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Permit File 1401 Dakota Avenue
C# +111411,41 CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1401 Dakota Ave. Owner: West Coast Plumbing INC. Constructed by: West Coast Plumbing INC. Building Permit #: BLD-2016-1505 Date issued: 12/09/2016 Use Zone: R2 Dated: January 9, 2018 Authorizing Official: IQ ,, ' Y 3.z._ Cityof Anacortes .� , Invoice/Permit#: BLD-2016-1505 904 6th.Street ;, f Applied date: 08/23/2016 P.O.Box 547 Issue date: 12/09/2016 1 'fir' Anacortes, WA 98221-0547 Expire date: 06/07/2018 (360) 293-1901 Job Address: 1401 DAKOTAAVE Permit Type: Single Family Residence Permit ANACORTES WA 98221-1310 Project: APN: P31725 Remarks: New single family residence constructed per approved plans. Owner: WEST COAST PLUMBING INC. Contractor: WEST COAST PLUMBING INC. Address: 7419 204TH ST NE Address: 7419 204TH ST NE ARLINGTON WA 98223 ARLINGTON WA 98223 Phone: Phone: (360)403-1000 License#: WESTCCP871J6 General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R-2 Building Permit Fee 2,656.95 Lot Area 11176 Plan Review Fee 1,527.02 1st Floor Square Footage 624 Mechanical Permit Fees 125.30_ 2nd Floor Square Footage 1139 Plumbing Permit Fee 174.00 3rd Floor Square Footage 1473 State Building Code Fee 4.50 Garage Square Footage 718 Sewer Inspection Fee 50.00 Deck Square Footage 40 Storm Drain GFC-Residential 1,408.06 Stove,Appliance 1 Sewer GFC-Residential 8,987.40 Building Valuation 397000 Park Impact Fee 615.00 Traffic Impact Fee 900.00 # Forced Air Furnace<=1,000 1 Fire impact Fee 1,473.00 #of Bathtubs 3 #of Clothes Dryers 1 Total Calculated: 18,121.23 #of Clothes Washers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #of Gas Fireplace 2 Total Due: 17,921.23 #of Gas Piping 1 , ; ,_ , -15 #of Gas Water Heaters 1 r Y #of Water Piping 1 -.7. 2. �_, z #of Hose Bibbs 3 •• `� t #of Kitchen Sinks 1 w r, `''' - , '' #of Lavatories 6 L; 0 —. 1- 0- #of Range Hoods 1 0 .- o "1 c-4 ,-• z #of Showers 1 P. ,. `;2. ,, #of Slop Sinks 1 cr; a' ,r #of Ventilation Fans 4 : - M+ i #of Water Closets 4 � • 03 — , . :7.7 'S, Cr %) I. I_. •4 --. N. —. � r+ ° ,--, NJ rt. Zok-- is, c' tTL 4 a , t.i -in r4 r. 12 lagalls, Paul From: Ingalls, Paul Sent: Friday, October 07, 2016 3:39 PM To: 'Josh Tremmel' Subject: RE: dakota lots permits Josh, I sent some messages to the email address (josh@westcoastplumbing.com)written on the applications for the 2 homes on Dakota Ave. Just today 1 realized that they did not deliver. I sent the following message about 1401 Dakota Ave.September 20. Ignore item#3 about Nash &Associates; I checked them out online,they are OK: Josh, I have reviewed the plans for the proposed home at 1401 Dakota Avenue, Anacortes. There are a few issues to address: 1. Please provide a landscape plan. 2. Indicate the front setback line on the site plan. 3. We require signed stamped drawings when designed to the structural provisions of the IBC. I have not seen evidence that Nash &Associates are currently registered design professionals in the State of Washington. 4. The overall building height is referenced on Sheet A-1 from "average existing grade".The City of Anacortes zoning code specifies that this is to be referenced from average original grade at the front of the building footprint. 5. Sheet A-3 Details 1 & 2 refer to "Detail 3/D6" for concrete reinforcement. No such detail included in the plan. 6. I believe there are corrections from our engineering department for the Small Parcel Storm water Plan. I sent the following message October 4th: Josh, I saw the additional site plan that we received 9/29/2016 for the Public Works review. I assume we will receive a response to my plan review notes sent 9/20/2016. We will hold off approval and issuance of the permit until the notes are corrected.The question about the architect has been resolved but we do need a signed wet stamp. I started the plan review on 1403 Dakota Ave. The building height issue is the same as 1401: the overall height is limited to 35 feet above the average original grade at the front of the building footprint. Please address this so I can complete the review. I sent the following message about 1403 Dakota Ave. October 5: Josh, 1 just downloaded the short plat for the south end of Dakota Ave (AF#200706040018). Condition #15 calls for a geotechnical report to be completed for the site. I had not seen it when I did the review for 1401 Dakota, which may not be such an issue since it is farther from the steep slope to the south of the short plat.The geotech report also is needed for the rockery adjacent to the east lot line. No excavation at all is allowed over that line. 1 Paul Ingalls. Plans Examiner City of Anacortes (360)293-1901 From:Josh Tremmel fmailto:Josh@westcoastbuildinginc.com] Sent: Friday, October 07, 2016 2:07 PM To: Ingalls, Paul <pauli@cityofanacortes.org> Subject: dakota lots permits I received your voicemail. here is my email please send over any concerns. thank you josh tremmel 2 ANACORTES PUBLIC WORKS DEPARTMENT oe Steven Lange, Project Manager P.O. BOX 547,ANACORTES,WA 98221 PH-(360)293-1920 1j; W E-MAIL:stevel@cityofanacortes.org FAX(360)293-19380 „it,.70,..., „, i, a//: 0/,,,,qP, Memo Iv i,„, ie er Date:August 25,2016 To: Paul Ingalls, Plans Examiner From:Steven Lange _____ Tt4-0\..„,____9___ Subject: Site Plan Review for 1401 Dakota Avenue cc: Eric Shjarback, Jim Baldwin The submitted site plan for 1401 Dakota Avenue was reviewed by the Public Works Engineering Department on August-25T2016The-following comments are provided: • Complete a Small Parcel Storm Water Plan (AMC 13.36.100) for the project and submit. See attached. The submitted plan is incomplete. All aspects of the SPSWP need to be addressed. • Checklist is incomplete. • Information requested on the checklist is not shown on the site plan. • Report does not have the project specific information (Project name, address, section-township-range, parcel ID, etc.) • With the Small Parcel Storm Water Plan, an Erosion Control Plan should be submitted that matches the Small Parcel Storm Water Plan. • Attached is a construction entrance detail. • Attached is a catch basin insert detail. Needs to be placed in the downstream catch basin. • Attached is a section of the EDS Standards that reference the driveway widths for residential access. Existing or Proposed driveway entrance is not shown on the provided site plan. • 1�V q 4- Own w, �a K • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste B ® • Transportation • Equipment • Capital Projects • Development Services a ��. Ingalls, Paul From: Ingalls, Paul Sent: Wednesday, November 09, 2016 10:50 AM To: 'doug.lybeck©yahoo.com' Subject: FW 1401 Dakota More Paul Ingalls Plans Examiner City of Anacortes (360)293-1901 From: Ingalls, Paul Sent:Tuesday, September 20, 2016 3:38 PM To: 'josh@westcoastplumbing.com'<josh@westcoastplumbing.com> Subject: 1401 Dakota Josh, I have reviewed the plans for the proposed home at 1401 Dakota Avenue, Anacortes.There are a few issues to address: 1. Please provide a landscape plan. 2. Indicate the front setback line on the site plan. 3. We require signed stamped drawings when designed to the structural provisions of the IBC. I have not seen evidence that Nash &Associates are currently registered design professionals in the State of Washington. 4. The overall building height is referenced on Sheet A-1 from "average existing grade".The City of Anacortes zoning code specifies that this is to be referenced from average original grade at the front of the building footprint. 5. Sheet A-3 Details 1 & 2 refer to "Detail 3/D6" for concrete reinforcement. No such detail included in the plan. 6. I believe there are corrections from our engineering department for the Small Parcel Storm water Plan. Paul Ingalls Plans Examiner City of Anacortes (360)293-1901 1 HASH & ASSOCIATES Gary Nash A R. i , li Michael Johnson Marie Anderson November 17, 2016 Paul Ingalls, Plans Examiner City of Anacortes PO Box 547 Anacortes, WA 98221 Re: WEST COAST BUILDING, Inc. —Josh Tremmel Site Plan Review #2 @ 1401 Dakota Avenue Mr. Ingalls, See enclosed revised site plan and utility plan. Also included is a revised front elevation indicating the building height. Sincerely, A 10,41:" Gary Nash Enclosures Cc: Josh Trammell West Coast Building, Inc. josh@westcoastbuildinginginc.com 8003 11BTH AVENUE NE. KIItKLAND, A■ 98033 *425-828-4117 WWW.NASFI-ARCH ITECTS.COM Ingalls, Paul From: Ingalls, Paul Sent: Tuesday, November 29, 2016 9.13 AM To: 'Doug Lybeck' Subject: RE' West Coast- Dakota Ave Doug, The detail does not match the reference called out on the plan. Page A3, Details 1 &2 refer to " 3/D6". If the architect would like to amend the plans, that would be fine, but I am not going to amend the plan for him.The architect is the one taking the responsibility for the design. Paul Ingalls Plans Examiner City of Anacortes (360)293-1901 --Original Message-- From: Doug Lybeck [mailto:doug.lybeck@yahoo.com] Sent: Wednesday, November 23, 2016 4:40 PM To: Ingalls, Paul <pauli@cityofanacortes.org> Subject: Fw: West Coast- Dakota Ave. Paul: Thank you for your assistance this afternoon.. Please find attached the missing detail from Gary Nash. If you need any more information please feel free to call me at(206_387-2791 or email at doug.lybeck@yahoo.com. Thank you, again for all your assistance. Doug Lybeck (206) 387-2791 doug.lybeck@yahoo.com ---On Wed, 11/23/16, Gary Nash <gary@nash-architects.com>wrote: > From: Gary Nash<gary@nash-architects.com> > Subject: West Coast- Dakota Ave. >To: "Doug Lybeck" <doug.lybeck@yahoo.com> > Date: Wednesday, November 23, 2016, 12:15 PM 1 Ingalls, Paul From: Ingalls, Paul Sent: Tuesday, September 20, 2016 3.38 PM To: 'josh@westcoastplumbing.com' Subject: 1401 Dakota Josh, I have reviewed the plans for the proposed home at 1401 Dakota Avenue, Anacortes.There are a few issues to address: 1. Please provide a landscape plan. 2. Indicate the front setback line on the site plan. 3. We require signed stamped drawings when designed to the structural provisions of the IBC. I have not seen evidence that Nash &Associates are currently registered design professionals in the State of Washington. 