secretary , Authorized Officer or Agent Received SEP 0 8 .2021 Subdivision Guarantee/Certificate Printed: 10.22,21 02:30 PM Page 1 WA-CT-FNRV-02150.624691-SPS-1-21-500128085 OFFICE CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128085 ISSUING OFFICE: Title Officer: Builder Unit Chicago Title Company of Washington 3002 Colby Ave., Suite 200 Everett,WA 98201 Fax: (866)827-8844 Main Phone: (425)259-8223 Email: evebuilder@ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $34.30 Effective Date: October 8, 2021 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A"ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: 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 3ucdiia.,n G'.iar :eaiCcrtita;c Printed: 1:_�� Page 2 WA-CT-FNRV-02150.624691-SPS-1-21-500128085 EXHIBIT "A" Legal Description For APN/Parcel ID s : 004554-005-016-00 (IOP) LOT 16, 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 @ 02:30 PM Page 3 WA-CT-FNRV-02150.624691-SPS-1-21-500128085 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128085 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 @ 02:30 PM Page 4 WA-CT-FNRV-02150.624691-SPS-1-21-500128085 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500128085 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 @ 02:30 PM Page 5 WA-CT-FNRV-02150.624691-SPS-1-21-500128085 Boa o e o 0Z 3 p m D a m D D c'n moo = X � � � 3 _. y I � rt -0 CD :3 (D T rc c v o_ O Alley U) c > > 0 l< m r co m rr' Q y CD 0 CD 37.78'S 01°37'24"W I N oc= Q c O 7 CD p cn -w CD b v ° y D m v 00 of j 3 N w O (D : 'O N ON Cn a o f cn (D (D CCD CD O -0 CD r Q m �r C1i o CD co m co Qo �o- --- y I D m m m CD ►� x co :Zc m D , N rn � T I Z G J v N I rn Z 6 - � o tD CD cc -0 C41 Cl) �1 I I V) Co I I J (Djo I + co a r cn —1 n, N O y i cco n � O <D PO N 0 O I I `� co N D C7 IV ; G1 Q CD C) J 3 0 _ I _ w � 0Ir m � ' cD = 1 C CD W O �• Of I � I ' D o Ln .a Ca m '--n----- ---_----J w 0 m m ` g�•'t O O� Q- O f2o Z FD co)p ;m O 10 o ;m AteA,, co CD ; ro[�37.78'S01°37'24"W o CD 4 O m N o c p —Stillaguamish Ave.— wC" 000cnn co cn ao — cn cp to to o -0 -0 -0 N cn o r CD N C' N MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN � I I � I ; YARD DRAIN TURNED DOWN ELBOW PLAN VIEW SOLID PIPE OR "T" SECTION DRAIN GEOTEXTILE ON ROOF No, A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4„ TEE �- . . . . . ----o.00' - PLUG WITH 1/2" 2' MIN WASHED CENTERED HOLE 3/4"-1 1/2"ROCK 1 MIN 1' MIN 1' MIN YARD DRAIN OR CB ---'-------'- - FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 100' 10' MIN A �- HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1, TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING t PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' — WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. [jopo APPROVED BY �OUVE DEPARTbIE1VT OF PUBLICWORKS STANDARD DETAIL DATE 07/31/2008 STANDARD DETAIL NUMBER REF SPAN SPEC SD- 140 RESIDENTIAL ROOF DRAIN INFILTRATIONTRENCH RESIDENTIAL PERMIT APPLICATION j Department of Community & Economic Development O4 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 BEACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address; XXX Stillaguamish Ave,Arlington WA L.I: + 1 U Plat: Giffords 1st Addition to Arlington ❑ Single-family ❑ Duplex ❑ Townhouse Addition ❑ Accessory structure Proposed Area: 11' 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: _H US-17 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 Contact Person: Y License Number: _ Expiration: _ Received 5EP 0 8 2021 6116LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION (• Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 r Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) KITCHEN ❑ Bath/Shower Combo (4.0) x 2 ❑ Sink (1.5) x I ❑ Shower (2.0) x I ❑ Lavatory (1.0) x 5 ❑ Clothes Washer (4.0) x I ❑ Water Closet (2.5) x 4 ❑ Dishwasher (1.5) x I ❑ Water Heater x I 'J Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: inch Proposed DWV Material: �j Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �+p� 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-r) Model# AFUE J�SpF Meat Pump Model # (`IQ -3CaU\N') \Za-L%SEER /10.0 FiSPE •0 ❑ AC Unit Model # _ _ SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping J Boiler ❑ Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ g P-411-eye.t i.000 6t� Pipe Material: Pipe Size: Total BTU's of all Appliances: 30 toO I _. 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: ' 2 s ' 2-1 Robert B Cumming h Print Applicants Name: -- 6/16LP Page 3 of 3 RESIDENTIAL PLUMBING APPLICATION Community&Economic Development City of Arlington-18204 59t]i Ave NE•Arlington,WA 98223-Phone(360) 403-3551 This application is for new,repaired,altered or replaced plumbing installation for existing residences. Please fill out all pages of this application and include all information. The City of Arlington does not require a permit to stop leaks or clear stoppages,unless the piping is repaired,altered or replaced. Type of Permit: New Installation ❑ Addition/Alteration/Repair Property Address: XXX Stillaguamish Ave,Arlington WA Project Valuation: LAL Lot#: k U Parcel ID No.: 00455y -00 5 - 010.00 Preferred Contact: M Owner ❑Contractor Project Description: Construction of a new single family residence Owner Name: Stilly 3 LLC Home No.: 425.361.5914 Email Address: acmekristi@gmail.com Cell No.: 425.361.5914 Mailing Address: 10211 180th St SE City: Snohomish State: WA Zip: 98296 Contractor Name: Acme Homes LLC/Attn Robert B Cumming Office No.: Email Address: acmekristi@gmail.com Cell No.: 425.361.5914 Mailing Address: 10211 180th St SE City: Snohomish State: WA Zip:98296 L&I Contractor License Number: ACMEHHL859RC Expiration Date: 12/03/2021 • 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) • Cross-Gomnectio.n-Control maybe required Proposed Interior Water Piping Size: X1/2" ❑5/e" �3/a" ❑ 1" ❑CPVC ❑ Brass ❑ PEX-AL-PEX Proposed Interior Piping Material: ❑ Copper 2LPEX ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: ❑ 1/z" ❑ s/s" 3/" 1" ❑ 11/z" ❑ 2" Cl PVC ❑ Copper ❑ PEX-AL-PEX ❑ PEX-AL-PE Proposed Exterior Piping Material: ❑PE �PEX ❑ Other Proposed Drain-Waste-Vent(DWV) Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑Schedule 40 PVC DWV ❑ Brass ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ 1h', ❑ s/" ❑ 3/" ❑ 1" ❑ 11/z" ❑ 2" ❑ 3" 4" Piping Size: _ REV2.2020 Page 1 OU PLUMBING PERMIT FEES�er fixture�e of fixture No.of FixturesCost per Fixture Subtotal Additional Plan Review fees x $75.00 = _ 0 Alteration re air i pin x $15.00 = _ 0 Backflow Assembly x $25.00 = 0 Base Plumbing Fee $25.00 $25.00 Bath Shower Combo 2 x 1 $ 15.00 = 30 0 Building Main Waste x $25.00 = 0 Clothes Washer 1 x $15.00 0 Dishwasher 1 x $15.00 = 5 0 Drinking Fountain x $15.00 = 0 Floor Drains x $15.00 = 0 Grease Interceptor x $ 75.00 = 0 Grease Trap x $25.00 = 0 Hose Bibb 2 x $15.00 = Zo 0 Icemaker Refri erator x $15.00 = 0 Irrigation-per meter x $25.00 = 0 Kitchen Sink&Disposal 1 x $ 15.00 = 15 0 Laundry Tray x $15.00 = 0 Lavato 5 x $15.00 = 5 0 Med Gas Pi in <- 5 inlets outlets x $60.00 = 0 Med Gas Piping> 5 inlets/outlets(plus<_5 x $ 5.00 = 0 inlets outlets Miscellaneous-regulated by plumbing x $15.00 = 0 code,not otherwise specified Pretreatment Interceptor x $15.00 = 0 Re-inspection Fee all x $75.00 = 0 Roof Drains x $15.00 = 0 Shower(only) 1 x $15.00 = i 5 0 Sunk bar,service,etc. x $ 15.00 = 0 Toilets 4 x $15.00 = U 0 0 Urinal x $ 15.00 = 0 Vacuum Breakers x $25.00 = 0 Water Heater 1 x $25.00 a5 0 Water Heater-Tankless x $25.00 = 0 Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total t1 0 5.0 I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. P3. c 5. 2 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REVL2020 Page 2 of RESIDENTIAL MECHANICAL 'V � PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR NEW MECHANICAL INSTALLATION AND OR GAS PIPING FOR EXISTING RESIDENCES. PLEASE FILL OUT ALL PAGES OF THIS APPLICATION AND INCLUDE ALL INFORMATION. Project Address: XXX Stillaguamish Ave, Arlington WA 98223 I.-Oi tLp Project Description:Construction of a single family residence Owner: Stilly 3 LLC Address: 10211 180th St SE City: Snohomish State:WA Zip Code: 98223 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: 98223 Phone: 425,361.5914 Email: acmekristi@gmail.com CONTRACTOR INFORMATION Contractor Name: Acme Homes LLC Address:10211 180th St SE City:Snohomish State:WA Zip Code: 98223 License Number: ACMEHHL859RC Expiration. 12/03/2021 Phone:425,361.5914 Email: acmekristi@gmail.com STAFF USE ONLY Permit * Accepted by: „ _ _ Date: 6/16LP Page 1 of 2 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 591h Ave NE• Arlington,WA 98223• Phone(360) 403-3551 SELECT ALL PROPOSED APPLIANCES ❑ Furnace (80+) Model#f_ AFUE GER F}SpF ❑ Heat Pump Model # M112- 3C2-LAN_1*A 2-;t L%:E z0'� HSPE I0.0 ❑ AC Unit Model # _ SEER ja Freestanding Stove Fire Place Insert ❑ Outdoor BBO J4 Gas Piping Solid-Fuel Appliance ❑ Other _ Gas Piping Information Not Applicable: ❑ Pipe Material: !;teej + F(r Pipe Size: •,inch Distance from Meter to Furthest Appliance: +/- 60 feet Total BTU's of all Appliances: 'a�t, JOCD • New gas piping requires a pressure test 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 valve is required within 6 feet of all appliances Applicant Signature: Date: 0' A 5 '2—/ Applicant Printed Name: Robert B Cumming I hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. 6/16LP Page 2 of 2 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 116 N STILLAGUAMISH AVE Permit#:4211 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00455400501600 DATE OF ISSUANCE. Scope of Work: Construction of new SFR Valuation:403779.00 OWNER APPLICANT CONTRACTOR 116 STILLY LLC Stilly 3 LLC Acme Homes 903 200th St NE 10211 180th St SE 10211 180th St SE Arlington,WA 98223 Snohomish,WA 98296 Snohomish,WA 98296 425-361-5914/425-361-5914 425-361-5914 LIC:ACMEHHL859RC EXP: 12/03/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2018 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Da e CONDITIONS -The gable vents should match the gn of the building and be located on both the. A and back sides of the house.-Blower door test required.-Duct test required.-All downspouts must be directed into infiltration trenches per standard detail SD-140- Driveways must be paved,drainage for driveways shall be provided and managed onsite.-If the alley is not paved adjacent to these 3 lots, it must be paved as part of this work.Adhere to approved plans and red lines.Approved plans and permit shall be onsite during construction.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/24/2021 Building Permit $4,052.52 11/24/2021 Park-Community SF $1,662.00 11/24/2021 Park-Mini SF $484.00 11/24/2021 Processing/Technology $25.00 11/24/2021 State Surcharge-1st DU $6.50 11/24/2021 Building Plan Review $2,634.14 Total Due: $8,864.16 Total Payment: $0.00 Balance Due: $8,864.16 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Date: 03/13/2026 Permit#: 4211 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 116 N STILLAGUAMISH AVE Arlington,WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: 18Block: 5 Permit#: 4211 Permit Date: 10/26/21 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Stilly 3 Lot 16 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 116 N STILLAGUAMISH 100 SINGLE 00455400501600 AVE It 6 STILLY LLC FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Acme Homes Kristi Kyle 425-361-5914 10211 180th St CONSTRUCTION L&I ACMEHHL859RC SE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 02/03/2023 R20.SFR/DUPLEX Final 02/06/2023 02/06/2023 BUILDING Approved FINAL 02/01/2023 Inspection Infiltration 02/02/2023 02/02/2023 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 10/26/2021 RESIDENTIAL SINGLE BUILDING FAMILY RESIDENTIAL SINGLE Building Permit Condition:The gable vents should match 10/26/2021 FAMILY the design of the building and be located on both the front PLANNING and back sides of the house. Fees Fee Description Notes Amount Building Permit Table 4-1 $4,052.52 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $6.50 Building Plan Review Table 4-2 $2,634.14 Credit Card Service $265.92 Total $9,130.08 Attached Letters Date Letter Description 11/24/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/24/2021 Robert Cumming 89910717 $8,864.16 11/24/2021 89910717 Raelynn Jones $265.92 Outstanding Balance $0.00 Notes Date Note Created By: 05/11/2022 Forward any correspondence to Chris Eddy chris.eddy@acmehomeswa.com.Kristi Kyle no Raelynn Jones longer works at Acme Homes 11/05/2021 New Property Address: It 6 N Stillaguamish Avenue Amy Rusko 10/26/2021 Add Planning and Civil comments from Zoning Verification BLD-4124 to permit Raelynn Jones 10/26/2021 Proof of Arlington School Dist.mitigation fees required prior to permit issuance:$3,811.00 Raelynn Jones Uploaded Files Date File Name 11/24/2021 10188873-4211 Issued Permit.pdf 10/26/2021 9975160-4211 Application.pdf WRITTEN DIMENSIONS ON THIS DRAWING_.