4. The overall building height is referenced on Sheet A-1 from "average existing grade".The City of Anacortes zoning code specifies that this is to be referenced from average original grade at the front of the building footprint. 5. Sheet A-3 Details 1 & 2 refer to"Detail 3/D6" for concrete reinforcement. No such detail included in the plan. 6. I believe there are corrections from our engineering department for the Small Parcel Storm water Plan. Paul Ingalls Plans Examiner City of Anacortes (360)293-1901 1 r 1 NASH & ASSOCIATES ARCHITECTS PLAN 2612 LOT 1 ANAC O RTES , WA BEAM, LATERAL and SEISMIC CALCULATIONS REGISTERED e ARCF1ITECT GARAHOMAS NASH 's STATE OF WASHINGTON —Ewa 4 2015 IBC WEST COAST PLUMBING AUGUST 2016 18-229 8003 118tbh Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM NASH & ASSOCIATES ARCHITECTS III E AM C ALC ULA'I' -0 NS 2015 IBC 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 LWW W.NASH-ARCHITECTS.C 0 M r CLIENT: NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: ARCHITECTS PER 2015 IBC DATE: NAME: Roof Loads: LL 25 #/sf DL 15 #/s£ 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 [BC 2015 Masonry: Per [BC 2015 Steel: Per [BC 2015 Wood: Per [BC 2015 Nailing: Per IBC 2015 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 240 PSI lb = 2,400 PSI (reduced by size factor, CF*KI) E = 1,800,000 8003 118th Ave. NE. Kirkland, WA 98033 (425) 825-4117 Fax (425) 822-1918 LWWW.NASH—ARCHITECTS.COM J PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 BED#2 RB-1 Date 8/11/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=2 4 in' R2=2.4 in2 (1 5) DL Defl= 0 03 in Data Beam Span 5 0 ft Reaction 1 LL 938# Reaction 2 LL 938# Beam Wt per ft 6.17# Reaction 1 TL 1515# Reaction 2 TL 1515# Bm Wt Included 31 # Maximum V 1515# Max Moment 1894'it Max V(Reduced) 1149# TL Max Dell L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LLActual Dell L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 30.66 25.38 0.06 0.03 Critical 16.89 8 33 0.25 0.17 Status OK OK OK OK Ratio 55% 33% 23% 18% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1 300 Cd Duration 1.15 1.15 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. 375 Uniform TL 600 =A Uniform Load A 0 0 R1 = 1515 R2 = 1515 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg It 6464-622 MASTER BATH RB-2 Date- 8/11/16 Selection 4x 8 DF-L#2 Lu =0 0 Ft Conditions NDS 2015 Min Bearing Area R1=2.5 in2 R2=2.5 in2 (1.5) DL Defl= 0.02 in Data Beam Span 4.0 ft Reaction 1 LL 850# Reaction 2 LL 850# Beam Wt per ft 6.17# Reaction 1 TL 1532 It Reaction 2 TL 1532# Bm Wt Included 25# Maximum V 1532# Max Moment 1532 4t Max V(Reduced) 1069# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 30 66 25.38 0.03 0.01 Critical 13.67 7.75 0.20 0.13 Status OK OK OK OK Ratio 45% 31% 15% 10% Fb (psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 425 Uniform TL: 760 =A Uniform Load A 0 0 R1 = 1532 R2= 1532 SPAN =4 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to. Nash Jones Anderson Architects Reg#6464-622 BED#3 RB-3 Date. 8/11/16 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu =0 0 Ft Conditions NDS 2015 Min Bearing Area R1=3.3 in2 R2=7.6 in2 (1 5) DL Defl= 0.04 in Recom Camber=0.06 in Data Beam Span 5 0 ft Reaction 1 LL 1292# Reaction 2 LL 3016# Beam Wt per ft 6.83# Reaction 1 TL 2119# Reaction 2 TL 4924# Bm Wt Included 34# Maximum V 4924# Max Moment 6887'# Max V(Reduced) 4589# TL Max Defl L/240 TL Actual Defl L/683 LL Max Dell L/360 LLActual L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 4219 28.13 0.09 0.05 Critical 29 94 24.94 0 25 0.17 Status OK OK OK OK Ratio 71% 89% 35% 27% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Values Reference Values 2400 240 1 8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1 000 Cd Duration 1.15 1.15 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 3720 B =6069 3.5 50 H =80 0 3 5 275 I =440 3.5 5.0 H Pt loads: B 0 R1 =2119 R2 =4924 SPAN =5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to. Nash Jones Anderson Architects Reg#6464-622 KITCHEN B-1 Date: 8/11/16 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1=7.6 in2 R2=7.6 in2 (1.5) DL Defl= 0 05 in Recom Camber=0.08 in Data Beam Span 6 0 ft Reaction 1 LL 3467# Reaction 2 LL 3467# Beam Wt per ft 6.83 # Reaction 1 TL 4917# Reaction 2 TL 4917# Bm Wt Included 41 # Maximum V 4917# Max Moment 5527'# Max V(Reduced) 4011 # TL Max Dell L/240 TL Actual Dell L/515 LL Max Defl L/360 LL Actual Dell L/824 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 42.19 28.13 0.14 0 09 Critical 24.03 2180 0.30 0.20 Status OK OK OK OK Ratio 57% 78% 47% 44% Fb (psi) Fv(psi) E (psi x mil) Fc I (psi) Values Reference Values 2400 240 1 8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1 00 1.00 1 00 1.00 CI Stability 1 0000 Rb = 0.00 Le=0.00 Ft Loads Uniform LL:480 Uniform TL: 600 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1652 B =2496 1.0 375 H =600 0 1.0 1652 C =2496 5.0 375 I =600 5.0 6.0 I H Uniform Load A Pt loads. B C R1 =4917 R2=4917 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 DINING RM. B-2 Date: 8/11116 Selection 3-118x 9 GLB 24F-V4 DFIDF Lu =0.0 Ft Conditions NDS 2015 Min Bearing Area R1=6.7 inz R2=6.7 in2 (1.5) DL Defl 0.06 in Recom Camber=0.09 in Data Beam Span 6.0 ft Reaction 1 LL 3045# Reaction 2 LL 3045# Beam Wt per ft 6.83# Reaction 1 TL 4326# Reaction 2 TL 4326# Bm Wt Included 41 # Maximum V 4326# Max Moment 6488'# Max V(Reduced) 3244# TL Max Defl L 1240 TL Actual Dell L/495 LL Max Defl L 1360 LL Actual Defl L/810 Attributes Section (in3) Shear(inz) TL Defl (in) LL Defl Actual 42.19 28.13 0.15 0.09 Critical 28.21 17.63 0.30 0.20 Status OK OK OK OK Ratio 67% 63% 49% 44% Fb (psi) Fv(psi) E (psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 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: 540 Uniform TL: 675 =A Par Unif LL Par Unif TL Start End 475 H = 760 0 6.0 H Uniform Load A R1 =4326 R2=4326 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 FAMILY RM. B-3 Date: 8/11/16 Selection (2) 1-314x 18 1.9E TJ Microliam LVL Lu = 0.0 Ft Conditions NOS 2015 Min Bearing Area R1=6.0 in2 R2=5.8 in2 (1.5) DL Dell= 0.04 in Data Beam Span 9.5 ft Reaction 1 LL 2678# Reaction 2 LL 2492# Beam Wt per ft 16.19# Reaction 1 TL 4498# Reaction 2 TL 4347# Bm Wt Included 154# Maximum V 4498# Max Moment 15242'# Max V(Reduced) 4375# TL Max Defl L/240 TL Actual Defl L 1>1000 LL Max Defl L/360 LL Actual Defl L 1>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Dell Actual 189.00 63.00 0.08 0.04 Critical 64.64 20.02 0.48 0.32 Status OK OK OK OK Ratio 34% 32% 17% 12% Fb (psi) Fv(psi) E (psi x mil) Fc 1 (psi) Values Reference Values 2600 285 2.0 750 Adjusted Values 2830 328 2.0 750 Adjustments CF Size Factor 0.946 Cd Duration 1.15 1.15 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:53 Uniform TL: 66 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 3017 B =4944 3.5 H =80 3.5 9.5 275 I =440 3.5 9.5 H Uniform Load A Pt loads: B R 1 =4498 R2 =4347 SPAN=9.5 FT Uniform and partial uniform loads are lbs per lineal ft. • PLAN 2,612 BeamChek v2016licensed to Nash Jones Anderson Architects Reg#6464-622 FAMILY RM B-4 Date. 8/11/16 Selection 4x 10 DF-L#2 Lu= 0 0 Ft Conditions NDS 2015 Min Bearing Area R1=3.0 in2 R2=3 0 in2 (1.5) DL Defl= 0.01 in Data Beam Span 6.0 ft Reaction 1 LL 1500# Reaction 2 LL 1500# Beam Wt per ft 7 87# Reaction 1 TL 1854# Reaction 2 TL 1854# Bm Wt Included 47# Maximum V 1854# Max Moment 2780'# Max V(Reduced) 1377# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (n3) Shear(in2) TL Defl (in) LL Defl Actual 49.91 32 38 0.05 0.04 Critical 26 86 9.98 0.30 0 20 Status OK OK OK OK Ratio 54% 31% 18% 20% Fb(psi) Fv (psi) E (psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adiustments CF Size Factor 1.200 Cd Duration 1.15 1.15 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-320 Uniform TL. 400 =A Par Unif LL Par Unif TL Start End 180 H =210 0 60 H Uniform Load A 0 0 R1 = 1854 R2= 1854 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 OPEN TO BELOW B-5 Date: 8/11/16 Selection (2) 1-314x 18 1.9E TJ Microllarrt LVL Lu =0.0 Ft Conditions NDS 2015 Min Bearing Area RI=8.3 in2 R2=8.3 in' (1.5) DL Defl= 0.14 in Data Beam Span 13.5 ft Reaction 1 LL 3564# Reaction 2 LL 