-_L HAVE III G,ENOE OVER I O TO DIMENSIONS. GGNTRAGTOR SHALL VERIFY ALL DIMENSIONS,GOIIDITIONS,ETC.RATAINING TO TIE WORK BEFORE PROOEEDING.TIE OWNER MLST BE NOTIFIED OF ANY VARIATIONS PROM TIE DII-ENSIGNS AND/OR LONDI T W MM GHOYN ON THESE DRAWINGB.ANY SUCH VARIATION SHALL 8E RESd VID BY THE TO PROCEEDING WITH TIE ORK,OR HE OONTRP.OTOR SHALL AGOEPf WLL RESPONSIBI PRIOR NSIBILIT'FOR TIE COST TO REGP.f-Y SAME. IM�ROGTp Wa BARGE BOARD l^1rIX2 TRIM HEIGHT OF STRLONRE— xAT!w WASHIwroN BOARD AND BATTEN SIDING-IXS BATTENS -- 0 16"O.O.W/PLYWOOD HORIZONTAL SIDING _... a, L OR HARDI-PANEL BEHIND WHERE SHOWN r. UPPER FLOOR F.L. 4 INCH WINDOW O ' TRIM UR T ALL 'T FO 5IDES 1DES UNLESS NLESS IX4 CORNER OTHERWISE NOTED METAL ROOFING I� 0 FRONT PORCH — — — — — — FIN.FLR.UPPER MAIN FLOOR P.L. IT-I ro T C FIN.FLR MAIN J J H vi W �i�ONT ELEV?�TION B' C: 2 o NOTES. SEE GENERAL NOTES SCALE, I/4" . P-O" O I. ALL WOOD EXPOSED TO WEATHER SQUARE FOOTAGES Z SHALL BE PRESSURE TREATED, W CEDAR OR PAINTED MAIN I10-I 2.CAULK AND SEAL ALL WINDOW/DOOR UPPER OSB m AND EXTERIOR ENVELOPE PENETRATIONS. TOTAL 2165 B.GLAZING PER STATE ENERGY CODE. GARAGE B7O ,., '• 4.PROTECTION FROM DECAY 15 REQUIRED FOR ALL GO�/EREI7 108 '' V2�'ABOVE IGONGRETE STEPSAPORGHMINCS ESLABS,ES N PATIO SLABS,AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER JAR". 5.REFER TO ALL ELEVATIONS FOR ADDRE55 NOTE, TYPICAL NOTES. ADDRESS NUMBERS SHALL BE tn 6.5.r— = SAFETY el-ASS A MINIMUM 4"HIGH WITH A Z ` MINIMUM STROKE WIDTH OF I/2" Z AND TO BE ON A CONTRASTING BACKGROUND PER IRG 3I9.I N O O � „ z UPPER FLOOR P.L. (., CL —1 to DLIC.T��L dote: 6-28-21 © permit: FIN.FLR.LITERrovls l Ons: MAIN FLOOR P.L. c drawn by, LMD (5/bJ OFFICE COPY chocked bye MWJ SF-f�E1fJT�� _ — FIN.FLR MAIN / 4 CITY OF ARLINGTON FIN.FLR.GARAGE 8 FOYER N BUILDING DEPARTMENT Oi= - - - - - - - - - APPROVED DATE42 L BY-/,--q-- NO CHANGES AUTHORIZED p UNLESS APPRII.D BY THE DEAR F-LEV'�4TION BUILDING INSPECTOR SEE GENERAL NOTES SCALE[. I/4" I'-O" .......................... Received Plan Review SEP U 8 2021 By eAeV�10n ?% mr *%}City of Arlington WRITTBi vIMENSION5 ON TI15 DRAWING SHALL HAVE PREVEDENVE OVER SVALED DIMENSIONS. VONTtA4TOR SNPLL VERIFY ALL DMENSIONS, IFIW I A ETV.PERTAINING TO THE WORK BEFORE PROV OR TIE OWIffR MUST BE NOTIPIED OF ANY VARIATIONS PROM TIE DIMENSIONS Alm/OR LONDITI dl THE DRAWINGS.ANY VARIATION SHALL BE RE"ALVED BY TIE OWNER PRIORm To TO PRLG®ING wlTi'ME WORK OR TIE GONiRAVroR SHALL AVVER FLLL RESPONSIBILITY FOR TE:VOLT TO REVTIF(SAME. �I REbISTERED 2X5 BARGE BOARD ARCHITECT W/IX2 TRIM HEIGHT OF 5TRUVTURE- SHINGLE HORIZONTAL SIDING b 50ING WHERE WHERE SHOWN SHOWN --- ® UPPER PLOOR PL. W (n 4 INCH WINDOW/DOOR W {? TRIM SIDES IX4 CORNER ALL FOUR SIDESES UNLESS OTHERWISE NOTED L�� METAL ROOFING -12-.. Z § o FRONT PORCH - - - - FIN.PLR UPPER _ V - MAIN PLOOR PL. �-•11 .J M EIF 15b/J I / C FIN.PLR.MAIN J J N eri W FRONT ELIEVA7I0N 'G' :s m o NOTES: O E SEE GENERAL NOTS I. ALL WOOD EXPOSED TO WEATHER = Z SHALL BE PRESSURE TREATED, SQUARE P007A6ES LU CEDAR OR PAINTED MAIN I IO-I 2.r-AULK AND SEAL ALL AND ffXTERIOR ENVELOPE DOW/DOOR UPPER I058 „ m PENETRATIONS. TOTAL Z I65 5.GLAZING PER STATE ENERGY CODE. GARAGE 570 4.PROTECTION FROM DECAY 15 REQUIRED FOR ALL GO\/ERED 108 _low WOOD SIDING AND WALL FRAMING LESS THAN 2"ABOVE CONCRETE STEPS,PORCH SLABS, PATIO SLABS,AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 5.REFER TO ALL ELEVATIONS FOR ADDRESS NOTE: TYPICAL NOTES. ADDRESS NUMBERS SHALL BE tn b.S.G. SAPETr&LA55 A MINIMUM 4"HIGH WITH A Z MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING _ BAGKeROUND PER IRC 519.1 ` V � w z - 0 - t � SL permit: FIN.FLR.UPPER rOVls lOns: MAIN FLOOR P.L. 'v drawn by. D LM ecked ch by: MW.J FIN,FLR,MAIN J� I f 4 /�.y` _ FIN.FLR 6ARA6E FOYER ry / \ZP R�?.R ELE�//4TION SEE GENERAL NOTES SCALE: 1/4" . 1'-0" ..... I anYReviewRYYYYY By City of Arlington YYYYRRYYYRfYYYR RRYffRRRRf Vd21TTBN DIFEN51OI5 ON THIS DRAYiINb SHALL HAVE PRECEDENCE OVER EGALID DIFENSION5. COAPTOOGV. EO LLjVB10 �JFJ ON5,ETC. RTAINIG O TI$WCRK ANY VARIATIONS FROM TIE DIME/510N5 AND/OR CONDITION5 9HOWi ON THESE-- ANY SUCH VARIATION L BE RESOLVED BY THE OWI$R PRIOR TO PROCEEDING WITH THE WORK,OR TIE CONTRACTOR SHALL ACCEPT R!L RESPONSIBILITY FOR TIE LOST TO RECTIFY SAFE. �T1 Aml3� .RBv ARGHITGT^I11 —METAL FASCIA SUTfER LW� UPPER FLOOR PL. � � El 0 _ m %r J — — — \/ FIN.FLR UPPER — — — — — — — — — — — — — MAIN FLOOR P.L. 6 m /) P FIN.FLR.MAIN 4 — FIN.PLR,MAIN N FIN.PLR.GARAGE II FOYER V W LEr-T ELEVA710N •■ = Z SEE GENERAL N07E5 SCALE. 1/4" . 1'-O" LCU 1 m A5PHALT COMP.5HINCLES ON 150 FELT UPPER FLOOR P.L. —_.__ _J w z- - w rr pr �/ _ u I __.. -_.:: L date: - permit: revisions: FIN.PLR.UPPEE _ _ MAIN FLOOR P.L. - - - - - - - - - - - - - - - - - - L 15 El w D drawn byy, LM � � � � � chscksd byl MWJ S-EET PIN.PLR MAIN oF= �8 RIGHT ELEVA710N SEE GENERAL NOTES SCALE, I/4" •WWWWWARKWWWWRWWWWWWWWWWk Plan Review By City ofAdington WWWWWRWWWWRWWWWWW I VRITTEN DIMeNSIONs oN THIs Ort/•1VIH5 SHALL HAvB FrteceDeNCE overt scALeD DlMerr>toNs. GOfITRPCTOR 5W1LL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.PERTAINING TO TIE WORK BEFORE PROCEEDING.THE OWffR MJST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN5ION5 AND/OR fAIIDiTIONS T OWi ON TI%DRAW H AK,MTH VARIATION SHALL BE RESOLVED DT THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR TIE lANTRAOTOR SHALL ACCEPt FLU RESPONSIBILITY FOR Tiff COST TO RECTIFY SAME. �TI Re�IHRBD METAL FASCIA GUTTER — a UPPER FLOOR P.L. � ^m El El - - W a l9.6J 4d V --- — — — — — — _ — FIN.FLR.UPPER — — — — — _ — -- - — — MAIN FLOOR P.L. W ILJ _ P FIN.FLR.MAIN PIN.FLR MAIN — / Q — — — — — — — J Itl FIN.FLR.bARA6E FOYER : H W :: go LEST ELE�/,4TION = z SEE GENERAL NOTE5 SCALE!. 1/4" 1'-0" 1Wu 0 m ASPHALT COMP.5HIN5LE5 ON ISK FELT tn v SK %Dz z (`! o O UPPER FLOOR P.L. u - L permit: PIN.FLR.UPPER --- -.. .... revi9lons: MAIN FLOOR P.L. —_ — — — — — — — — - cLI , I___ drawn b LMO -- -- ch®ckeIbyl MWJ SI--f�ET LP.M. 01= RIGHT ELEVATION SEE GENERAL N07E5 SCALE. 1/4" I'-O" ♦•Rx**xRR**xRRR*kRRRRk Plan Review By City ofAdington xxkRRR*xRRRR*x WRITRN DIMENSIONS ON TNB t VIHG SHALL—PRECEDENCE Oven eCALEO Dlr•IB1510Ns. CONTRACTOR SHALL VERIFY ALL DIFENSIONS,CONDITIONS,ETC.PERTAINING TO TIE WORK BEFORE PROCEEDING.THE OWNER HJST M NOTIFIED OF ANY VARIATIONS PROM the DIMENSIONS AND/OR CONDITIONS SHOHN ON THESE DRAWIN55.ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PFOG®I WITH THE WORK,OR TIE COMRAGTOR SHALL ACCEPT FULL FOR THC COST TOO REGTIf°Y SAtT. 25'-0" �3D11 REml-- 6'-0" 19'-0" I \III R`HI"GT 4 5 5• 3 S�5 1 A S / A T EDGE OF SLAB 16"WIDGGEppX b" INGRETESTRIP r—I -----C.ONT.FOOTING-------I w v DOTING + e O.H.DOOR I U I I W 2x.LEDGER P1 . ®X 6 OJOI5T5 I O SDW5 SCREWS 5X \ PL `� 4"GONG.SLAB ON I w 4"GRANULAR BED /?