3564# Beam Wt per ft 16.19# Reaction 1 TL 6225# Reaction 2 TL 6225# Bm Wt Included 219# Maximum V 6225# Max Moment 21009'# Max V(Reduced) 4841 # TL Max Defl L/240 TL Actual Defl L 1627 LL Max Defl L 1360 LL Actual Defl L 1>1000 Attributes Section (in3) Shear(in') TL Defl (in) LL Defl Actual 189.00 63.00 0.26 0.12 Critical 89.10 22.16 0.68 0.45 Status OK OK OK OK Ratio 47% 35% 38% 27% Fb (psi) Fv(psi) E (psi x mil) Fc I(psi) Values Reference Values 2600 285 2.0 750 Adjusted Values 2830 328 2.0 750 Adjustments OF Size Factor 0.946 Cd Duration 1.15 1.15 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: 53 Uniform TL: 66 =A Par Unif LL Par Unif TL Start End H =80 0 13.5 475 1760 0 13.5 H Uniform Load A 0 0 RI =6225 R2 =6225 SPAN = 13.5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to'Nash Jones Anderson Architects Reg#6464-622 CVRD DECK B-6 Date 8/11/16 Selection 5-1/4x 18 2.0E TJ Parallam W.S. PSL Lu =0 0 Ft Conditions NDS 2015 Min Bearing Area R1= 5.2 in2 R2=5.2 in2 (1.5) DL Defl= 0 18 in Data Beam Span 20.0 ft Reaction 1 LL 2100# Reaction 2 LL 2100# Beam Wt per ft 29.53# Reaction 1 TL 3895# Reaction 2 TL 3895# Bm Wt Included 591 # Maximum V 3895# Max Moment 19477'# Max V(Reduced) 3311 # TL Max Defl L/240 TL Actual Defl L/753 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 283.50 94.50 0 32 0.14 Critical 73.31 14.89 1.00 0 67 Status OK OK OK OK Ratio 26% 16% 32% 21% Fb si Fv si E six mil Fc1 si Values Reference Values 2900 290 2.2 750 Adjusted Values 3188 334 2 2 750 Adjustments CF Size Factor 0.956 Cd Duration 1.15 115 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 TL. 80 =A Par Unif LL Par Unif TL Start End 50 H =80 0 20.0 160 I =200 0 20.0 H Uniform Load A 0 0 R1 = 3895 R2= 3895 SPAN =20 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 GARAGE DOOR HEADER GB-1 Date: 8/11/16 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu= 0.0 Ft Conditions NDS 2015 Min Bearing Area R1=4.1 in2 R2=4.1 in2 (1.5) DL Defl= 0.02 in Recom Camber=0 03 in Data Beam Span 8.0 ft Reaction 1 LL 2160# Reaction 2 LL 2160# Beam Wt per ft 9.11 # Reaction 1 TL 2656# Reaction 2 TL 2656# Bm Wt Included 73 # Maximum V 2656# Max Moment 5313'# Max V(Reduced) 1992# TL Max Defl L/240 TL Actual Dell L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 75.00 37.50 0.08 0.06 Critical 23.10 10.83 0 40 0 27 Status OK OK OK OK Ratio 31% 29% 21% 24% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Values Reference Values 2400 240 1 8 650 Adjusted Values 2760 276 1.8 650 Adiustments Cv Volume 1 000 Cd Duration 115 115 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: 300 Uniform TL: 375 =A Par Unif LL Par Unif TL Start End 240 H =280 0 8.0 H Uniform Load A 0 0 R1 =2656 R2=2656 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. • PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 DECK DB-1 Date: 8/11/16 Selection 5-1/4x 16 2.0E TJ Parallam W.S. PSL Lu =0.0 Ft Conditions NDS 2015 Min Bearing Area R1=4.1 inz R2=4.1 in2 (1.5) DL Defl= 0.09 in Data Beam Span 20.0 ft Reaction 1 LL 2400# Reaction 2 LL 2400# Beam Wt per ft 26.25 # Reaction 1 TL 3063# Reaction 2 TL 3063# Bm Wt Included 525# Maximum V 3063# Max Moment 15313'# Max V(Reduced) 2654# TL Max Defl L/240 TL Actual Defl L/776 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section (in3) Shear(in') TL Defl (in) LL Defl Actual 224.00 84.00 0.31 0.22 Critical 56.89 11.94 1.00 0.67 Status OK OK OK OK Ratio 25% 14% 31% 33% Fb (psi) Fv(psi) E(psi x mil) Fc 1 (psi) • Values Reference Values 2900 290 2.2 750 Adjusted Values 3230 334 2.2 750 Adjustments CF Size Factor 0.969 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rh= 0.00 Le=0.00 Ft Loads Uniform LL: 240 Uniform TL: 280 =A L Uniform Load A r — R1 =3063 R2 =3063 SPAN =20 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016licensed to-Nash Jones Anderson Architects Reg#6464-622 DECK DB-2 Date. 8/11/16 Selection 6-3/4x 21 GLB 24F-V4 DFIDF Lu = 0 0 Ft Conditions NDS 2015 Min Bearing Area R1= 13 4 in2 R2= 13 4 in2 (1.5) DL Defl= 0.13 in Recom Camber=0.20 in Data Beam Span 20 0 ft Reaction 1 LL 6389# Reaction 2 LL 6371 # Beam Wt per ft 34.45# Reaction 1 TL 8707# Reaction 2 TL 8710# Bm Wt Included 689# Maximum V 8710# Max Moment 40948'# Max V(Reduced) 7180# TL Max Defl L/240 TL Actual Defl L/628 LL Max Dell L/360 LLActual Defl L/955 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 496.13 141 75 0.38 0.25 Critical 192.60 39.02 1.00 0.67 Status OK OK OK OK Ratio 39% 28% 38% 38% Fb (psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2551 276 1 8 650 Adjustments Cv Volume 0 924 Cd Duration 115 1.15 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. 180 Uniform IL- 210 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1500 B = 1854 6.5 H = 80 0 6.5 1500 C= 1854 12.5 440 I = 550 0 6.5 J =80 12.5 20.0 440 K = 550 12 5 20.0 K J I H Uniform Load A Pt loads: B 0 . . R1 =8707 R2 =8710 SPAN =20 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2,612 BeamChek v2016 licensed to:Nash Jones Anderson Architects Reg#6464-622 DECK DB-3 Date: 8/12/16 Selection 5-118x 21 GLB 24F-V4 DFIDF Lu = 0.0 Ft Conditions NDS 2015 . • Min Bearing Area R1= 11.0 in2 R2=4.5 in2 (1.5) DL Defl <0.01 in.Recom Camber=0.01 in Data Beam Span 7.5 ft Reaction 1 LL 5109# Reaction 2 LL 2127# Beam Wt per ft 26.15# Reaction 1 IL 7132# Reaction 2 TL 2951 # Bm Wt Included 196# Maximum V 7132# Max Moment 13767'# Max V(Reduced) 6708# TL Max Defl L 1240 TL Actual Defl L 1>1000 LL Max Defl L/360 LLActuai Deft L 1>1000 Attributes Section (in') Shear(in2) TL Dell (in) LL Defl Actual 376.69 107.63 0.02 0.01 Critical 59.86 36.46 0.38 0.25 Status OK OK OK OK Ratio 16% 34% 5% 5% Fb (psi) Fv(psi) E (psi x mil) Fc I(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 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:60 Uniform TL: 70 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 6389 B =8707 2.0 H =80 0 2.0 53 1 =66 0 7.5 I H Uniform Load A Pt loads: El R1 =7132 R2= 2951 SPAN =7.5 FT Uniform and partial uniform loads are lbs per lineal ft. r i NASH & ASSOCIATES ARCHITECTS ]LA'I'EIRAT , & SEISMIC CALCULATIONS 2015 IBC 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 iimm WWW.NASH—ARCHITECTS.COM ICfl NT: 1 _ NASH&ASSOCIATES WIND AND SEISMIC DESIGN DATA PROJECT: ARCHITECTS PER 2015 IBC DATE: NAME: WIND DESIGN CRITERIA DESIGN PER ASCE 7-10 1. NOMINAL/ULTIMATE WIND SPEED V/asd / Vult 85/110 mpb. 2. RISK CATEGORY II 1.00 3. WIND EXPOSURE CATEGORY "B" 4. INTERNAL PRESSURE COEFFICENT +/-55 5. COMPONENTS AND CLADDING- DESIGN PRESSURE +/— 16 psf BUILDINGS, STRUCTURES, AND PARTS THEREOF SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STRENGTH DESIGN, LOAD, AND RESISTANCE FACTOR DESIGN, ALLOWABLE STRESS DESIGN, EMPIRICAL DESIGN OR CONVENTIONAL CONSTRUCTION METHODS, AS PERMITTED BY THE APPLICABLE MATERIAL CHAPTER, SECTION 1604.1 BUILDINGS, STRUCTURES, AND PARTS THEREOF, SHALL BE DESIGNED TO WITHSTAND WIND LOADS AS DEFINED IN SECTION 1609 AND ASCE 7-10 SIMPLIFIED METHOD TO BE USED FOR WIND DESIGN PER ASCE 7-10, SECTION 27.5 (BUILDING HEIGHT IS LESS THAN 160 FEET) 110 MPH ULTIMATE WIND SPEED USE 19.6 PSF PER TABLE 27.6.1 "EXPOSURE B" WOOD DESIGN PER SECTIONS 2304-2306. STRUCTURES USING WOOD SHEAR WALLS AND DIAPHRAGMS TO RESIST WIND, SEISMIC, AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF & PA SDPWS AND PROVISIONS OF SECTIONS 2305-2306 SEISMIC DESIGN DATA DESIGN PER ASCE 7-10/SECTION 1613 1. SEISMIC IMPORTANCE FACTOR Ie 1.00 • 2. SHORT PERIOD ACCELERATION Ss 1.66 "see footnote at bottom of page 3. 1 SECOND ACCELERATION S 0.748 *see footnote at bottom of page 4. SITE CLASS D (default class per IBC) 5. SPECTRAL RESPONSE COEFFICIENT S. 0.972 *see footnote at bottom of page 6. SPECTRAL RESPONSE COEFFICIENT S Di 0.748 *see footnote at bottom of page 7. SEISMIC DESIGN CATEGORY D 8. SEISMIC FORCE RESISTING SYSTEM PLYWOOD SHEAR WALLS 9. DESIGN BASE SHEAR (see seismic calculations) 10. SEISMIC RESPONSE COEFFICIENT C9 0.13 11. RESPONSE MODIFICATION FACTOR R 6.5 12. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 13. RISK CATEGORY II THE ANCHORAGE OF WALLS SUPPORTING CONSTRUCTION SHALL BE BE DESIGNED IN ACCORDANCE WITH ASCE 7-10, SECTION 12.11.2 IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C—F, COLLECTOR ELEMENTS AND THEIR CONNECTIONS TO VERTICAL ELEMENTS SHALL BE DESIGNED TO RESIST MAXIMUM EFFECTS AS SPECIFIED IN ASCE 7-10, SECTION 12.10.2.1 BASE SHEAR V=(F SDs /R)W ANCHOR BOLTS: 5/8" DIA X 10", A307 OR BETTER W/ 7" MIN. EMBEDMENT. V= 1104#/BOLT * PER USGS, THE MAXIMUM 1S IN THE STATE OF WASHINGTON IS 0.748. ALL SEISMIC DESIGN VALUES USED TN THIS ANALYSIS ARE BASED UPON THIS NUMBER. SINCE' S IS LESS THAN 0.75, THEN USE SEISMIC CATEGORY D IF RISK CATEGORY IS 1, II, OR 111 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHITECTS.COM „ • . .. .. ; , • • , ''• I . i .• ' ' • . • '1 .••.. . ., „. .......,_. ,. Itt:i:::'.'”I' . •• •••••-- .. ,R5:.;.•!•'1"F':r.e,, .4•,•' •.'• '..I • r :,.=,' ,.. • : t • ' '', '1' '' • ' :• i• •• .: ;-• i,. . I. 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'_ °° _ '111=1 7 - 7!• ■ ■ ■ FRONT ELEVATION o a 24,6' 1 J I N=E 1=MMM===l1A=11 111 Iq.6 .5F 'I' .111 + n -ram- � . � a MINIMI ME ummmimmo le i ii LEFT ELEyAr i am n 7._ CLIENT: NASH*ASSOCIATES _ LATERAL DESIGN DATA PROJECT: ARCHITECTS PER IBC 2015 - DATE: NAME: 1 SHEAR UNIT SHEAR LINE LEVEL TOTAL SHEAR FORCE (#) WALL SHEAR(#Ift) WALL TYPE LENGTH (ft) W H P Abv. A 2 22 x 7.5 x Ma + 0 ! = 3234 , 25.5 12.6.8 . • 1 22 x 9.5 x i9.6 + 3234. 1 _-73,30,4 20.5 357.E ' ,, B 2 24.5 x 7.5 x 19.6 , + 0 1 = 3Mflt.5; 20.5 11617S7 '1 MIMMI 1 24.5 x 9.5 x 19,6 .+ 3601.5 = art53.4' 16 LL 24.5 x 10.5 x 19.5 ' + B163,4, =_ 1 510.8 I 8.5 - arni - SHEAR UNIT SHEAR LINE LEVEL TOTAL SHEAR FORCE(#) WALL SHEAR(#/ft) WALL TYPE LENGTH (ft) W H P Abv, 1 2 17.5 x 7.5 x 19-6 + 0 , = 2572.5' 25 1 5 - . 1 17.5 x 9.5 x 't9-6 ! + 2 .5 = 531 ' 18.5 3t8. ` ,• . 2 2 17.5 x 7.5 x 19.6' H + 0 1 = 2572.51 37.5 - 50.6 I - I 1 17.5 x 9.5 x 19.E 1+ 2572.5 = 5831 7 39 TA8-:= 1 , 8003 118th. Ave. NE. Kirkland, WA 98033 (425) 828-4117 LW W.NASH-ARCBITECTS.COM SHEAR ^ALL S HEI:7)LJL PER I BG 2012 DATE: 06-22-12 CSENEzAL NOTES SEE PLANS TO DE I ERMINE THE DIFFERENT DESIGNATORS FOR SHEAR HALL MA I LRIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, & NAILS IN CONTACT WITH P.T. AOOD TO BE • HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD 7/16" NAIL SPACING TOP BTM. BLKG. SILL BASE HF#2 DF#2 MARK PLATE PLATE VALUE VALUE PLYWD. EDGES FIELD PLATES REQ'D. ANCHOR BOLTS NAILING (#/LF) (#/LF) PI-6" 8d 6" 12" 6" 2x4 5/8" @ 48" (2) 16d g 10" 223 255 PI-4" 8d 4" 12" 4" 2x4 5/8" e 52" (2) 16d e 7" 325 515 PI-3" ** 8d 3" 12" 3" 3x4 5/8" @ 24" (2) 1601 g 5" 418 505 PI-2" ** 8d 2" 12" 2" 3x4 3/4" @ 24" (2) 16d @ 5" 544 610 P2-6" ** 8d 6" 12" 6" 3x4 5/8" g 24" (2) 16d g 5" 446 510 P2-4" ** 8d 4" 12" 4" 3x4 3/4" e 20" (5) 16d e 5" 650 7c910 P2-3" ** 8d 3" 12" 3" 3x4 3/4" @ 16" (4) 16d @ 5" 836 1010 P2-2" '** SO 2" 12" 2" 3x4 3/4" @ 12" (4) 16d @ 4" 1088 1110 *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS i£ PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS (PER IBC 2012 TABLE 2306.3) OR DOUBLE 2x (PER IBC 2012 - SECTION 2306.3 footnote i). 3X FRAMING WILL BE NOTED ON PLAN. "NOTE: HEM-FIR VALUES HAVE BEEN ADJUSTED AGCORING TO IBC TABLE 2306.3 Footnote a.(3) SPECIFIC, GRAVITY ADJUSTMENT FACTOR = [I-(O.5-SG)]; SG FOR HEM-FIR = .45 PER AF'FPA; [I-(0.5--.45)] _ .a5 {. USE POSTER-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 HALL NOTES 7/I6" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL '' 12" D.G. TO ALL INILRMEDIATE STUDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES, USE 1-1/2" Bd SHORT NAILS OR 3X STUDS WITH 1Od COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - U5E 8d COMMON NAILS g 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL 5HEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. g EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. STAPLE SCHEDULE ' 2/16" 053 OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES 11 16 eacje STAPLES - DF #2 STUDS Ii/ 16 gage STAPLES - HF #2 STUDS 6" o.c. - 155 #/ft. 6" o.c. - 122 #/ft. 4" o.c. - 230 #/ Ft. 4" o.c. - 188 #/ Ft. 3" c.c. - 310 #/ Ft. 3" o.c. - 2S4 #/ f t. 2" o.c. - 5c15 #/ ft. 2" c.c. - 323 #/ FL. FIELD SPACING: 12" O.G. NAILS 8 STAPLES. HOLDOWNS - INSTALL SIMPSON HOLPOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. n C LTFNT: NNA,SH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER EBC 2015 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: Carpet / Pad - 0.50 #/ft Hardwood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50 #/ft 2x10 @ 16" o.c. - 2.30 #/ft 2x10 @ 16" o.c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30 #/ft Total 9.30 #/ft. Use 10.00#/ft Use 10.00#/ft Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 @ 16" o.c. - 1.10 #/ft 1/2" Plywood -- 1.50 #/ft 1/2" GWB - 2.00 #/ft 2x6 @ 16" o.c. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft 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 J r 1 z ...:.. � x n . uNE7 Vmax OVER g LIN, V4+AL� WIND WALL ALL SMEARtri LEVEL LINE SHEAR TOTAL P=1.3 SEISMIC (3lft) TURNINGSHEAR L►BCIVE LI=IV TH V I 1 4 SHEAR HIGHT F R )= +l+:+ALi n .. - - _ cap 0 2 A 2.6 0 2.3 3.38 25.5 133 95 125.8 8.08 1024 5 - w - - - " B 2.6 0 2.6 3.38 20.5 165 118 175.7 8.08 1419.556 P1-66 co g ' 1 2.6 0 2.6 3.38 ' 25 133 96 102.9 8.08 831 4; 2E z 2 maimi. 2,111 1111 6 ii 3.38 37.6 90 64 68.8 8.06 554.258 - z H Vmax OVER v 4 LI .E WALL WIND WALL S H�E.AR r� ,_, LEVEL LINE SHEA+ SHEAR TOTAL, P=1.3 LENGTH SEISMIC Oft SMEAR }#I{sWl' TURN�NO WALL pzi C� i s ABOVE V 1, DRE M a0 n 1 A 3.4 2,6 7.8 20,5 380 271 357 9 3218.4 pi-3, ,rMi B 3 4 2.6 6 7.8 16 375 268 510.2 9 45�1.8 P1-2"' o __._ r - . - ,� ig ca 1 3.4 2.8 6 7.8 - 18.5 324 231 315.2 9 2836.6 P1-4" C N 2 3.4 2,6I 6 7.8 J 39 154 110_ 149.5, 9 1345,5 - m AO I 4.- LINE LINE WALL! Vmax VtJ�ND OVER SHEAriI y LEVEL LINE SHEAR TOTAL !? �1.3 SE 5 II 3!ft WA-- 'TURNING :� SHEAR ABovE LENGTH aT1� SHEAR 41fGFf FORCE WALL E g LL B 2.21 61 8,2 10.7 8.5 1254 6961 1653.E 9 13982 4 P?-2" n L 1 r n CLIENT: _ NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 2015 DATE: NAME: 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab I "- 2( 4.2 ) 8.4 Vumax = = 337 = 02 1139 2. Maximum actual shear Vmax = Largest seismic wall shear 0.z ? 0 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) P = 2 - [ 2( 4.2 ) ] = 1 ( 0.2 ` 33.7 ) 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 LWWW.NASH—ARCHITECTS.COM J r � NASH & ASSOCIATES ARCHITECTS `, \ SEC ENERGY COD H : CALCUTIATIONS 2015 IBC 8003 118th Ave. N.E. Kirkland, WA 98033 (425) 828-4117 WNW;NAS H—ARCHITECTS.COM L J Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information [West Coast Plumbing _ Gary Nash Nash & Asso Architects i plan 2612 (425) 242-74B9 1 _ _ I gars@Nash-Architectz,com -- This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. in addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value° U-Factoe Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb n/a n/a Ceiling`` 44 0.026 Wood Frame Wall9'm'" 21 int 0.056 Mass Wall R-Value{ 21/21" 0.056 Floor 30° 0.029 Below Grade Wall' 10/15/21 int+TB 0.042 Slab R-Value&Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits n Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. E2.Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 .,.:...::".:i:. lb Efficient Building Envelope lb 1.0 ❑: :::_ :': 1c Efficient Building Envelope 1c 2.0 ;❑'; : ::: id Efficient Building Envelope 1d 0:5 ?❑` : 2a Air Leakage Control and Efficient Ventilation 2a 0.5 :❑. :: 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑.': 3a High Efficiency MAC 3a . 1.0 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 .. 3d High Efficiency HVAC 3d 1.0 :❑:; 4 High Efficiency HVAC Distribution System 1.0 : : : _ : 1,0 5a Efficient Water Heating 5a 0:5 ❑ : :i 0.5 5b Efficient Water. Heating 5b 1.0 .� . . ... :._ 1A 5c Efficient Wafer Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 'Ea::: ::]:.:.::: 6 Renewable Electric Energy 0.5 *1200 fail 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Window,Skylight and Door Schedule Project Informa5an Cored Mformadon Coast w vinliiig Iry lv �n r Assn Arcnit cSs 412- gars N.eari-Amhitects,cem - Width Height fief. U-fa_car Qt, Feet I"`t'Fey;4'6' Area UA Exempt Swinging Door(24 sq.ft.max.) ♦,f0 I 3 j 5 5 20.0 8.00 Exempt Glazed Fenestration(15 sq.ft.max.) o.30 L1 3 I 3 ! 15.0 4.50 Vertical Fenestration(Windows and doors) Component Width Height Desc n tie:. J-tr.tor_ (a'- Feet Inch Feet'"t Area UA Door la-4D 1 3 t 6 u 20.0; 8.00 Dow_ r''OA0 1' 2 t' 6 17.8 7.11 _ _ 0.0 0.00 MI- 0.30 _ _ ,5. J 30.0 9.00 I Fixed- 0-31) :1 2 12 4.0 1.20 I 0.0 0.00 I Er..r, -fiunrj I 0.30 2�2 0 24.0 7.20 Slider_ ti 00 1 5 G __ ' 36.0 10.80 1.4 Siidcr- _ I8,3p 1 6 4 °'~ 27.0 8.10 Glazed Swing Door 0_3f] t 2 " kt WE 5-33 e l Fix 0.33 i r 6 '2 12.0 3.60 Foieel • 0.30 0 3 5 q 15.0 4.50 Glazurssrclfnfl poor 0-30 1 6 8 48.0 14.40 5IAed 0.30 _ I 2 I 2 4,0 1.20 Fifth/ 0l,8o I f6 27.0 8,10 I. GA 0.00 5 Ie Hurtcl i7.3 D 1.11 2 2 6.0 1.80 w;:d-sr 0.20 '1l '1 5.0 1.50 sale+lusul 0-30 11 A 2 3 6,0 1.80 _ £-s'.Ser 6.30 'I 5 4 20,0 6.00 Slider 10.30 1 5 4 ,4 20:0 6.00 Slider 0:30 1 9 A 20.0 6.00 Fixed 0,34 '> 2 2 8.0 2.40 -- Slider 0.3M 11 Is 4 e 36,0 10.80 Elder 0.30 2 4 . 4 32.0 9,60 _L 0A 0.00 • - I 0.0, 0.00 0.0 0,00 0.0 am 0.0 0.00 o,0 0.0a 4.0 0.00 1 0.0 0,00 0.0. 0.00 - - -• 0,0 0.00 ❑o 0:40 -- - _ I I 4,0 0:00 r 0.0 o.00 T 0.0 D,o4 0.0 0.00 _ 1 L -. 0.0 0.00 Sum of Vertical Fenestration Area end UR 1435,6 134.44 Vertical Fenestration Area Weighted U=UA/Area 0;31 Overhead Glazing(Skylights) Component Width Height Description Ref. 1,-factor 4t. Feet'^`h Feet I"0' Area UA J ffl1111 i'' 0.0 0.00 •mp,I 0.0 0,00 _ =11-11 I 0.0 0.00. _ i =NEU I 0.0. 