� I ON STAMPED GRADE SLOPE 3"TO O.H.DR Q x I — I TABLER507.e.1.3(21 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS '�' I 3 -� i q a GARAGE SLAB TO I0 MINIMUMENp ANOEDGE DIBTANCESANOSPAGNO BETWEEN ROWS ROYI SPACING F fV BE STEPPED DOWN TOP EDGE BOTTOM EDGES I L T = 2'FROM MAIN F.F. r U s/cinch 2sel-" 1'/s inches" — — L�gw 2lnches° nches° [PREIMIR-MAt. �fi ah2 inchs°Band Joint` - Par sl:1 total,=25.4 mm. a.Leg semws or bolts shell be staggered from the top to da,bottom along the horizontal tun of the deck ledge[In accordance wit Figure R507.9,LXI) — r j L, r J Q b.Maximum 5 inches. _ Ba am i d1 c.For animated rimjotats,the menufec[utte's recro�a oa boltsstohlhe to ed of the IedBer shell be in accordance with Figure R507.9.1.711). �' ' d.The minimum d'Rtaca from bottom row of leg P Be — — -- ---�i•--------- (2)2x12 ry L STAGGER FASTENERS ] J J N IN2ROWS Q _ _ _ _ _ — _ — 8'GONG.FOUNDA ION TYPIOAL LU y 5cac .5"MIN,FOR 2 X 5" "DISTANCE SHALL BE PERMITTED TO I L — m — — _ — 18"xb"GONT.CON TI W ® ® ® 8.5'MIN.FOR2X1 o BE REDUCED TO 4.5'IF LAG SCREWS / 5'MAX ® ® 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS I_ ---_ e� 0 ® REDUCED TO THAT OF LAG SCREWS _ \ — — O TO ATTACH 2 X 3 LEDGERS TO 2 X 8 BAND JOISTS. 0 \ / = Z 2'MIN, LAG SCREW OR BOLT 3/4"MIN. I d1 LEDGER __ J I TW O — — — — ---- For Sl:liwh=254mm. q/ ABQ _ — I A 1` m FI ure 74.General Attachment of Ledger Board to Band Joist or Rim Joist. 2RS o Q CRAWL SPACE B v remove sid,ng at ledger AIRS ABV. extenor sheathing pro r to installation A — � _ 6 MIL.BLACK VAPOR existing stud wall threshold carefully flashed and ( $ 1v — _ /\ _BARRIC-R TO TOP OF FTC. N Q caulked to prevent water inWsion J I _��IL�I W/12'LAP—*ALL SEAMS ledger andjolst flush on tap (\/ 4x4 P.T.005T(4x6 o BEAM_ existing 2x band Joist continuous fleshing I — — SPLICES)ON 90a FELT ON or i"minimum extending past joist IB"xl',E5) EWP tlm Joist hanger 2"min deck Joist 1.510'min. i I J 5"max. i/2"diameter lag I — — — — — y 2"min, screws or --�-I-- - L 2x floor).let, through-bolts with /� T� _ Q _ _ _ I o�Pod CWT washers "QI 5x 5'ND5 — — 2xIZ FLR JOISTS joist hanger — !PLATES 0 16"O.G. y existing 2x ledger board,must be greater 2 L I\ well than of equal to Ina depth 111 he ,� _ _ _ — — STLPI- \ deckjoiet end no greater than the — — — — — �r 1 PLATES depth of the house bend or ram Jdn "a SFIEAR IL I.BX MATERIA"OACFfBE fcD POR -� — _ _ — 2_4""xIGO' _ _ I UL ALL L'ETUA DOUBLE;2X STUD BEHIND V EVERY STHDI4 HOLOOWN GALLED OUT .p I W/6x6 POST — — ON THE FOUNDATION PLAN.5ET HOLDOWN — t/2"MINIMUM AWAY FROM WALL CORNERS• I WINDOW AND DOOR HEADERS.IT 15 IMPORTANT T _ — L THAT THE FOUNDATION CONTRACTOR HAS THE — — — — L MAIN FLOOR PLAN 5HIEET TO PROPERLY LAYOUT HOEDOWNS. 9.AM STRAP WITH O R BOLTS INTO — — — — THE FOUNDATION IS A PROPER FIX FOR dote t A MISPLACED STHDI4 HOEDOWN. — — — _ — _�� _ permitr L _J revlalonat NOTES _ — — — � — — — —ALL WOOD IN CONTACT WITH CONCRETE d) SHALL BE PRE55URE TREATED OR CEDAR. PROVIDE CRAWL DRAIN i LOW POINT I IONO.XIO' I O IN GRAWLSPAGE. "q I — — LUS,TYP. GONG. SOLID BLOGKIN6 UNDER ALL BEARING WALLS. SLOPE ALL GONG.STOOPS AND/OR PATIOS — — — — — — — I/4"F'ER FOOT AWAY FROM DOORWAYS. — m EIEARINb WALL ABOVE m w sews LEDGER drawn byy LMD FOUNDATION VENT CALCULATION a 8"O.G. I — — — — GhOGIKedtby� MWJ O I I10-T SQUARE FEET a S.bQ Q I 0 FDTN.VENTS, SI-fE1=T Boo x+I 7 REG7UIRFD -f VENT5 REQUIRED — — — — 4710 4 O A I n err SHEAR NOTE. -------1"`r'— — _ k a N+(� h PZ-4• r h P2-4' r L� S� SEE SHEET LI FOR SHEAR WALL aQ(� Q Bat LAUDS S 3x SANDS 3 NAILING SCHEDULE, 4 DETAILS. <PLATES a PLATES IB"WIDE X b" THICK C-ONTIWJOUS H{OLDDOWN 5GFfEDULE GONGRETE STRIP r-oonNG MARK HOEDOWN/ FASTENERS WOOD MEMBER ANCHOR 5TRAP THIGKNE55/SPECIE9 ReouIRED T-I 5THDI4/14 RJ 24-I6d SINKER (2)2X4/2X&5TUD5 12'-6" 25'HF/SPF T-2 MST48 (34)-Ibd (2)2X4/2X&STUDS -0' HF/SPF POUN=IA71ON PLAN T-3 MSTA56 (�6)-IOd (2)2:X4/2X6 STUDS HF/SPF SEE+eENESKAL NOTES SCALE, 1/4" . I'-O" T-4 1-15TG49553 (9b)-IOd HP/SPF xxrt xxxxrtx T-5 HDUb-SD5�.5 (20)SDS I/4" 4xb POST 7/8"ANCHOR Plan Review BOLT By City OfA lington xxrtrtxx*xrtrtrtxxrtrtrtxx L— WRITTEN DIMENSIONS ON THIS ALL 01HIS SHALL HAVE PIciE NLE OVER SCALED DIMENSIONS. LONTL4LTOR aJWI VERIFY ALL DIMEN5 E N LONDITcl NA ETV.PERTAINING TO THE WORK 1ORE PROD®ING.THE OWffR MUST BE NOTIFIED OF ANY VARIATIONS PRO TION IIESo lde AND/OR CONDITIONS SHORN ON THESE IMAWINGS.ANY alY_M VARIATION SHALL L RsCff`T D-L THE OWNER PRIOR TO PRO T To WITH TIE WORK,OR TE CONT2ALTOR SHALL AGCEFT FALL R:�r CNSIBILI'rY FOR TIE LOST TO REGTIF!SAI•E. �TI RE CIHTERE R '4" A' 51 STUI 3 STUI IS LA t A 16080 O.H.6ARA6E DOOR L� v I a m ICOVERED V W g 8 NPORCH 5TUD5� I I O PLATESL_—_-- LIOF O.H.DOOR -------J NOTES, ,p IN UPRIGHT POSITION d bARAbE ALL EXTERIOR WARM WALLS TO BE T 1U IZJ,I F2.p"X 2 X 6 STUDS•24"O.G.TYPICAL. N 3 r Q nAGGEi55� C' �./ �WWa77� ALL INTERIOR WALLS TO BE Nj J — 2 X 4 STUDS®24'O.G.TYPICAL. ALL HEADERS TO BE 4 X 10 DPM2 � 6 UNLESS NOTED OTHERWISE. 2 tV FUR-OUT HEADERS TO MATCH 2%6 20 F 5,�� MIN. _ •^„ WALLS. O I'-2" 51 ALL EXTERIOR HEADER5 MUST BE INSULATED WITH R-10 INSULATION PER W5EC LINE OF LOOK ABOVE _ _ 3"STr�L FOR WINDOWS WITH OPERABLE OPENINGS MORE N MUDROOM rF ARD UUP To 30" THAN T2'ABOVE THE FINISHED GRADE OR SURFACE - �p N\ HEAT O MINIMUM BELOW,THE LOWEST PART OF THE CLEAR OPENING J LIP 4 DETECTORa SHALL BE 24"MINIMUM ABOVE THE FLOOR.EXCEPTIONS, N RISERS FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT - �� L T PA55 THROUGH OR WHERE PALL PROTECTION DEVICES ARE PROVIDED PER ASTM P 20 O OR R612.5 (L P11-4" WT SOLID BLOGKINS UNDER ALL BEARING TUB/SHOR UNITS SHALL HAVE PIKE 11 2-6" 3H4 o V BLOCKIN&WE BETWEEN WALL STUDS AND r O O WATERPROOF SURROUND5 TO�12" f1T F m J FROM DRAIN. &LAZING,INGLUDI NG �'-(" WINDOW5 WITHIN 172"OF DRAIN, d1 u MASTER PAN SHALL BE SAPTEY GLASS. SHOWER ryiL1 BATH Quo .`p°y �vTo H y FLOW I5 LIMITED TO I.'15 6AL/MIN, d p V SO GFM SO GFM NIL Wc EXHAUST FANS LARGER THAN 50CFM MAY BE T 4 �� L CONNECTED TO 4'SMOOTH WALL VENT PIPE r % p IF RUNS DO HOT EXCEED 20 IN LENGTH, !T �� OE INIMUM5 �� ---- /DIAMETERICOMBUSTION AIR REQUIRED FOR ALL '� 50 GFMFUEL BURNING APPLIANCES / hid POWDER Tie ry Li1 O LEGEND, .a, Q O 0 �A `l ElEARINb WALL m SPACE IIOV SD. 2868 /� m �- ACCESS V _� BEARING ABOVE INS t W5 FLOOR LINE ABOVE ( `~ __.._ ry 4�_O�� I I I ABVD:i POINT LOAD ABOVE / R303.71nterlor stalrway Illumination.Interior stairways shall be provided with an artificial cial light source to per—eeer� MULTIPLE 2%STUDS 1 illuminate the landings and treads.Stairway Illumination shall receivgprimary power from the bu Iding winng Tpp o POINT LOAD light source shall be capable of illuminating treads and landings to evels not less than 1 foot- candle(11 lux)measured at the center of treads and landings.There shall be a wall switch at each floor level to O SMOKE DETECTOR control the light source where the stairway has six or more risers. - MASTER vy IIOV INTERCONNECTED Exce tion:A switch is not required where remote,central or automatic control of lighting is provided. N W/BATTERY BACK-UP. P n BEDROOM r PER IRC 314 111 "aaD �UUgWpG11 7 OCARBON MONOXIDE DETECTOR FOR ALL WALL5 LESS THAN 5'-O"TO THE _� PER IRG 515 PROPERTY LINE RIOR WA TOP OF NINDoj, E HEAT DETECTOR `"-�.