0.00 S -MIME I 0-0 0.04 I� I I i - 0.0 0.00 Sum of Overhead Glazing Area and UA I 0.0 0.00 Overhead Glazing Area Weighted U=UA/Area 0.00 rota!Sum of Fenestration Area and UA (for heating system sizing calculations) 470.6 146.94 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code{WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated Insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project lnformaiion Contact Information 44eat Coast Plwehl ni'. _ i-ury Kan.t_0 Nash&Atso Archit£ci3 Plan 2512 89�2.7� _ iii4Z5) Ef' erinh,krdoileamcorn Heating System Type: ©All Other Systems Q Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions". Design Temperature Instructions ----- _-- Design Temperature Difference(AT) 46 ,naco tes T = w 6T=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 3,20 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) I t#.EJ 27,765 Glazing and Doors U-Factor X Area = UA Instructions 0.30 I 471 141.18 Skylights U-Factor X Area = UA Instructions 0.50 -- Insulation Attic U-Factor X Area = UA instructions R 49 - _ "" ^ 0.026 1,2.16 31.67 Single Rafter or Joist Vaulted tailings - U-Factor X Area UA Instructions Rr yartelld j 0.027 , .305J 8.24 Above Grade Walls tees Figure it 1 U-Factor X Area UA Instructions R-21Intermediate r J 0.056 3,012 j 168.69 Floors U-Factor X Area UA Instructions — -- j 0.029 890 1 26.07 R-3o R" Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions a l-1 Lntr or — `� 0.042 I- 273 11.47 Slab Below Grade rs?eFigure 11 F-Factor X Length UA Instructions No selection1Select conditirNrr. — .—�.r— —— . a i...i. Slab on Grade(see Figure rX F-Factor X Len th UA Instructions — F-10 Perimeter 0.540 1 t 5 62.10 `ram 0 Location of Ducts Instructions .--.� --�._.,:;._ Duct Leakage Coefficient IUnnonrstbrrr�Spare .ve 1.10 r Sum of UA 449.41 Envelope Heat Load 20,673 Btu/Hour Figure 1. Sum ofLlAXoT Air Leakage Heat Load 13,794 Btu/Hour Volume 0.6XATX.018 Above Grade Building Design Heat Load 34,467 Btu 1 Hour - • Air Leakage r Envelope Neat Loss - tah,r,tii-LJ_ I - Building and Duct Heat Load 37,913 Btu/Hour Ducts in unconditioned space:Sum of Building Heat LossX 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 53,079 Btu 1 Hour Building and Duct Heat Loss X 1.40 for Forced Air Pomace Building and Duct Heat Loss X 1,25 for Heat Pump (07/01/13) i r If e Api• [; rr efn- 15e it)Jed,— tIP aSmn Cei PI Ake 4F r. c: h 6 red l * r dP - is hr'd 1 v/ 9 _...... 1;6, o- v lif 1 Qi dc., ifr ) v•I 1' -,* bt_pvilve iall! I ?CVIV9-----r-r-- di-x-21 N. C::: 1 ioliolo ea testis o Nem C nsamc olig G;i»uise address 41-lot ft< 1 4:01_ DA/60Ti4-- Alio�. - I l 1 Coriditiwned Floor Area. Z36, Dike tester isca$i ,ria r a DDDrz- _____ _ - 4 Pressure tap location: Ring (if applicable): opera 2 3 - _------ .-_ -� -- — ! Test Method , Test2 Calm iz;ed 1 Stan St nd it l CFM25 Ta m Air Handler Present -- ��CFM25 per:���sf of CFA - - ,&���i�� {c':F�'�� /Z�'16�.�:i=N�V� i, �5 p _ -_ s J Air Handler not Present 4 CFM25 zs per 100 sf of CFA T . T�pigs" ConsMic ao� — I� Test Method & .i__ est2 CaGEuE i c Standard,. CFM25 _d a rget Air Handler Present(Total Leakage) er8 X CFA 5 . - ___CF l25 S 8 CFM25 per its sf of CFA _ _ 1 Aar Handler Present(Leakage to E erlor) .06 X CFA .rCPAz, 56CFM -- zs per 100 s of CFA _ �.�- _. 5.. Test results must comply with one of the Standards options. 2. Test CFIVi75 must be equal to,•;r Bess than the calculated target. T r it Leak Testing Ll $ Pe 1owec a� %'`•`.l i,1 L';_:Brj) u Standard Cakoki'ce Test: :,F ::t. �:FGMso _ _ __ _ 1 i I O.00034 Sl RQ. ( 4._ divided by 46 e4_ Sly 5,iLA ,000 !9 GIsssC ry l e:tusko-Pro: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post C.nstructiom At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Si ?al Leakage: Aggregation of the entire systems duct leakage in a duct test. Iteah—,ge 8bb>antterioo: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CPA: Conditioned floor area CRl5 : Cubic feet per minute of air leakage at 25 pascals of pressure CF 50: Cubic feet per minute of air leakage at S0 pascals of pressure Pascal Qpa): Unit of pressure 5i�o Specific leakage area INSULATION CERTIFICATION CARD Insulatiirt Contractor Name: SUPERIOR INSULATION PRODUCTS R Jobsite •ntractor: jV r�S'� &, T �t r ' Jobsite •dress: t DA o14 j At•utri•-5 Ceil'ng Insulation Manur ures Name: OWENS CORNING Insulat't n Type: FIBERGLAS BLOW R-Valu:E of Insulation: R49 Thickn,',s of Insulation Installed: 16.25" Locatio'. of Insulation Installed: CEILING AREA Date o !nstallation: Wall jnaulation Manur-I ures Name: KNAUF Insula ;i n Type: FIBERGLAS BATTS R-Valu of Insulation: R21 Thickn s of Insulation Installed: 5.5" Locati• i of Insulation Installed: EXTERIOR WALLS Date a Installation: Floor Insulation Manur.' tures Name: KNAUF Insulat •n Type: FIBERGLAS BATTS R-Valu;' of Insulation: R30 Thickn ss of Insulation Installed: 8.25" Locati•1 of Insulation Installed: CRAWLSPACE Date o I nstallation: THIS � y RD MUST BE POSTED IN A PROMINENT.LOCATION AND RETURNED TO THE :1 ILDING DEPARTMENT BEFORE YOUR FINAL INSPECTION, t--(11 SUPER1P880M7 insuiati• Contractors Signa ure License# 1 1 U Z/ U' Regarding Masonite 20 minute rated Doors This letter is to verify that all the 1-3/4" SIC doors produced at the Masonite Yarrow, B.C. door plant are manufactured as per Warnock International (Intertek Testing Services) file number 2991, 3028, and 3798 specification for neutral pressure and category "B"positive pressure 20 min doors. Please note that all our 20 minute doors are stamped with Warnock Hersey approved identification. If you have any questions, or require further information,please call our office ® 1-888-212-9713, Sincerely, . „401111Lilloe Bergen Customer service Manager Masonite International Corporation•Western Division P.O.Box 4219,Yarrow Station Main,41916 Yarrow Central Road,Chilliwack,B.C. V2R 51•I£ Telephone:(604)823-6223-Tax:(604)823-4309 laICONSTRUICCS.TION RE: Rawhauser Short Plat-tot 1 This letter certifies that Interwest Construction inc. (id )has verified the natural grade,as outlined in Ord. 2794,§ 1iAtt.A),12-15-2008,df'Rawhauser Short-Plain the.N.E. 1/4,Sec. 23,TWP 35 N.,HAIG 1 E., W.M.City of Anacortes,Washington,-Lot 1 as defined in the Woposed Short Plat Site Plan Improvements Sheet.of 1, Conventional survey methods were used to verify vertical datum shown on said drawing within the standards of measurement consistent with a degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances. ICI has performed this service with due and reasonable diligence consistent with sound professional practice and procedure. la has measured, per the specifications, a mean elevation of 1+ 3.93.Architect drawings define mean elevation as 103.00.The mean elevation difference,of 0.93, is in the favor of the builder allowing a roof height elevation buffer of 0.93 per dimensions calleedoutt in architecturalcdrawings. upon completion of building construction, ICI will verify the actual roof height elevation as verification of compliance with said ordinance and report findings to West Coast Building Inc. Brian Gullikson Licensed Surveyor: Gary Vanness P4-S 2 e 36.4 Survey Manager I ,;�, i. . INTERWEST J ( : CONSTRUCTIONzii 609 N. Hill Blvd. c,---:7" Burlington,WA.98233 �,, c�: briang�3a interwest.bix 2 � � �� !, =cr Y "Ci Cell#(360) 661-3052 ! I Office#(360) 757-7574 's; , . p°L �, Fax#(360)757-4196 C>1 `. i_A\0' Interwest Construction Inc. 609 North Hill Blvd., Burlington, WA,98233; Phone: (360)757-7574, Fax: (360) 757-4196 http://www,interwest.biz/ 1 ric--n..-INTERWEST CONSTRUCTION 1 INC., _ RE; Rawhauser Short Plat-Lot 1 This letter certifies that Interwest Construction Inc...(ICI).has verified the Build goof Height,.as outlined in Ord.2794,-6.1(Att.A), 12.-15-2008,of Rawhauser Short Plat In the N.E. 1/4,Sec.23,TWP 35 N.,RNG 1 E., W.M. City of Anacartes,Washington,Lot 1 as defined in the Proposed Short Plat Site Plan improvements Sheet.I of 1..Conventional survey methods were used to verify vertical datum-shown on said drawing within the standards of measurement consistent with.a degree of care-and skill.ordlnarily exercised by members of the same profession currently practicing under similar circumstances. ICI has performed this service with due-and reasonable diligence consistent with Sound professional practice and procedure.ICI has Measured,per the Specifications,a mean ground elevation of 103.93. ICI has measured, per the specifications,a Building Roof Height elevation of-135.42,Architect drawings define maximum roof height elevation as 138.93,The existing building roof height is 3,51`below the maximum roof height elevation. Brian Gullikson Licensed Surveyor:.Gary Vanness Survey Manag;;eiir Lf�t1S+�+� iNT 11 YES7L (0I CONS` CTI I: Y�r ON 649 N. Hilf Ord. V hr , Burlington,WA 98233 kF \ brit naPinterwest.biz Cell#(360)661-3052 « ; t Office (360)757-7574 Fax#(360)757-419662, LPAD Interwest C©nstruction Ine, 609 North Hill Blvd., Burlington,WA,98233;Phone:(360)757-7574,Fax: (360)757-4196 http://www.interwest.biz/ 1 1 I i / CI • .. . .. - . • • RE: Rawhauser Short Nat-Lot 1 This letter certifies that Interwest Construction Inc. (ICI) has verified the Build Roof Height, as outlined in Ord. 2794, § 1(Att. A), 12-15-2008,of Rawhauser Short Plat in the N.C. 1/4, Sec, 23,TWP 35 N., RNG 1 E., W.M. City of Anacortes,Washington, Lot 1 as defined in the Proposed Short Plat Site Plan Improvements Sheet 1 of 1. Conventional survey methods were used to verify vertical datum shown on said drawing within the standards of measurement consistent with a degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances. ICI has per±ormed this service with due and reasonable diligence consistent with sound professional practice and procedure. la has measured, per the specifications, a mean ground elevation of 103.93. ICI has measured, per the specifications, a Building Roof Height elevation of 135.42.Architect drawings define maximum roof height elevation as 138.93.The existing building roof height is 3.51' below the maximum roof height elevation. Brian Gullikson Licensed Surveyor: Gate Vanness Survey Manager 609 N. t fill Blvd. s r J ii Burlington, WA 98233 1.',.. ,• ' briang(a7intcrwest.biz Cell (3S0) 661-3052 .. Office r (360)757-7574. t ,.:, 1,r�( _ .,ra„Fax „ 4360) 757-4196 �'.-9 `�_-•-t` ( \s/0�R L E.....•�� — f e / inierwest Construction Inc. u09 North Hill Blvd., Burlington,WA, 98233; Phone: (360)757-7574, Fax: (360) 757-4196 http://www.interwest.hiz/ 1 �, r� 'd .i; LESAL DESCRIPTION air' ACREAGE AGGOUNT,AGRF-2b,LOT I OF CITY OF i C1') ANACORTE5 SHORT PLAT NUMBER ANA 0-I 010 r�1 E Aith - RECORDED UNDER AF 00T0b04O016,REINS A v a • ff 29 PORTION OF SEI/4 OF THE NWIf4 OF SECTION 25, �' 1' TOV3 SHIP 35 NORTH,RANEE I EAST,W.M.LOT 1 OF CITY g OE ANAGORTES SHORT FIAT NUMBER ANA-04-010 \ n 47'-ok, ...A. � j x~ PORTION UtVE OF—TNEoNEo/Fi�04400irr-,BENS V `�+ " OLD PROP. LINE y 50'-0 • 35'-0ii / L,R Jff+j i'l �5 a24I'os'E ft\ 'i 0' PRIVATE UTILITY „ 1/// /// // - 4� TOWNSHIP 35 NORTH Rf+NGE I EA5T�V'LM. O „_` 4 i EASEMENT $ BSBL / / �t w $ H . _ ------- 1_ - _ ��qe' _ N ea°4ra 1o.oa' /'/ %-%E►/ _ SITE INFORMATION - d \ci - S '�" /// -,T.O.W. 110' r PARCEL# 31125 11° / _ / B.O.W. lob' / / O o� O 1 �°,. _ _ —�-- /— —— G——— ADDRESS. 1401 DAKOTA AVENUE +y+ N , O 'i II' / ANAGORTES,WA V #7i \ \ I I I I / ; / T I �6 // T7AE OF CONSTRUCTIONS VB Z ,,,,,,�� 4'+ �'I \ / - ' RRI VENAY /----i p i DSED =110� I// // T7PE of oGcuPANcr. R-3 CO cn L=45.54' / \ r? f jp IpENGE A /�O Cil COPE YEAR. IRc 205 �{ R=50.o0' 15 =I / / ' g En / N OWER LAB co '/ 3� DEL =52°II'06" \dd 1 / �y MAINIFFjIYl5' 1 m I // r / - Z . ° // /� ; /i 1, / J� I// / LOT I GO�/ERASE BY STRUCTURE ea 4 / I1I I / / �O' PUBLfG // I 'I i / LOT SIZE, = 11,17E 5F / UTILITY / I ✓ I / I / __ -' •.DO' / EASEM i/ LOT T/I I ,/ / il MAXIMUM covERAbE �s% V — i/ I / I / c C / / N/ RESIDENCE 1,922 SF 5 D WALK --- / � � Vr� J I \\0-- - 10' PRIVATE UTIWTI' �� _ `5 BL/_/ / / �'� I /z TOTAL COVERED PORCH �6�2 sF na �� i` ' _ EASEMENT// s .- `/ — - • / 5' HSBL��- ---J // a62 n{116 =16.6s� iL 1 K 77 • _ =50 00' ' / A� D 2f-sa°41'OS" E��59D'- FOLOPE R F LATCE SHAOGILD ,n DELTA=54� it " / / / fVEWAY // / / IMPERVIOUS PERVIIOUOPED DRAIN V■ -20'PRIVATE I TY f1 III / FREE-DRAINING BACKHILL 2 OR EL- I i i 0,88' /58!° / / fi ACCESS •5 ENT �' ...-.1 N8a°40'Sd /� =S /42 / (MAX.3%FINES) MIN.5" FLATTER. JF� 42 / WIDE LAYER OF 2"-4" /' / '� / j ie -I / — .,�.——/_— /J QUARRY SPALLS ADJACENT I IL J ../. /41( ' �K / � `J /I r I TO ROCKERY. 1 (— II- 7 �� / Y� ' V. / / / i �i // if I r.' A V 1' � I'I' O / ,i / I / ,tr2 O < j.,, 0 / f �/ / / / // 1 / -��Ul-k' `` n z_.,, ,� // // I � 4. / v yr ,, , xz° s p lit} 1 / ~ / SOT / / / Rj�IDENC.L i �, / u ��cs p [I A i V. �1Li' // / 1 .✓ `�_. .f // ' / u7 �(T/ 11.101,‘ /© NHTIVE MATERIAL IN �` / // // // /// O (2- /� // - ` i/ i / I o / L. (SEE NOTe71. -�1 / / /, / / / �_,.' / I FIRM MIN.4"�PERF.PIPE; date: `7-2S-I S / .7"" / / / i I \ js UNDISTLRBED IN.IAi CONTINUOUS // /� .7/ 7 // // // ....-• •�fD�/� �/ // 7/ // 501L SLOPE TO OUTLET;PIPE permit: �/ // /� _ii� // // / / �� �/� /////� //_�/ .�/�__ FILLTER.FABRIC7wkTH revisions: / i 7'' /�// // /� // + / °4O S ' E /f3C7.00�'/ / / // 6ENEKAL NOTES: 1"(OR LESS)S HASHED / / // i"�// // // // // / / V. / // // / ES GRAVEL;MIN.6"LOVER I.i / i / / 7 ./ // i i/ i/ / i/ /V HEIGHT REOIUIRE A BUILDING NG OVER IPE32MIT GRAVEL UNDER PIPE. / 2. FOR ROCKERIES BETWEEN 4'AND 6'HIGH THE INSTALLER OR CONTRACTOR SHALL PROVIDE A LETTER TO THE BUILDING INSPECTOR PRIOR YO FINAL INSPECTION drawn by: LMi::::, • CERTIFYING THAT THE 5UB6RADE AND .h e G ICE d b y: C�N DRAINAGE HAVE BEEN PREPARED IN ACCORDANANCE WITH THESE STANDARDS. S. ROOKERIES 6'AND OVER IN HEIGHT REWIRE EN6INEENI1,146 BUPERV1510N BY SPECIAL INSPECTOR NECS30 WHICH ATA MINIMUMI C I .. SHALL CERTIFICATION INSPECTION LAC WRITTEN I` GERTIFIGATION OF SUBGRADE PLACEMENT Aw,ire new Msce• we' OF BASE COURSE AND DRAINAGE,AND BT."ALLCYCO�1 FINISHED ROCKERY. ..'"M W"' 019 ROCKERY STAN37ARn KWH.tans*Maur- m CD SITE FLAN y -0Ave, 1 \ \ ' I \ , —t cs \ \ _�" IQ \\ _ \\ _ i\ r \ \ , -Q \ 1\ \ \ -1 ,0(2,__.\> ivAPP- i \ ,\ , gl \ I \ C3 , r rn (J �' der , \20' PUG 1 k \ O n rn - J, c . . 1 UTIL\T'r EASENT \ \ ‘ \\ H p p m 73 ' Gc • 01 \OD \ \ \ \ \ \ \ \ -AM \N \ nl nl T OO 71 \ \ tib. .N\ 1 • . .0-.1.1, \ itish.,.., ...,..... ..: \ , illrai `{ / 1 - \ \ \ \ \\ N\ 73 \ \ \ \ \ 131>. 1 -6_ 6 ,i,,,,p,,,..o,1 A T, , \ \ a-( CA \ 0 ;ell�c \ Z \I \ 6\ rn r \ I F1�� d: f I \ \ \ _ e- , i 1 rn \ \ C)\) \ \ �41,140441, \ \ \ zX , k i o. •►{• cn 1U7 > X \ I \ \ \• \ \ \\ ` \ \\ — �\ �'' '�' '`' � I I1 \ [II I \ I \ \ \ ti �► F �\ \ \ \ \ \ \ \ \ \ O urvitsavie ,31, 1 \ \ \ \ \ \ \ \ i 1 1:71 I 1 --1 _ \ _ \ \ N \ \ \ \ \\ \ \ r� e �\ I• 1\\ \ ���--_ \ I \ . 73 rny \ \ N J°20'2V 75. _ 1 \ \\ �' II, \z < 2 l� \ \t- 1 \i \ \\ \ ) rn \ ID z 11 \ \Y \ r \5'\BSB o n �O I\z d \ g//y \ z \\ \ / r I \ '0 ( 4 \ '& \\ I rn \ A M \ / \ 11 \ / \ \\ 't \ /1 / / •I0 111\ \ ; �, AL I \ , \ o N NIL 1 \,, .,, \ \ I \ - o �` \yr' \ ��'`z A�� �'� // I\ 1 �' \ o.\ :I `\ \ \ R 1 \; \ \\ \ . Urn r�r 'o - - 2 B5�3L \ \`.�I \ \ \ � r - \ ON b �r \ 1 \ \ .6 N \ \ \ \ \ \ $ \ ' rn \ \ \ I�R \ \ n \\ \ � "� �.'B•BLS ti` + \ 1 t� ID \ \ \.' \ rn \ \ q3 \IO04QI2II \ o \ \ \ `\ tom\ \\ \ \\ \\ \\ \\ \, I \\ t IQ r -6 >nLI0 o I i, oject: a 11 15 o T Q pr 0 c~a 4 NASH & ASSOCIATES m 0 . < -, c ViEST COAST PLUMS I N6 ( � a ! .. F,AN 2 612 ARCHITECTS H 3 q-L LOT 1 1� 8003 118th AVENUE NE•Imo, A•98033 111` 4117 z T.7 �COTr� i .o, (425). . \i d (T ANAGOSTES, IAA i cip Guidance for Developments subject to Small Parcel Storm Water Plan H i (Do not include with submittal) E.., U U A. Development Subject to Small Parcel Requirements. Each of the following Q W i 1 new types of developments shall control erosion and sediment transport � H • 71 during construction, and permanently stabilize soil exposed during * 1 gi construction in accordance with the requirements of this section: cklU 1 . Individual, detached, single-family residences and duplexes; cx 2. Creation or addition of more than one thousand and less than five Z I thousand square feet of impervious area; • 3. Grading, clearing or land-disturbing activities of more than one ,es thousand square feet and less than one acre. B. Plans for such development shall include a site plan and a small parcel (1 ILI storm water plan (SPSP). Based upon the review of the small parcel storm SEE ATTIC'--ED DETA S : I — } water plan, a determination will be made as to whether or not further i � — 4 In drainage plans or information are needed. �� . ���� 0— (f ILI C. Site Plan. The site plan sha I indicate the character of the existing site, ��� . �=�� ,� , 4 O ci topography, natural drainage features on or adjacent to the site, the < A 0 location and dimensions of all existing and proposed impervious surfaces, ® V flow arrows indicating the direction of storm water flows on site, and any 'O Q < off-site flows entering the site, the proposed method of utilizing the existing 4� II—o 1�} drainage system, the temporary erosion/sedimentation control plan and the o permanent soil stabilization measures to be employed. L RI D. Services of Professional Engineer. If the parcel contains or is adjacent to dat : -z6-IE? either a floodplain, a stream, a lake, a closed depression, a wetland, or an permit: erosion or landslide hazard area (as indicated by land slopes and general revisions: soil types) a registered professional civil engineer shall prepare the plan. E. Compliance. Compliance shall be demonstrated through the implementation of an approved small parcel storm water plan_ drawn b : L-Mv c-hckcd by: GN F. Small Parcel Storm water Plan (SPSP). In addition to meeting the requirements of Section 13.36.070, General design and construction i—F�L_T standards, Section 13.36.080, General water quantity standards, and a ` 2 Section 13.36.090, General water quality standards, all plans subject to SPSP shall meet the following requirements: o a T.. _: OUTFLOW CHANNEL IS CONSTRUCTED BY EXCAVATION 6'-1Y MIN. 1_'^ a 1'(FT)DEPTH OVERFLOW Lz m I COMPACTED NATIVE MATERIAL ~� �J� °- 1a ��U.- CONSTRUCTED BY EXCAVATION 7 m 2 _� 2 OR EMBANKMENT ROAD �+� !i/ / / /� 90'MIN,(TYP.) _ �� SEDIMENT TRAP BOTTOM 1 \ QUARRY SPALLS-i'(FT)DEPTH ^G,c ��l�.'� / r / ` SEE STANDARD SPECIFICATION SECTION 9-13.1(5) 1••t NSF o 1'(F)DEPTH OF v4^-11/2" ,, ////J +f w`-i. S. ,..,, iiiip COURSE AGGREGATE FOR PROVIDE GEOTEXTILE FOR SEPARATION- / / / '/ / �Ly'�r I PERMEABLE BALLAST(TYP.)-SEE PSEE STANDARD TCONCRE iC- SEE STANDARD SPECIFICATION / �/ / ! STANDARD SPECIFICATION SEE STANDARD SPECIFICATION SKeTION S-33 / / / / SECTION 9-03.5(2) SECTION 90a.1(4) / / '�i 1« SECTION OA DEPTH MIN, i-_.- A AS REQUIRED 100'(FT)MIN.,EXCEPT • (TYP) '94t t +: MAY BE REDUCED TO 50'(FT)MIN,FOR �s . ,.iyy R. SITES WITH LESS THAN ONE ACRE ti';G it i�ts OF EXPOSED SOIL - C=•%r"�f44-' QUARRY SPALLS- }.