� 6A FILE NO.WP BIOG-FIRE TEST AP 5510 36"ppEN TO BE AT 6'-O" AT MAIN FLOOR G NL R3501-4-i.-46,UL DE516N U509) PI-3" RAILING xTeR,a e,�Le.xA AYeR ero•.+,+e.mYPa,H 'Q r 3x STUDS r UNLESS OTHERWISE eHeAT+I,w leaµ rvAv�To Px.r�r TVDe i- <PLATES / NOTED(OR TRAN50KHAIL. &ARAeE NOTES, oa.wTH Iona•e A V Gi.rRIY�®i TES +TOW�9 oT pOTTOM PLATe9. 1. GARA6E/LIVING SEPARATION,USE �p AIR �'11'nF.® M—-� V HANDLER 2-6 .p z 1r1�` 5/6"TYPE X'6WB AT GEILINb/WALL. THe GTVD-i.G-I�•=._eLAee Flee F,a N& A ��\ pXTLEST R\ 5 A ? �J WRAP POSTS AND BEAMS. FIT IN GTVa GPAOEG Q 3%STUDr 2.INSULATE ALL WARM WALL5 AND :xpPLRiIv a IDeAR.�LLeL WAE,R I'/ee n nP°X e roT SYSTEM 1T 6 PLATES z CEILING. eTUOG wITH ed w�ew:ILsoGro•LONG, B. DOOR BETWEEN 6ARA6E AND RESIDENCE (LOAa eeArtlNG)�A SHALL BE -5/5"MINIMUM THICK SOLID WOOD m Q I NN� REF&. ��--- OR STEEL WITH SOLID OR HONEYCOMB GORE NAIL. OR 20 MINUTE FIRE RATED EQUIPPED WITH A - SELF CL051N6 DEVICE. .LS �E ;p J 4. DUCTS IN GARAGE AND DUCTS PENETRATIN&THE ^'°O'•'eX Tti_..-.THINe INTO , I too GFM WALLS OR CEILIN65 SEPARATING THE RESIDENCE FROM LL bREAT KITCHEN HAVE NO OPENIN65 INTO THE SARAbE _ ROOM I 4 O �Q0 FOR ALL HEADERS, N Q HEATING NOTES, Y POST LOCATIOSIN NS,SEE DW DISP. data: 6-�8-�I ♦INSTALL PER I'-6" SHEET A-5 ASHRAE 9 A-56 p +IS"PLATFORM V I �/ perl'1'llt: OF?LAYERS I �� r0VI510rs5 (I LAYER IF PLATFORM —— —— ——IS ON SLAB) (� ♦SEE HEATINb NOTES I T P II ry OPTIONAL NOTES, RAISE ALL PILOTS BURNERS 7 E AND SWITCHES ale"MINIMUM ABOVE SLAB. I I FIREPLACE NOTE, '0'CLEARANCE:FIREPLACE W/ (' D ININS DIRECT VENT � PAIR O S.H. ROOM FACTORY BUILT PIRBPLAGE SHALL 111 I\a� drawn by, LMD BE I SPEG FICAT ONS,AND SHALL HAVE dd55 IILL 00 y' M Cher-ke Ib WJ APPROVAL LASEL ATTACHED 5/W TYPE"X" SW COVEREDI !FHEEE=-7- TO ROOF 5HEATHIN6 MIREPLAGE5 a STOVES MUST BE Q PORCH +Q(f'' +Qp) +s ''$ D.O.E.APPROVED L BE TESTED, ab Nb A A4 FOR R IN6 A FIRST A5 SUITABLE FOR USE DURING A FIRST STAGE 36"OPEN RAILING __ __ BURN BAN. O —— •*•SHEAR NOTE: P2-4" ? y P2-4' r OF STUDS "5EE SHEET LI FOR SHEAR W ALL 0 t PLATES S t PLATES 3x STUDS '- NAILING 5GHEDULE, a DETAILS. �t PAIR O S.H. HOLDDOWN 5GHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR 4'-6" L V-6" 2'-3' 2'-3" 6'-3" 6'-3" STRAP, THICKNE55/5PECIE5 REQUIRED T-i STHDI4/14 RJ 24-Ibd SINKER (2)2X4/2X6 STUDS 6'-0" 4'-W HF/SPF -- T-2 MST45 (54)-I6d (2)2X4/2X6 5TUD5 HF/SPF PLAN /� I T-5 MSTA56 (26)-IOd (2)2X4/2X6 STUDS MAIN OOIe LAIV R I HF/SPF T-4 M5TG4bB5 (58)-IOd HF/SIRE -115" SeE GENERAL NOTES SCALE, I/4" . 1'-O" �e x� ..•..x..x T-5 HDUb-5D52.5 (20)5D5 1/4" 4x6 POST 5OL ANCHOR Plan X 2-I/2" BOLT By tv of Arlington WRITTEN DIMENSIONS ON THIS D DING SHALL HAVE PIOIS, N. OVER S TO DIMENSIONS. OpJTRAOTOR$MALL VERIFY ALL DIMBISIONS,CONDITIONS,ETC.PERTAINING TO THE WORK DIHEEI PROCEEDING.THE OWNER MST ON NOTIFIED OP ANY VARIATIONG FROM THE RZSOL IONS AND/OR LO/IDITIONS SHOVN ON_^__DRAWINGS.ANY'JIOH VARIATION SHALL BE RESOLVED BY TIE OMER FRIOR TO PROOEEDIN6 WITH IFiE WORK,OR THE GONTRAOTOR SHALL A:O�T FI1LI.RCSPONSIBILITY POR THE COST ro RECTIFY SAFE. O11 ne�i»TeRev I \/ recr 511"xV 2_4F_-V4 6L_B LONG t x 4XI0 DFM2 It, Y 6 ALL BUILT UP STUD/COLUMNS USE 16dNAILS•12"O.G. STAGGERED TO I 83 TO ATTACH T THE NAILING IS O I 5l5"x12"24F-V4 6LB TO or AT THE FAGS ID THE z FLUSH PV J015TS STUD G516 STRAP BOTH SIDES OF V 25b"LONG BEAM TYPICAL N BEAM TO WALL/POST CONNECTIONS - '— —=. ----- 72)2XI2 B-2 - — J �V J W AC � 'I - - - - - - - - x z x LAA 0 I 1' m I � IIII - - - IIIIIII NOTES: ALL EXTERIOR WARM WALLS TO TYPICAL. (2)2x12 �y Z 2 X 6 STUDS m 24"O.G. ALL INTERIOR WALLS TO BE 2 X 4 5TVD5®24"O.G.TYPICAL. ALL HEADERS TO BE 4%10 DFM2 — — — UNLESS NOTED OTHERWISE. PUR-OUT HEADERS TO MATCH 2 X ZALL EXTERIOR HEADERS MUST — — — — INSULATED WITH R-10 INSULATION PER WSEG p I— FOR WINDOW5 WITH OPERABLE OPENIN65 MORE — — — — — /,�■ THAN T2"ABOVE THE FINISHED GRADE OR SURFACE 1� BELOW,THE LOWEST PART OF THE CLEAR OPENINb SHALL BE 24"MINIMUM ABOVE THE FLOOR.EXCEPTIONS. — — MAY NT PASS THHPU ROSH'N E OR WHE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR R612.5 I 2XI2 FLR.J5$T5 SOLID BLOCKINS UNDER ALL SEARIN& p — — • 6"O.(._ _ — Q WALLS. L— LL -O° Q NB/SHOWER UNITS SHALL HAVE FIRE — — — — BLOGKI R BETWEEN WALL TO 7 AND WATERPROOF SURROUNDS TO♦N2 111 FROM DRAIN. NL 2"O INCLUDING _ _ _ _ _ WINDOWS WITHIN Y&OF DRAIN, — — (.�C.1tG: SHALL BE SAFTEY 1.155. SHOWER pormit: FLOW IS LIMITED TO I.TS bAL/MIN. EXHAUST FANS LARGER THAN SOCFM MAY BE Q �� CONNECTED TO 4'SMOOTH WALL VENT PIPE IF RUNS�FD�/O NOT EXCEED 20'IN LESNOTH. DIAF E1TER WITH A MAXIMUM RUNTOF 15' COMBUSTION AIR REQUIRED FOR ALL a---- — — - - -P M BU TI Nb APPLIANCEAIR REQUIRE m LEGEND 4x10 DFM2 I BEARINb WALL - 3 BEARING ABOVE III _ _ _ _ _ _ droWNn byy LMD PLOOR LINE ABOVE ill _ oheoko6 MWJ PT LD ill O 4x10 DFM2 — — — — qgV }T POINT LOAD ABOVE cQF} � III p SF"F E=�T s POINT LOAD TUDS `i"Gp3,`�ylL,III xx O SMOKE DETECTOR III IIOV INTERCONNECTED W/BATTERY BACK-UP. ----- PER IRO,514 O 01 CARBON MONOXIDE DETECTOR I✓ OK PB-I 4XI0 DFM2 PER I—315 'r(1 V(J' I-fOLDDOWN SCHEDULE MARK HOLOOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REOUIRED T-I STHD14/14 RJ 24-16d SINKERS (2)2X44/2X6 STUDS HF/SPF T-2 M5748 (34)-Ibd (2)2X4/2X6 STUDS U1='f� FLOOR HF/SPF(2)2X4X6 STUDS B PLAN T- MSTABB (26)-IOd HF/ /2 eSPF ` �I 1 T-4 M5TG.48 SEE GENERAL NOTES B3 (98)-IOd HF/SPF SGALE� I/4" T-5 HD D D UB-S52.5 (20)SS I/4" 4x6 POST 1/8" ANCHOR **************»»******* X 2-I/2" soLT * Plan Review BY City ngton ..................... MIT—DIMENSIONS ON TH15 DRAWINS SHALL HAVE PRELE 15 PIER SCALED M DIMENSIONS. - LONTRALTOR SHALL VERIFY ALL pItB5510N5,CONDITIONS,ETC.FERTAININS TO TE WORK BEFORE PROL®iNb.TIE OYBER M15T NOTIFIED OF ANY VARIATOIK FROM TVE DIMENSIONS Alm/OR LOImiTIONS SHOIW ON THESE DRAWINGS.ANY 5U:h1 VARIATION 5HALL M RESOL\�BY THE OVAER PRIOR TO PROC.�JIN6 WITH THE WORK,OR T!E CONIRALTOR SHALL ' Ell .6 A.Lm'f PA.L RESPC�I&CITY FOR THE LOST TO RELTFY SAME. II O U TOP OF WINDOWS u� AT UPPER FLOOR ILJI J TO E5 AT HER 2020 PIG. wl UNLESS OTHERWISE �I NOTED(OR TRANSOM) S 2030 it AGGE55 NOO d INS eW5 OPT TH �m� ■ �N W BEDROOM V �T TWO J (N O ry�0 i A0 m � W v A� 1 5 noVO. 5�06b ii GWC ILNS e— BI-FOLD 0 O 5065 O 5,-8" 2'-6° V-4' = Z BI-PASS I10V sD. W Q •,';,t.'