---'- / 1'(FT.)DEPTH PROVIDE FULL WIDTH OF PLACE CONSTRUCTION GF,OTEXTILE FOR SOIL -INGRESS!EGRESS AREA I :V !t - 1 ; jij' _ _STABILIZATION FROM THE EDGE OF THE EXISTING 15'(FT}MINIMUM pp�� .0 S11 ROADWAY 10 THE CONSTRUCTION ENTRANCE, !i" �. I OR AS DIRECTED BY THE ENGINEER V �M1 rni SETTLING �y' r DISCHARGE TO STABILIZED POND ,4 RAW CONVEYANCE,OUTLET,OR ISOMETRIC VIEW 1 ( LEVEL SPREADER I STABILIZED CONSTRUCTION ENTRANCE DIM 6� ! i W STABILIZED CONSTRUCTION ENTRANCE SHALT MEET THE REQUIREMENTS Zi lii. ''--t Li OF STANDARD SPECIFICATION SECTION B-01.a(7). il0 4 p Clo l 'ai OVERFLOW CHANNEL LIMIT'S OF QUARRY SPAT LS-NYE) — --- COARSE COMPOST T i l � � II _dialI X PARTIAL PLAN VIEW OF BERM SHOWN LARGER FOR CLARITY T"- 1 I SETTLING POND 2X ATKINWNEJ OF i r 6'-D"MAX,HT.- III"'""" L�, vwoxtS,IlO BERM OR PARTIAL OR CJ Y ACCISIDTOF Ti '-0" I LNDSCAPN AECHNECT q MIN. COMPLETE EXCAVATION X=1'-0-FOR SLOPES 4H:1V OR FLATTER v..0—,. `$�w..m 11 X=T-fi"FOR SLOPES STEEPER THAN M4;1V JUN DBEHAREM 3 3 LICENSE NO-142Z `l'-D"SETTLING DEPTH IL' !i ©I DATE. �' .. '1'-•6-SEDIMENT STORAGE TYPICAL SECTION MISCELLANEOUS GROUND LINE 4,dl01d'�IJ/1iiArry • COMPOST BERM DETAIL EROSION CONTROL DETAILS STANDARD PLAN 1-80,10 02 • LONGITUDINAL SECTION TEMPORARY SILT FENCE SHEET 1 OF 1 SHEET NOTE OR COMPOST SOCK APPROVED FOR PUBLICATION NmM DD ua i ra+? PLACE GEOTET'TILE UNDER THE SPILLWAY AND SIDE SLOPES.PROVIDE A (�rtr�irpPi, !4 IN N CONTINUOUS LAYER BETWEEN THE GRAVEUROCK AND THE NATIVE EARTHEN MATERIAL. STATEMLSI:u ENOWN TEMPORARY SEDIMENT TRAP W,thinymn smb Drpulmom at rmnsponatMi POST w SEE STD. en SPED,84,r1.3(8)A NOTES 11, Install the ends of the silt fence to point slightly upslops to prevent ro �..�-,- �• sediment from flowing around the ends of the fence. m el 'Y's 2. Perform maintenance in accordance with Standard Specifications __.------ it:;+4gg FASTEN OEOTEX11LE To &p9. (9)A and S-(17,3(IS). + i�'► i,a POST Ells RY 8"(IN y O.C. +►:�.+ lil 3. Splices shall never be placed In low spots or sump locations. If g. GEor (TILE ►++++q+ ..1;e splices are located In low or sump areas,the fence may need to be + reinstalled unless the Project Engineer approves the installation. BACIVILL5o& ++++ 4. Install silt fencing parallel to mapped contour lines. COMPACTED � + ;y A NATIVE SOIL ►+i , T; `VI • _ _ +s*►�, i++ •1; SELF LOCIcIN0 TIE-NYLON 61B[MIN GRADE), FLAN fin 11::::+•�t.�•ioss ;il t2 MIN.TENSILE STRENGTH,UV STABILIZED 1 �j Wt \~. O�++i►+++`�`�,�+` ".e1 ti,$€S ` SEC NOTE 1 f Y . r • i tititi!!! l9 / :- BURY CEOTEX11LE ,...'4';', s >, ,/'fr.: . IN TRENCH ` . , / ✓f ,/ • , { ,1/ ' NOTE `4a' r•r,1 y f,(7:r impps Zrt;1f7 DURING EXCAVATION,MINIMIZE 17f57L1ABING THE GROUND 711/40.^Phtiiil:NOP'Y AROUND TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH lk•. :f•fROT,:l7?I��.tr� "`� GEOTEXTILE FOR SILT FENCE^SEE STANDARD- SURFACE FOLLOWING COMPACTION3 I S AVOtO CONC£NT r!f,.:lft: 2•t IGATIoN SECTION RATPREING VENTUNDERC1JTTn 1C3 PLOWS. BE ADEQUATE TO B t'n t,llir�+1+', .it'� -2(1),TABLE 6 fii', 3 q5 PosT `,°.,'�� r.I -MOD OR STEEL-- ----r-- 1.1 TYPICAL INSTALLATION DETAIL .', .' (TYPICAL) (STEEL.POSTS SHOWN) :w' r� I 1 14•3; i ram.•'..r- I fir'9.f�:„ :f i i i 'rr+:.l,4 rill f "`-1 ,, I / ww��,, STATE OF ;I;,/ �r�Uf �''�,�`_... �` P , FASTEN TO POST _ M f����,// d WA5HIN67 N r.; � c ,:; "�' - fl EVERY e o.c: // V V REeluTtaeo roq�/�. 7f�••'f^,•?•r�r~-�r~�' f �� .�� '-/` (h ey LANL79CAPL�ARCHI7iY.'T • �` i f ANCHA �.---•"'•`,i,: ryJ/ -� �...- -1 CEr�TIFICATE NO 00058Uy �" ." FABRIC(GEOI�t'ILE) '•.Ay-, f lam M,rts.LI nr004-IMGr�RIWDOrAx ��yp "-../ r nrrwrNruumwaowcKAm n re�a it,sumo.+e.�rnawen+a+o �f' && i' t�AL/ �7.� Apmarrtl1CNrC.etiti OON reM r4vWAMK ratl eitodZtlUg0ATw/, "`�' Nato.nwsoasum.A Can'W e&Y twrA�rw40%.l emir. '� 49 TYPICAL SILT FENCE /,-7",, �1 SEE NOTE I WITHOUT BACKUP SUPPORT <,ISOMETRIC I �. (STEEL POSTS SHOWN) .1 SILT FENCE STANDARD PLAN 1.30 15.02 SPLICED FENCE SECTIONS SHALT,BE CLOSE ENOUari SHEET 1 OF 1 SHEET TOGETHER TO PREVCNr SILT LADEN WATER FROM APPROVED FOR PUBLICATION ESCAPINS THROUGH THE FENCE AT THE OVERLAP, Pasco Bakoth h fall 3122/13 SPLICE DETAIL ,ru 4TATED 1CIIONf:MO EWER OAT gA/000 POSTS SHOWN) wii Wadling3an Sigh' ©npwAp.nl crTrdn erroEian @ NOTES a 1_ Size the Below Inlet Grate Device(BIGD)for the stoirn water siucture it will service.. g 2. The BIGO shall have a built-in high-flow relief system(overflow bypass). 13. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(16). r"MAX, DRAINAGE GRATE TRIM GRATE FRAME 3P1►� .4 ,11 0.L1111t4 v• . ETFTNNADE GRATE \ I gi ..,RECTANGULAR GRATE SHOWN (TYP•) SEDIMENT AND DEBRIS RETRIEVAL SYSTEM 1 \ • I 1 OVERFLOW BYPASS + .r. ��� 160 .. , r ! - JIB Q _r_ y , BELOW INLET GRATE DEVICE Q tr /�� �'" V ®•� FIL7C-RtED �'' WATER Ia 1.1 . ..... BELOW INLET GRATE ovicg ':S I ERF E rPASS(VP.) a a. 4 7 N. o G • i a . Q' a A J"""'' STAT OF WATHT EOTON . (LI"' fiECPE ARCHD 4 A L�lNosanP> ARCHITEOT Q 4 mMARK W. MO. ocR BECT[CiNVIEW [SC1Nll3'1"E�ICViE{Al MARK NO.(�7Q69B NOT TO SCALE I pox TMlwrAI++vrArmutw om+nexw I uorr.urA moomyeot.trol nrar:z..wmirThxa grirA+e m.nratxr,eenone a+aairenrain.onwsrnrerKrrr. I►acsra lawiraeorot ACVrumearmic ewer atar. STORM DRAIN INLET PROTECTION STANDARD PLAN 1.40 20-00 SHEETI Or'I SHEET APPROVED FOR PUBLICATION Pasco Bakotich Ili 09-220-07 6TA-m bEeliam rgeen we Wiiii Wa attitan+sea4 oupaNvrWilO Twnyamiien cair fl MA..10Ma r, ,he 1.KAVCrasr .,v ... 0....S.x•..¢P.s• ,xa�. n.c.ca L V! V k:.-a cacm00.r,T-wv.A oc•+E I �cRE .®ws.IN ccrel G.1W ft nnn ANT W.P.HA o,'.4aI VE 1,E5,..OT T0400', .11,.16 To F T Iwo rrm-ne rw aw'aoCII?CAAT0RS AUL FOUNDATION NOTES .rEarpal FEEro.e e„ri>[iz ne cast m1,E,,,,,,, !. CONCRETE SLAB-ON-GROIA4D FLOORS SHALL BE MIHINEN 3S'ON A MINIMMI 4'TMICK SASE COURSE. 2. A 6H4[L POLiTEIytLS'E OR APPROVED VAPOR RETARDER WAIN.1sINTS LAPPED NOT I ETA THAN 6'DIALL BE PEALED HEN /CONCRETE SLAB AND TIE SASE COUR-SE 2,6 SLUG a 16.OG. B, INSTALL R-IC INSULATION 2 Feel AROUND R-21 INSLt_. 16'OREN FEB PLR.EILF.DE PER FLAN PERIMETER OE NABITABLF AREA. 2d P.T.SILL PLATE OVER IS'TIE PL?l/OTJL SWFLOOR 4. I14'PERSLOPE FOOT AWAY FROMSTOODOORWAYS. PS AHDIOR PATIOS TAB 0/.SILL PLATE WV TEO'ANC110R BOLT W! �N62 IS FLR 1ST.PER PLAN 37O'X I/4•HASHER 5. ALL MOD IN CONTACT WITH CONCRETE SHALL BE %---_J PRESSURE TREATEDR OR LEDA 6. PER IRS RHI5.1.2,ALL FIELD END GNP,NOTCHES,AND ,I DRILLED HOLES OF f'HE:S RE TREATED WOOD SHALL BE RETREATED IN THE FIND IN AC ORDANC.F WITH AYPA Nr4. al9 3s'-0•r�vlzriuL T. FASTENER-5 INTO OR IN CONTACT/ITH PRESSURE A l� iR-30 INSULATION HOT DIPPED t-iALVANIZED STD,STAINLESS STEEL, L- '�ltiEL_ AT 0 INSU IYR �' TREATED CO FIRPiRECARDEM MOD SHALL BE OF SILICON,BRONZE,OR COFFER.L ^F I '►- ` _ = ALLOW 15•MFL AIR 6AP 20•�• I4'-6' ,«�,.�KY. 'S AND EXCEPTION-V2 iNSN vIAHEi HC OR bREATER - .,. SITS.BOLTS 4.coNc..SLAB oN I I- ''i:;r -264 STUDS 0 Ib•OG. 4 4'GRAVEL,FILL ON PLLI�IH>`Fix 6. ALL FRL,SBSII C RP3.IN� LANCE wlT•1 1 V'V R-IS IN5IA-AT10F1 I GOMPALT Fl0I I9' F.M4�C• ,7,[I f I cGLMo, IIFrr'•F i. p r... :_.....^^i. BEARING S'1ALL ABOVE �I `'•.' _ _-- 1 A - - - FLOOR LINE AHOVE T }) RR. .1-I -_ ••' i f HORIZONTAL f�AR I. ^ MfLTTML.2.silos 6 POINT LOAD �V V3 s-,'.i k a Ice oL- I- to ,1 ( % ./-, -` 12/2,1YF.UNLESS HoTFD 0TNERw15F �-I 11 IIF44$ -7'r 4 7' I ,,yl IIII! Ii Y �� UI POINT LOAD a -I '.. r4 VERTICAL R®AR / I III III ,a ® 4•4 POST U i s iI r''''. g. _ I .,...,II L_J SHEAR NOTE, III ::'• = ` . 24'DONFL OVERLAP- •L a l-+__7 GEE SF 1'LI FOR SHEAF W1ALL Cr)� +� _I1 f- :'r •F IH4 a 10'O.S.YV 10 I-- NAILING SLHmIJLE r DETAILS Cf) I--1 �' TTI -1LL� HOOK o FOOIINS SHEAR.LEGEND/ : ��I I I I4,4410. "• 5 �24'xf2'T1�1]PT6. _I _ s PANT. IM]tGATES SHEAR MALL y ! • l F -SLAB PRIOR TO BACKFILL- T � REFER TO SCHEDULE 1� I-I SSE A./OIRT1ON FLAX C- II l l I I r. FOR 0 S [ I-R.-DENOTES HOEDOWN LOCATION I-I ImoI _ 1 DRA4H POCA' - +L.l-I I Y�� ilk. Y \\\ ® 5g PLAN FOR TYPE ..._•r,1- ^are •' DENrnAS SrHAP LOCATION: 4"PJ01D PBRFOftA713ii :h. Sn DRAIN TILE WV CLOTH '' • 4'ERANLcoNZ R ED ID- m -I I- c � TI- r1�-� � 4 6wV1lM B®W/ �PLNa FOR RFt COVER-TO lMIP PI ' I A 1 I I nI =I 1=1 I+ • 1 NIL VAPOR BV:RMTRR INDICATES 3x FRAMING mos.. 05• `.; J-1 I I-1 IN R-IO INSULATION 2 POOH DEEP STEP PIK 9 (gx� ��1 C,111��1- B'Fly ORAININS FDA 6RAVfi.FILL OVER MO HILL'S,Rn'iE5 A s'NDS®�aES ' 10 MIL VAPOR BAFLRER 4'CONG.SLAB ON ARgTm PERIMETER FIELD VERIFY h OVER COMPACT E%15TiN5 DRAPE 6A DAE R Q 4'ON TAMPED SRAM 51 \L ee 3'TO OW.PR. CO 0BASEMENT IN/ JOISTS PARALLEL I i {i "6 SCALE, N.T.S. • 6 � �I 24-47'1}71RD FT6. z_ W(2)M4%corm �I� 4 L J 4 2•SIBS a 16.OG. t T STEP PM. R-21 IFS. OPEN PUS PLR n irl >: I PHEW VERIFY TRHl�G PM PLAN y,n f; STEP FDN. 1- I- ..-.-..V.-.I I T-t7`----1 rt 201 PT SILL PLATE PLATE LIE'TIE FLYW OO SLti icOR ��_ C�V1 prb SEISM a 16'OD. - FIELD VERIFY I 1 ry OVER 16'RR.-KT-PER PLAN w �^ S'x-AHV4'W BOLT R-21 LADE. y I IB'OPEN W✓®FIR_TRUSSES PER PLAN I C`y ( 1 :3I I `Y 3'3'X I/4'YV•519R - (� 2rb P.T.51tt.PLATE OVER B•TOIL'.POINDATION WALL ,, a 1 J Z U UL 2,10 P.T.SILL PLATE HV t16 TAO Pit7'YIOD 5.9FLOOR TYP.a 2-STORY 1 I )1 _ qLL---- ; .- 4.0 O O BS.1.2(LAP WASHER�� I �aJB2 16•PLR.fir.PBi PLAN TTP..Ca;STORYdG.FOOTING �, e�;K; C L.-.-`v._ 6'COIL.FGMOATIDN WALL / FELL N`iY. FULL NOT. 1TAIG,PAo 11 __ _-_ • A FERIA INSULATION (� IYP,a 2-STORY (I\ COIY..N`ALL CAIG.YW�L I YV(3J.4 E.M. 11- --_ _` {- `\ / 167tE'CONT.CONC.FOO11N6 1, l,LI) LI I -- ALUM IS'MRL AIR 0AP V {1 Z 1 Y �� \ /�� TYP.a 2-STORY p CP LLN CONCRETE L-{L �/V/ / 1 Gcgr FO0T1115 LOH7.FOOTING I_ r--.