. LOFT m m U 8 K FOR ALL HEADERS, � Q _ BEAMS AND NOTES, d � POST LOCATIONS,SEE ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS o 24"OG.TYPICAL. 1LLVN1 U N ALL INTERIOR WA1_1_5 TO BE Y 2 X 4 STUDS o 24"O.G.TYPICAL. ALL HEAOERS TO BE 4 X 6 O 12 Ln UNLESS NOTED OtHERWISE. a m FUR-0UT HEADERS TO MATCH 2 X 6 `t m U z ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER W5E:G O FOR WINDOWS WITH OPERABLE OPENINGS MORE _VI1oV 5On O\FAANN OTHAN T2"ABOVE THE FINISHED GRADE OR SURFACE N BELOW,THE 1_0 E5T PART OF THE CLEAR OPENING d3L6• Z 50 GFMSHALL BE 24"MINIMUM ABOVE THE FLOOR.EXCEPTION5� OZZ 6 24&aFULLY OPEN IN NDOW5 WHERE A 4'SPHERE MAY NOT NJPASS THROUGH OR WHERE FALL PROTECTION DEVICESPGKTARE PROVIDED PER ASTM F 2090 OR R6I2.5ryryrySOLID BLOCKING UNDER ALL BEARING J UNITS SHALL HAVE FIRE NBLOCKING BETWEEN WALL STUDS AND � BATH 1SURROUNDS TO— TFROM ORAIN. 61_ Z N6,INCLUDINGWINDOWS WITHIN� OFDRAIN, �KSHALL BE 5AFTEY&LASS. N L FLOW 15 LIMITED TO I.TS& !_/MIN. EXHAUST FANS LARGER THAN SOCFM MAY BE O CONNECTED TO 4'SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20'IN L.EN6TH. T THE MINIMUM SIZE OF FLEX DUCT I9 5" U m DIAMETER WITH A MAXIMUM RUN OF IS' d a permit: COMI—TION AIR REOUIREO FOR ALL FUEL BURNING APPLIANCES O P65 III ry rBV1510r LEGEND: , N ry BEARING WALL BEDROOM BEARING ABOVE (EGRESS) tN THE I (� — FLOOR LINE ABOVE I d T l ^� POINT LOAD ABOVE I m Q m ABV. � II PAIR 3C 50 S.H. y - o OTOAD MULTIPLE 21 N�PIN "' I --- LM= DETECTOR chacic6d b j O SMOKE I _ - y IIOV INTERCONNECTED U PER RG IRC T 1Y BACKHIP. d PER ala _ I I 2020 PIG. O EE:-:T O GARB C BMONOXIDE DETECTOR 4 I I N N __PO_RG_H SOW ...SHEAR NOTE: �---- --- --- — SEE SHEET LI FOR SHEAR WALL NAILING D SCHEDULE, 6 ETAILS. PAIR 3C 50 S.H. HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNE55/SPECIES REQUIRED 4'$" 3'$' T-I 5THD14/14 RJ 24-16d SINKERS (2)2X4/2X6 STUDS T-2 MST4H (34)-16d (2)2X4/2X6 STUDS HF/SPF UPPER FLOOR PLAN T-3 M5TA36 (26)-I0d 2X4/2x6 STUDS HF HF/SPF 2 S D5 SEE bENERAL NOTES SCALE: I/4"T-4 MSTG48B3 (3H)-IOd HF/SPF T-5 HDUB-SD52.5 (20)SDS 1/4" 4X6 POST /8 ANCHOR Plan Review 50LT ***Plan Review X 2-1/2" By City ofArlington WRITTEN DIMENSIONS ON THIS D 01145 SHALL CAVE MOVE,E. OV AI SCALED DIMENSIONS. VONTRAGTOR SHALL VERIPY ALL DIFENBI E IFIW F A ETV.PLRTAINS F TO THE WORK BEFORE NS AWDINS.TIE OIWER MUST BE NOTIFIED OP ANY VPRATIONS PROM TNE DIMENSIONS AND/OR VONDITONS SHOWN ON TESE DRPWIN69.PNY SUGII VARIATION SHALL EE RESOLVED BY TIE OMIBI PRIOR TOE COST TO WITH TlIE WORK,OR TE LONIRAGTJR SHALL ACCEPT PULL RESPONSIBILITY FOR THE COST TO RECTIFY 9ANE. I RAE�IBTEREp ___ 31 1112"24F-V4 GLB r Ds _ 19b'LONG y 4XIO DFx 2�'L e a V 6 8.128�12 R�aoP❑NT ❑ ROOF gh�❑ cm z E Wr 9 FRE.MF6.TRUSSES HL{ W k✓' F •24"O.G. GABLE END �FE--•1 TRUSSED TO I "'f-iJJ///---•••111 BE DESIGNED TO SPAN WINDOW/ Q DOOR OPENINGS Do 4 M TYPICAL D9 ❑ ElDS AFSO AOTTI I 4•EXHAUST RaoF INS E55 RDaF AP50 vENr NS<Ps .IUK❑ SAVE PROTECTION PER IRG R502.1 ❑ ❑ IF EAVE5 ARE WITHIN 5'OF THE PROPERTY LINE,THEN A ONE HOUR FIRE RESISTANCE RATING IS REQUIRED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS.IF THERE IS SOLID BLOGKINb AND a JACK i� J NO VENTS,THEN THE FIRE RESISTANCE RATING y `yam GAN BE REDUCED TO ZERO HOURS. It,! K YI in7 I/ �� X. �❑ LAFEO-TRIO SPPER PLAN If'1 WWWSSS ❑ Z W O SOLID BIRD AT LE55 RROM A ❑ Roo ApppP A m THE PROP.LINE AFSO VENT❑ ❑VENT T�5P-A. PRE.MFG.TRU55E5 a 24"O.G. I I 7 e�*eRIOR 8.12 a ❑ CID � � � Rio ONE HOUR I DETAIL(IF PLAN REQUIRES) r-- �T L z O ROOF FRAMING NOTES vBlr❑ ❑VBR .TACKS T , O z `�? GUT RAFTER TAILS TO MATCH 2x4 ( ❑ I / TRUSSES < z GONNEGTORS SHALL SE ENGINEERED BY TRUSS MANUFAGTJRER ROOF PITCH SHALL BE 3�2 TYPICAL UNLESS NOTED OTHERWISE Roo❑ ❑ROo ROOF ' ROOF OVERHANb SHALL BE 12"U.N.O. 2X6 RAFTERS•24"O.G. VENT y,4 AT FIREPLACE B1TH NO �x5 oVERFRAMIN6 NO OVERHANG WITH NO L BUOUT TTER AND NO ROOF VENTS L Q - BEARIN&BELOW o DS DOWNSPOUT T ❑ data. TRUSS NOTE p AEl rraVlelon6: ALL TRUSSES SHALL HAVE. `T 1. STRESS ANALY519 AND DRAWINSS/ VENT DETAILS STAMPED BY A STATE APSO ElREGISTERED EN6INEER. ROOF ROOF VEN Y8R 2.MANUFACTURER'S STAMP ON PRE- D5 MANUFAGTIRED TRUSSES. 9.BRACED TO MANUFACTURER'S SPEGIPIGATIONS. 4.STRESS ANALY515 AND DETAILS SHALL BE SUBMITTED TO BUILDING I APA DE PT.FOR APPROVAL AND SHALL ill ❑ ROOF drawn b , LMD BE KEPT ON SITE FOR FRAMIN'S ((Vy I VBtf NSPEGTION. g II� p5 a GV"IOGIGO by: MWJ B.TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDIN&DEPARTMENT I' APPROVAL OR ENGINEERING El-I- ULATION5. I 51-i�3=T 6.ALL TRU55E5 SHALL HAVE SIMPSON CLIPS ENDS. WHERE TRUSSES CLIPS AT NON- ARE PARALLEL TO WALL,U SI MP50N ^ull LBO AT T NON-N. USE SIMPSON STG PB-I D5 a BEARING WALLS A LL SE D5 _ -_ 4x10 DFx2 OF� ROOF VENTING CALCULATION 4 , 14-72 SOFT AREA =4,q0 SOFT REQUIRED HIP JACK5 300 o2410.0. (4.qO) X(5095)= 2.45 SGFT MIN. REQUIRED AT EAVE5 TYPICAL TRUSS BLOCK HAS(4) 2 :V SCREENED HOLES PROVIDING 6.25 50. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY O VENTED BLOCKS= 0 SOFT PROVIDED p ^ I PROVIDE 10 AF50 VENTS AT EAVE LINE= 5.40 SOFT PROVIDED ROOD PRAM I NCB PLAN (4.qO) X(5095)= 2.45 SOFT MIN. REQUIRED WITHIN 3'OF THE RIDGE SEE GENERAL NOTES SCALE. I/4" AF50 ROOF JACK VENTS= 34 SOFT EACH VENT ##RRRRR#RRRR***#**RRRR*RRk PROVIDE 10 AF50 VENTS= 3.40 SOFT PROVIDED Plan Review TOTAL VENT AREA PROVIDED= 6.60 50 FT By City of Arlington Rrt*#R*Rrtrt*#*rtrt*RRRR** I f. 6 WRITTEN DIMENSIONS ON TilS DRAWING SHALL HAVE PREOEDENCE OVER SCALED DIMENSIONS. 1 CONTRPLTOR SMALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC.P RTAININS TO THE WORK BEFORE PROCEEDING.TIE OIMER MU5T M NOTIFIED OF ANY VARIATION5 FROM TIE DIMENSIONS Alm/OR CONDITION5 SHOYN ON THESE DRAWINSS,ANY SIICH VARIATON SMALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR TE IANTRACTM SHALL ACCEPT FULL RE5FO 011-I1 FOR THE COST TO RECTFY SAME. w 2010 NAE) I I NGTON STATE ENERGY CODE H g F ag *ALL CLIMATE ZONES (TABLE R402.I.I) U U B " PENE9TRATION BICYLIbNT GEAZE WOOD FRAMED BELOW D O U-FACTOR U-FACTOR BLS�NbEG TRD AT- R-VALUE WALL-A- R-VALVE WALL R-VALUE BLAB R-VALUE k ND DEFRN r^ F �yC O.OH O.°30 K-2t NR R-4q R-DI R-3H R-I-,-FEET (�, R-21+TB Q�`1I *TABLE 406.5— ENERGY CREDIT5 (51NcSLE FAMILY) U THIS PLAN REOUIRES 6 CREDITS SINGE IT 15 OVER 1500 SQUARE FEET AND UNDER 5000 SOUARE FEET PRE. TRUSSES C O Z4"OL O.G. OPTION GtZE1DIT F� HEATING OPTION 2 HEAT PUMP (ELECTRIC) 1.0 awzm mom UPPER FLOOR P.L. ENERGY PRESCRIPTIVE COMPLIANCE 15 BASED .5 V ON TABLE B12PROOM R402.1.1 WITH THE FOLLOWING LOFT J = OPTION MODIFICATIONS. TWO VERTICAL FENESTRATION U=0.25 QQ2 FLOOR R-Bb W SLAB ON GRADE R-10 PERIMETER AND ``�R LY �® p UNDER ENTIRE SLAB BELOW GRADE REHM /� R-10 PERIMETER AND UNDER ENTIRE V SLAB OR COMPLIANCE BASED ON _ - FIN.FLR.UPPER = Z SECTION R402.1.4. REDUCE THE TOTAL FLR.JOISTS PER PLAN PL. W 0 CONDUC MAIN FLOOR TIVE UA BY 596 - - FL OM C _0 ENERGY COMPLIANCE BASED ON R402.4.I.2. •5 V m OPTION REDUCE THE TESTED AIR LEAKAGE TO 2,1 5.0 AIR CHANGE5 PER HOUR MAXIMUM MASTER 50 PASCALS AND BEDROOM ALL WHOLE HOUSE VENTILATION REQUIREMENTS R-21 INS.e AS DETERMINED BY SECTION M150-/.5 OF THE EXTERIOR WALLS c INTERNATIONAL RESIDENTIAL GODS OR SECTION 405.5 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN(S) (MAXIMUM 0.55 watts/Gfm), NOT INTERLOCKED ,n M WITH THE FURNACE FAN (IF PRESENT). VENTILATION FIN.FLR.MAIN to lLJ SYSTEMS U51NG A FURNACE INCLUDING AN EGM — — — — Z y MOTOR ARE ALLOW ID ALLOWED, PROVED THAT THEY L ARE CONTROLLED TO OPERATE AT A LOW SPEED = I II FLR PJL15 IR_BBL A��IN VENTILATION ONLY MODE DINTS NV = (\ XO O ENERGY DUGTLE55 SPLIT SYSTEM HEAT PUMP WITH NO 2 O Z ■1� OPTION ELECTRIC RESISTANCE HEATING IN THE PRIMARY \ V 5.6 LIVING AREAS. A DUGTLE55 HEAT PUMP WITH A J Z MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND J lU PROVIDE NG TO THE LARGEST ZONE OF E HOUSING UNIT SE:-GTION A%-A 5EE GENERAL NOTES SCALE. 1/4" 1'-0" u ENERGY WATER HEATING SYSTEM SHALL INCLUDE OPTION THE FOLLOWING. ELECTRIC HEAT PUMP 2.0 L L 5.5 WATER HEATER MEETING THE STANDARDS fl- FOR TIER III OF NEEA'5 ADVANCED WATER HEATING SPECIFICATION date: 6-28-21 permit: TOTAL revielons: 6.0 CREDITS drawn bbyy- LMD r-hmakodby. MWJ Si--IFFY O f= Plan Review By City ofAdington ............... WRITTEN D1ME 10%ON THIS DRAWING SHALL HAVE PRLLIDENGE OVER SOALED DIMENSIONS. LONTRALTOR$HALL VERIFY ALL DIMENSIONS,LONDITIONG,Eft.PCRTAINING TO THE WORK BEFORE PROL®IN6,TIE OY#Eft HJST EE NOTIFIED OF ANY VARIATIONS FROM TIE DIMENSIONS AND/OR TN" 6HOV#1 ON TIME DRAWINGS,ANY SUGH VARIATION SHALL BE RESOLVED BYTE OWER PRIOR TO PROLE 1"WITH THE WORK OR THE COHfRAGTOR SHALL 16 MIN. P.OGEPT FULL RESFONSIBILITY FOR THE LOST TO REOTIFT SME. PER PLAN 2x TOP PLATE NAIL SHEATHI .GNG TO EXTEND TO .. .. HEADER a 3"O .E.W. 1 END WALL5 HEAD —— SFEARWAIl PER PLAN •y y HOLD PER PLAN OR(2)2x 3/4'MIN.TINS, 5LBILOOR THD L III SHEAR WALL SCHEDULE CONNECT PLYWOOD tSTUDS 41�IED Od NAIILS WEDGE PER 20I5 I6G I W/Ed NAILS o 3"O.G. FLOOR JD15T 70 ALL 57UD5,PLATES PER PLAN BOTTOM SC HEALE GENERAL NOTES: I t HEADERS SEE PLANS TO DETERMINE THE DIFFERENT DES16NATOFZS FOR SHEAR WALL MATERIALS, •I PA RATED SHT6. P.T.SILL PLATE W NAILING,ANCHOR BOLTS AND HOLDOWNS. LOCATE HOLDOYWS AS CLOSE AS POSSIBLE TO THE END �6"MIN.24/O EXP. �gY�HpR BOLUS PER OFL THE p DESIGNATED I.- � , 4 5THP14 WOOD SHEAR WALL SGMLE W HOT HDIPPEDNNALAANIZEDBOLTS,WASHERS,t NAILS IN CONTACT WITH P.T.WOOD TO BE TO CONCRETE .I 3Nd'xI/4'50.NASHERS .r. NECITo RS OR EQUAL •I -3x OR 12)2x N#4 CONT.TOP PI ONE SIDE PLYWOOD .II II• PLATES;NAIL SHEATHING TO FINISHED GRADE C� P2 = TWO SIDES PLYWOOD •IL EACH PLATE NAIL SPACING SILL OPTIONAL BASE HEM FIR MARK 70P<BTM.ANCHORS ELK& PLATE SIMPSON MASAP PLATE VALUE FIELv PLA1E5 REOb. #4 HORIZ.•12"O.G. _ _ e call E10L ANCHORS _ NAILING (#/LF) I I• �I $ PI 6 f'I.BYYd4D ED6 ES I2" 6" IB'O.C. 2x4 5/8"O 46" C 45"t ENDS (2)I6d 6 10" 240 (3)#4 VERTICALS a d X IS A.B.W/3"X3"XI4" ^• I��II .. _ •' PLATE WASHER SEE DETAIL 2/61 ts PI 4 ed 4" 12" 4" Ib'O.G. 2.4 5/8"a 32" 0 30"t ENDS (2)I6d a T' 349 T'IMBEDMENT FOR STEEL LAYOUT = V B PI 3 * 6d 3" 12" 3" 14"O.G. (2)2x4/6 5/8"a 24" 0 24"t END5 (2)I6d o 5' 450 PI-2 "* 8d 1 2" 1 12. 2" 12"O.O. (2)2x4/6 3/4"a 24' o 10't ENDS (2 I6d o 5" 585 a�� GONG.STEM WALL N + 8d 6' 12 6" 10'O.G. (2)2x4/6 5/B" 4B0•24" WA (2)I6d o 5" •I •a C/) �—q 4" 12" 4" 8"O.G. (2)2x4/6 S/4"0 20" WA (5)I6d o 5" 900 n • 1•�-I P2-3"** Bd B. 12' 3" B"O.G. (2)2x4/b 3/4"0 16" WA (4)I6d o 5" 900 TOP OF SLAB •I "a.._ m Mt-I P2.2"*# ad 3' I2" 2" B"OA. (2)2x4/b 3/4"• 12" WA (4)I6d o 4' IITO CE GONT.FOOTING PER PLAN **NOTE,WALLS WITH UNIT SHEAR OF 350#/ft.OR 6REATER SHALL HAVE FRAMING I-EMBER5(STUDS t PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR(2)2X MEMBERS d PER IBC 2015 AND 5DPW5-20I5 MEMBERSPER 5.7.1# EX DESIGN PROVISIONS FOR WIND AND SEISMIC,GRAFTER ��LATERAL RESTRAINT PANEL STHD HOEDOWN FOUNDATION Z 4.3,T,1#4 EXPEGTION;(2)2X MEMBERS ARE OK IN LIEU OF 3X STITCH NAIL DOUBLE STUDS AND PLATES T06ETHER WITH 1 SGALE� I" I'-O" SCALE: N.T.S. I6d NAIL5 0 12"O.G.5TAOERRED 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 WALLS. SHEAR WALL NOTES E1/161,D o5B OR PLYWOOD SHEATHING-L15E Bd COMMON OR 6ALVANIZED NAILS. BLOCK ALL PANEL ALE STUDS•HOLD" SIMP50N A-55 CLIP 6 J E5. 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 ED6E5,USE I-I/2'8d DROP TOP CHORD OF TRUSS SHORT NAILS OR 3X STUDS WITH 6d COMMON NAILS. FOR 2"MAIL SPACING,USE 3X STUDS SNEARWAL PER PLAN TIE STRAP PER PLAN W AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON ALL NAIL HOES FILLED W TO ACCEPT 2X6 OUTLOOKER H SEPARATE STUDS ON EACH SIDE. I6d COW4ON NAILS 314E MIN.NAI PLYWOOD 4t9-FLOOR I6d NAIL EA.SIDE W • FLOOR PLYWOOD-USE Bd COMMON RAILS,0 EA O.G.AT INTERMEDIATE SUPPORTS,V.O.G. GLUED t NAILED-NAIL s 6'EDGE ! �+ AT ALL PANEL ED6E5 AND 4'O.G.AT ALL SHEAR WALLS,UNLESS OTHERWISE SHOWN ON PLANS. <12'FIELD W IOd NAILS FLOOR JOISTS-JOIST PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE BOTTOM PLATE NAILN6 O CRO55 BLOCKED AT 48"O.G.o ED&E5 W/(4)IOd NAIL5 FOR THE FIRST BAY. DOUBLE RIM FOR PER SHEAR WALL SGIEMILE V.x 3" x 1/4"5OUARE WASHERS AT ALL ANCHOR BOLTS.PLATE WASHERS TO BE INSTALLED WITHIN �SIEAE AILNSSGIEDULE = Z I/2"OF SHEATHING 7/16"055 OR PLYWOOD SHEATHING-STAPLE SCHEDULE GABLE-END TRU55 PER PLAN Wc O ALLOWABLE SHEAR VALUES WITH HEM FIR#2 STUDS V 2"I6 6A.STAPLES O ,15 6A.5TAPLES o 14 6A.STAPLES• EAL.IMINATEDINAt PIfiA AWhIORW Plies TRUSSES OR RAFTERS m V.O.G.-280#/ft. 4"O.G.-280#/ft. 4"OA.-303#/ft. TYPE SMEAR WALLS,IF THE PER PLAN 2"O.G.-560#/ft. 2-I/2`Ob.-430#/ft. 3"O.G.-3'10#/ft. PLYWOOD PAWL SPANS RIM 4"o.C.AND IOd NAILS 2"O.G.-504#/ft. JOIST AND 15 NAILED TO BOTH a E'O.G.-620#/ft. THE EOTTOM RATE OF SHEAR WALL ABOVB AND THE TOP FIELD SPACING,12"O.G.NAILS t STAPLES. PLATE OF THE WALL BELON HOLDOWN5-INSTALL SIMPSON HOLDOWN5 OR U5P HOLDOPM AT THE END OF SHEAR WALLS �IFI�NAILIR KILL TABLE SHEATHING!NAILIN6 PER WHEN SHOWN ON DRAWINGS. SHEAR WALL SCHEDULE PER PLAN,SIMP50N STHDI4 OR USP STADI4 5IMP50N M5T56 OR USP MSTI36 FLOOR TRL55B SIMPSON M5T46 OR U5P K5T248 51MP50N HDUB OR U5P TDXIO 0V ANCHOR BOLT MIN. PER RAN 5IMP50N A35 SIMP50N M5TG45B3 OR USP MSTC8463 24"EMBEDMENT,3"BOLT INTO(3)2x4(6)) ANGLE a 24"O.G. MR FRAMING ANGIHOR SCHEDULE in OVERHANG t FASCIA ` DOUBLE STUDS,If HOLD" �1 Z SNEAFWALL PER PLAN 2x STUD WALL a 16.O.G. IN CJ z ~ z ATYPICAL SHEARWALL TO ROOF CONNECTION �- J I�I STRAP HOEDOWN WALL TO WALL � SCALE:, N.T.S. .0 L 0- dote, 4rp-2b-2I permit, revisions: drawn by. LMD checked by: MWJ SHEET xwx*xxxxwwwxxxwxwx*xwxxxx*x Plan Review By City ofArlington x*RR**xxRRRR*xR****RR*RfRRx ' T'fEN DIMEIsI ON T115 DRAWING SHALL HAVE PRECEDENCE OVER SOALED DIMENSION5. CONfRALTOR SHALL VERIFY ALL DIMENSIONS,—0,s,ETC.PERTAINING TO TIE WORK BL-FORE PROL®ING.TE OYUER FUST BE NOIIFI OF OF ANY VARIATON5 FRGATiE DIMENSIONS Alm/OR CONDITIONS SHOWN ON THESE DRAWIN55.ANY eA'H VARIATbN� L BE RE50LV®BY THE OWER PRIOR TO PROCEFDIN6 HITN TIE WORK,OR TIE CONTRACTOR SHALL ArrEP'9„,L R_r�aCNSIBILITY FGR^E rdT TC RATIFY SAfE. NASH AND A550GIATE5 �G GENERAL NOTES: 03/4" I.All-metruction per ap Iicable codes and ordinances. KNISH PER ELEVATION ROOFING MATERIAL 20 C 18 IRG,IB .-2018 V!SHINGTON STATE ENERGY CODE ON T/Ib°OBS SOLID COX 24-0 PLYWOOD SHEATHING;8d o 6'O.C.EDGE 2.Verify all cll a lons on Job site.Bring discrepancies 8d a Q'O.G.FIELD to the attention of Owner and/or Designer. ('i AGX PLYW S) 24"CARDBOARD BAFFLE MIN.IN.15#UNDERLAYMENT D®EVE -aX 3/411 3.Owner will Verify window sizes and manufacturer(s)with AL-ON FOR I"AIR SPACE NAIL 6"EDGE,12'FIELD \ framer before start of construction. MIN.EXTEND 12"ABOVE WITH Do NAILS,U.N.O. HANDRAIL i- INSULATION. PROJECTION f1, 4.One window per bedroom shall meet egress code. Y WALL NO LESS 5. II per 2018 IBC.THAN INO NOSING `Jht glazing c] g g P rT, Z 6.Truss manufacturer shall supply shop drawings to Owner W (� SOLID SHEATHING 7 and framer to review and approve before fabrication. F--{ OR GO X PLYWD. WHERE EXPOSED N I I ?.Owner will verify electrical and heat layouts with TO WEATHER I I I I installer before Installation. H'1 U d o OPEN RAIL I I I I I 8.Under all parallel bearing walls,use double joists or as U rT1 yl OPEN SPACE BETWEEN I I I noted on plan. Double joist(or extra TJU under all non- TOP PL. PICKETS SHALL BE IX FASCIA BD. I I I I I I bearing parallel walls. O LESS THAN 4"CLEAR I 1 I I 11 C/� + 9.TJI products to be installed per manufacturer's CUmRAPPROVED TRUSSES BEARING i I I I I yj/ // HANGER Installation guide and approved reports. I �I MANUFACTURER'S SEAL, If) I I (/ / IO.AII metal connections to treated wood shall be at a SEE ROOF FRAMING PLAN i I I i �y / mhimum;tripple zinc ZMAX(6I85 per A5TM A653);Hot Dip V FOR SPACING Galvanze(AS7M AI23 for connectors and A5TMI53 for m I y✓INSULATE PER WSEG fasteners and anchors. / 2x It.All bathroom fans,kitchen hood,and dryer ducts shall be 2"SCREENED VENT e"X 10'ANCHOR BOLT W/3"X3"X / exhausted through the attic to the roof or through the HOLE5 WITH 1/4" a"PLATE WA51-ER5 0 4B"oa.No / floor system to an outside..It. All all ducts shall GORRPSION RE515TANT L I�/ N6 ARPA LE55 THAN 4)' 6 NO MORE THAN 12': 2X4 STOP 3-2x12 terminate at least 36"from a window opening. o METAL MESH COVERING FROM EA.END SILL GORIER,JOINT, STRINGERS °J END,OPENING ETC. l"MIN. 11) FIRE BLOCK ALL VERTICAL EMBEDMENT INTO GONG.EXCEPT a 2-2X HEADER Q OPENINGS IN WALLS AT SHEAR WALLS-SEE SHEAR WALL Ud PLATES AND FLOORS NAILING 51-HEDULE. FLOOR JOIST 2X4 BLOCKING Z 2x P.T.SILL \ (FIRESTOP) CLIMATIC OGRAPHIG DE5I6N CRITERIA. I - z_ 51-1614T TO MODERATE II° #4 REBAR a 16"O.G.HORIZONTAL FIREBLOGK SD 5 ECAY: 51-I614T TO MODERATE FLOOR J015T5,51ZE AND I L1. FIREBLOCK 5TAIR5: \ WINTER DESIGN TEMP: 26° 5PAGIN6 PER PLAIT ONCE IN TOP E BOTTOM J FIN. FLR. 9 OF RUN BETWEEN STRINGERS \ IGE5HIELD REQUIRED: YES Vj LU 4 REBAR a 48"O.G.VERTICAL d ALONG RUN BETWEEN STUDS W - - # FLOOD HAZARDS: 2003 1992 FIRM H USABLE 5PAGE UNDER STAIRS AIR FREEZING INDEX: 250 IIJ TO BE I HR FIRE CONSTRUCTION \ MEAN ANNUAL TEMP: 46 3"MIN. 5/6"TYPE'X'6AB.(TWO LAYERS �� O ❑ TOP PL. AT STAIR CEILING) GLR TYP. #4 RE74 \ DE516N DATA: = Z (2)2x TOP PLATE,LAP CORNERS, W"J"BAR ROOF LOAD5: LL 25#/SF(SNOW) 7 OFFSET END JOINTS BY 48" \ ALL FOOTINGS TO BEAR ON STAIR NOTES: To a0#/F V m •GYPSUM WALLBOARD,TYP. BEARING SOIL Tls"OSB.OR PLYWD.SHEATHING. VJ/PVA VAPOR BARRIER®WALLs STAIR flETA I L - TYP GAL RISER HEIGHT = -10" MI MAX. NAIL b"EDGE,12'FIELD WITH 8d AND GEILING5 3 FLOOR LOADS: 1? 40#/5F NAILS uNLE55 NOTED orHERwISE 61 SCALE:N.T.S. TREAD DEPTH = 10" MIN. DL Io#/5F ST17. FOUNDATION DETAIL TOTAL 50#/SF .. £� DECK LOADS: LL bo#/5F `/ f� C'2I SCALE.N.T.S. .,r ,.., ::,. -�- DL 10-/5F 2x STUDS®16'O.G.TYP. FIRE I V I I VG AREA 501E: TOTAL PSF MINIMUM FIRE BLOCK ALL VERTICAL 11 OPENINGS IN WALLS AT CONCRETE: 25 •f'51 AFTER 26 DAYS PLATES AND FLOORS (%f SACK MIX) -5000 P51 FOR EXTERIOR FOUNDATION - WALLS,PORCHES,5TEP5,AND OR GARAGE 5LAB5-AIR ENTRAINMENT 15 BETWEEN 5-7%(TABLE 4022 IRG) Z "X 10"ANCHOR BOLT W/3'X3'X PLATE WASHER5 0 45"oc.NO LE55 SIDING,SEE PLAN FOR TYPE MASONRY: PER 2018 IBC yy THAN 4}"6 ND MORE THAN 12' L FROM EA.EN6, SILL T'MIN.CORNER.JD1Nr, STEF1: PER 2018 IBC(GRADE 40) END,OPENING ETC. T'MIN. /� EMBEDMENT ISHEAR HALLSNTO GONG.EXG�f O GrlRAG1_ WOOD: PER 2018 IBC Q NAILING SCHEDULE.SEE SHEAR WALL NAILING: R602.3(1),2015 IRR0O2AlOLIN6 PER TABLE WIND: 65 MPH V TOP FLANGE JOIST 5EIsmIC: ZONE-D. 2x BOTTOM PLATE:- HANGER PER PLAN #y"T8G PLYWOOD SUB-FLOOR V=see design calculatlons(WdU 2x P.T.SILL (GLUED t NAILED)NAIL 6"EDGE, INSULATE PER WSEG., - N✓EATHERING POTEMIAL:MODERATE O 12'FIELD VV IOd NAILS. SOLID 11-1146 o fl- FROST LINE: 12' —BRC.WALL ABOVE TYP. E.F.P.: 45 P5F FIN. FLR. 4"GONG.SLAB ON 4'BEAM: DOIX fv FIR a2 85 PQr 4"0 D.5.TIGHILINE,P051TIVE d 4"GRANULAR BED 6'BEAM. fb=875 PSI rre ISloris: DRAIN TO STORM SYSTEM °pII III E=IbOOOOo FIN.GRADE TO SLOPE — ..__._ __._ ° �J 4'POST: AWAY FROM BUILDING �. DOUGLv=FIR#2 6"POST: fv=fb 655 7 JOISTS E RAFTERS HEM FIR#2 48" MAX. 9PO4G NGF'ER PLAN AND t 5TUD5: fv-T5 GR 4WLSPAG� fb=850 P51 UNBALANCED (TALLER WALLS PER PLAN SEE FOUNDATION PLAN E=1,30OP00 FOR BEAM SIZE 6 2x4 GUSSET EA.SIDE POST SIZE/SPACING GLU-LAM BEAMS:I drawn by LMD \/\�\� SEE D PLACEMENT G'1eGkBC1'b MWJ SEE DETAIL#2 ABOVE q F POST o ow-HGA factopr,GF"KI) Mb=2,400 sl(reduced size y' /. ELT _ POST TO GONG. E \/ Hoff: \� Z 6 MIL.POLY VAPOR BARRIER 4 J LUMBB;ZVARATl00 WILL BEM THE �� -- NOTED ON THE PLANS. ALL REINFORCEMENT 4'b F'ERF.FOOTING DRAIN TILE MUST BE TIED IN PLACE W/CLOTH COVER d GRANULAR FOR FOJNDA?ION INS_GITOtN T 1.SLBFLOOR: O� COVER H' OVERREGV BY SOIL .TU PLYWOOD lb O.r.APO RATED \ STUDD-I-FLOOR I6'O.G.,3/4" CONDITIONS SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FTC./PON.51ZE FOR PAD 51ZE WALL d ROOF SHEATHING: APA RATED 5HEATING 24/16 1/I6• ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON BEARING SOIL BEARING FOOTING FOR SOIL e'HALL-18'x 12"FOOTING 24'BELOW GRADE #4 STUB STEEL-48"o.c.VERT. UNLESS NOTED OTHERWISE e TYPICAL WALL SECTIONS - 6 51-ALE:N.T.S. -: xx #•xxxxxxxxxx Plan Review By City ofAlington