-.-_ ARP ALL MOP X / aOJI.DOOR 0O.H.DOOR �L--- 9 K .,. >F ' AT F82fhE1T32 �// E# OF SLAB _ EDGE OF SLAB L 447�2�IGO' / W/R5 DS*16'0.C. 1 V l 1 I 7 r/ XY pi �4/ /R AP 9, P2- Z �W(4)1.4 EYL a ALTERNATE )w =Y zit•geTITiTii ": CONCRETE AND�WOOD 4� I \ \ `\ BASEMENT W/ JOISTS PERPENDICULAR �-K - 1' T M1 FI t= • ;?+ _ 2x4 STUDS IV OF. Q -;1-- v , rJ S :, i` _ seal-!r, HLr s. dote: -l- v-I6 - _ IW R-I9 INSULATION m F I I 1 pormfk: -}'T' �SO%I'/ HI �, revisions: '=1I♦ l 'IS'CLEAR Mx y{/NG.M4AD I j � II-I-f-16 •q I I- 0-I6 W/ E.POT --� L `R -J ACE,5T11(F a 16'Off. . CB66 POST BiS� --_. -I LW m 1- -/ -1 -1 -1 -T I/dK s s�r�:J R-�1 1N� RI ss°[s FIER PLAN - _ • , e Fl 04.. TPl MBAR L-_.-I P�2 P2-a 0 oc. 1 I I�6, sx SUDS I I - 71-: TIC A FLAMM Q 2,00 P.T.SILL PLATE 14 DIE PLYWOOD G.lF OOR I I4•COt .SLAB da`" m Q 3L., XANCHOR.}H BOLT W/ [UV OVat 16'ELF--1ST.PER PLAN ' $, _ n VERTICAL REBAR 1 ACTLE/EiRON LL oN" STUD"T� p 37d'X 3/4'}HASHER. �1�T414' IC"OL. I 1 SLOPE V-P FT 4-LI a 19'OL.MAX. .§ COIL'.PAD ;R ::I ' T-- �T IN 6x P ST I y .."DOWEL "AP- vV 6,)Pd'T dralnn key: LNi17 - I _ NOOK o,OFa1T11H5 C.E66 POST BASE e,F,ecked btu, GN F 0- 2• 6tiB' 3' R-90 INSULATION INSTALL 4'CONCRETE 1.1 1 B'�'R.O. 9' 3'a•R.O. I S'-S' AT PERIMET� sI--I Ert AIR GAP I- .`i v SLAB PRIOR 70 gpYrFILL- 4 4 Y L�;•CONCRETTE ,y _ PONVATIOFI RAN .20-b• 14,6' AND ALL WOOD /i = _ _ FOR NOTES /YX 1C. TC .. A y1�.1 IIIr 54t0'OVERALL 2c4 STWS o 16.OG. DRAIN FOLK - ICI I-�� e - I ' / W/R-19 INSULATION p� �T .._F-' . ;, .::r- '- ALTERNATE l�I 0 4'RIGID PERFDRATf� >,-- ,y"e- '-_- _,3_..__S-_: DRAIN TILE WVCLOTH _11HIm .- -' 4';_ BASEMENT IN/ JOISTS PARALLEL cover-TO SUMP PUMP- . -a�IF I I IF'I- GAM 1 I1 I r��El�i: T1'FREE DRAWING PEA SRAVEL FILL 0✓B4 AC'5C O, N.T.E. ID NIL VAPOR T ARRIER EXISTI1 CORD�ry'pOlb in w�COMPACT 1---.W5T1N5 GRADE WEST COAST PLIM®IN6 16-229 LOTS 1<2/LOT 1 0BASEMENT IN/ JOISTS PERPENDICULAR CGAL.E. N.T.S. OUNn?ATION I=LAN SEE CENEDAL NOTES SCALE, 1/4. - 1'-C" I \ I \ I \ \ \ \1 1 1 I \ \ \ :: ( \ \ N 1 1 I rn \20' PU I0 1 \ d i'i`r UTI L\TY ��5 �NT —I I- +� \ O rvit G \ ri tii 73 r-r 1 \ \ \\ `\ - ° \ -HD c y0ul -00 1 \\r\\\ \ \ \ \\ \ \N c o N 0 rri -t z �\ \ 4. i \ \ \ \ \ � \ o \� \ \ \ \ �zo \ \ \ \ \ \ 1 a�\ ��r \ \ \ \ \ \\ \ -4 d CP \ --- P P) \ 4-411.4.04.-. , c9, \ 7 cii x ri. \� \ 1 \ \ "1 r N 0 fit! Q 1 ru-I_ z \ '� ! f \ \ (s) il \ \ tialitt \ \ C),..) \ \ \ \ \ x \ 40.% .c;o:\I-ri trr 9 •,-4,46004140�,r ki 1 \ \ \\ t.5-' > \ �r ! r` f \ rn . 1 \ 1 \. › , ,�� gym \ \ r\i!T 11 �� \ \ I THE - co \ `( \ \ CIl \ \F \___ `\ �. \ \ \\ i\\11 a CJ -'-\-i ----T -- - 1 I C7 .: \ \ 4 ilL. l 'i - N • \ i i I I r-- rn 71 \ \ ~5'\BSBL y\ / \ \ z 73 0 / h� \ rn `\ \ \ I \ / \ L.� \ -----=/*kV \ I Cs n N-Frrio iti \ - Co H i \ \ \ \\ \ , \ \\ -� \ i i \\ O \ Lo \ \ IN \ i \II* \ O \\��\ t1\ �1, \ \ \\+ ,/ q/ ` rn \r \\ ` - -w; \ O \\ \\ \ -\ \1 \\ \ \ ,\ /j \,, , N \ \ \ d + b'� \ \ \ \ i \ \X1 \ 1 C1]-! \ \ \ \ \ / \ \ \z \ \-, , \ \ rn{ ' �z, 0 \ : 0- \ \ \ \c \ \ t \ \ \ /; \ \ Tip - - - \_ io \\ \ y� z ' '► \ \ / \ NU) --- -, __,...K4i_(ili.) \ \ \ 16,6• Lam - �� N -c 6 \ \ \ ,"�� 1 -um \�•••.R�ip_tg,rr����o� \ - L \ I, \ �\ \ \ d�\2 \ \ \ \ \ N \2O'\' w \\\5.00�\ \ \��. o \�\ \ \\ \\ \ \\ \ \\ \ \ �\ \ \ ,10-1Q \ \ b-,Sg \ „0-,�l . 0 0 s Q ") -6 Q project: & 11 n 4 < 14 BEST COAST FLUH5IN6 NASH ASSOCIATES m m D 4@ 2 ARCHITECTS 411 11 n {�/� AVE8003 118th AVENUE NE• rrr.u►RArrn,WA•98033 �11 z ✓ 'I\V T YPHONE:(425)828-4117 Guidance for Developments subject to Small Parcel Storm Water Plan C/] (Do not include with submittal) o NOTES A. Development Subject to Small Parcel Requirements. Each of the following; Wk. a... .m .' • new types of developments shall control erosion and sediment transport 4 z in.Ma .Wm ^ -^10.^°-° 1 ft B during construction, and permanently stabilize soil exposed during E construction in accordance with the requirements of this section: 0 1 i- ,./.) w 1. Individual, detached, single-family residences and duplexes; 2. Creation or addition of more than one thousand and less than five _ L. ,_, C� III Thousands square feet of impervious area; """�` 7s !. E .,,. . 1I I q p s . , . ..41 ,E �r+ 3. Grading, clearing or land-disturbing activities of more than one `�"" "°°� o, ,, , °2i �'-I thousand square feet and less than one acre. I P' � _ ,, -- U ,, 4 _� _. B. Plans for such development shall include a site plan and a small parcel r „;� ;� storm water plan (SPSP). Based upon the review of the small parcel storm I, R \ ~~ water plan, a determination will be made as to whether or not further c. drainage plans or information are needed. - ..ET "M .FITIV."., Z C. Site Plan. The site plan shall indicate the character of the existing site, ' • I I/ ,,..... topography, natural drainage features on or adjacent to the site, the j0\ location and dimensions of all existing and proposed impervious surfaces, (,-.J�F✓ .,,flow arrows indicatin the direction of storm water flows on-site and an 'E`"°"e+`' w4 .I.S off-site flows entering the site, the proposed method of utilizing the existing "T"T • vow awun. soil stabilization measures to be employed.• � 7��,ON drainage system,the temporary erosion/sedimentation control plan and the - ��* y permanent STANDARD PLAH 140.7.6.00 iii- 512 �l D. Services of Professional Engineer. If the parcel contains or is adjacent to P..�04 01.2041T1 M X either a floodplain, a stream, a lake, a closed depression, a wetland, or an - VY- �� -- � erosion or landslide hazard area (as indicated by land slopes and general _ `�. soil types) a registered professional civil engineer shall prepare the plan. IL itil 111 E. Compliance. Compliance shall be demonstrated through the t► `� ` implementation of an approved small parcel storm water plan. it I— IY F. Small Parcel Storm water Plan (SPSP). In addition to meeting the - 0 O requirements of Section 13.36.070, General design and construction - 411, 1 standards, Section 13.36.080, General water quantity standards, and Section 13.36.090, General water quality standards, all plans subject to SPSP shall meet the following requirements- '� ��li - -..-- - - g _ zi �1--- r. W, a; 0- " - Le anusmamEe ?.,s }_ J`_: -mx,SccaRro�* FIGURE D.2.1.3.A SILT FENCE w;. . may;;n„. _. -1' X 0_ K. - - . �WHfI1R �EkGNMw+ YAR�q[�� L -- .o'p9r�[rnac�vM F!•e•.. M1VYtOF�aw� el�i�tf �YYB- WIM GRIW.Ieu� •u iOn ,uNgtM"FA -- JOINTS INiFILTER FABRIC;SHALL BE SPLICED ' it x'°-P` g """"'" date: 7-26-I 6 AT POSTS. USE STAPLES,WIRE RINGS OR ;� EQUIVALENT TO ATTACH FABRIC TO POSTS. COMPOST PMOE,RIL p rm it , revi51on5: .. 2"X se2"BY 14 Ga.WIRE OR (� r y EQUIVALENT,IF STANDARD Tj T�a'°°+� "Y SEDIMENT TRAP STRENGTH FABRIC USED aI; ,I • 'ter FtLTER FABRIC- It J REGiSl - _ L - • � 41rs l , r2Z r ., .....�..-. �,sitTrto . o-T,,,, ../f -. s.,ran area r �u�nvx cr��aea , � , M{6CSUANEOUE II ' 6'MAX- ? .. r" '.*su,�n.t rnn �u>euv� 3 I�, n MOM°N CONTROL DETAILS MINIMUM 4"x4"TRENCH GA ` THOMAS NASH i M,7.. _ = STANDARD FLAN�eanoa1 I I POST SPACING MAYBE �, a 'xY°M ,Rom N �p � „Z AR /1.91.11511 STATE OF WASHINGTON U INCREASED TO 8' IFw�.m.rair oa sF�s BACKFILL TRENCH WITH NATIVE SOIL � � �"��� -�-•� WIRE BACKING IS-USED', OR 3/4"TO 1-1/2"WASHED GRAVEL �f `'` y=.r..._ srAe oconsraucnoHFxrwNCE -- -� •- - NOTE: FILTER FABRIC FENCES \-2'Ix4"WOOD POSTS,STEEL FENCE S I- 2 SHALL BE INSTALLED ALONG POSTS,REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE i I. el GAY OMAS tk .). 4 l' ( i'. ;... Aur Q 1 . O.G.pi/-- . '"" zx,a R- INEOLATl 1 Bolt FELT 13E END OF 3+'Tab PL t! �' 206 51UD5-• 16'0.C.Kt y, '•2' 30.i015T5 ANT?CONCRETE ovER TJI OR R-21 1NsaATIOl4 2x$PT,SILL p�,n,TE W/�'� _ PER PLAN 1W R-30 IteJLATIoN ANCHOR BOLT 1^U�hC3'X I/4' INSTALL FLOOR 5Y5TEK PRIOR ' — '116 ri7 TO 9/CKFILLIN6 -: GVER T OF+?at 1 aNCFIOR `ma x s i% .FILL�^-INSTL PE32 PLAN hV IZ D IN5lR ATl obi- 5TRIGTL AND z INSTALL FLOOR 5Ysl.ren PRIOR mAt't k�A TO fJAG1�ILLIN6 SAvCKFILI INSTALL_AFTER GONSTRIJGTED .�•: Ply ✓rmialuRa- I d"" CONSTRUCTED a is vigil f7 '+� • �' {[r1;' IELtSMNc FIR1rBI OGlCIN6 2x SOLID BLocKINa P' ♦ -"Mire, it s 92"O G.FOR TAD i , '� vitt O� • JOIST HAN5ER5 IoI5r� � 'govit° Ime CI —I► 7,0 ' :`, F1Ra51_.0 K.IN9 l r'�a ` j • '" ' x4 1p5#I6"UG 2x4 STUDS a 16'OL. '��x���� #4. • # ¢fit 1 k 4 ,F�► •�• 1;3; "� hV R-Iq INSULATION s ♦� lort. ]] ♦ �4 '' • •e•♦•4.44`4 i •use I —1I .+ •• • * kl L� ri(t#, } t. �,� �� _ �� ..f j l-ice j:i=i .. . � „ .{ - I A , _ 6 4.HORIZONTAL REEAR. 4 M4 HORIZDr1T4L REAR r ° ♦ :.. • 1r,s=- IO" DG. Jr • l0'd G. Mr r 4 a111 4►4 VERTICAL RE BAR 4 VE3ZTICAL REAR W J ♦ l 11 INA51-IED 11_11 ,i* 46. tP• i,. „+to- O 10"O G. s 10'OZ. y ''' �$ , T DRAWN ROOK I*KASMD DRAIN ROCK ► p r ;;� 4 i^{A� �F 24`ppm_OVERLAP- 24 DO1^JE_OVERLAP- ;I- WATE RDOF ME3 IST2AN♦: f K4 t 1O'OL.YV/10 N4•10'0.G.vie ID .T..:I .. h_1 .Z J r?-y a. Fk]OIC FOOTING I I ir FOOTING"• TAL4 GORErE PRIO -1%**/44.4141:54hV°POR NOTES ���iry r s Yy s,P^ t,` f [_ I ! i -a l _-t : 4'RC61D"�f 4'irC16lD PERF�RA7ED ' ---- a 1 - , -� �: DRAIN TILE 3 I Gl.d1Fl DRAIN TILER GLOTH COVER POSIT]POSITIVE DRAIN COVER-POSITIVE DRAIN "• TO DAYLIGHT TO DAYLISNT Es' 2,500 PSI ,.ro 0)144 CONT1t11005 Imo r Po= 2 500 P5I 40,000 PSI- 1y (B)M4 CONTINUOUS 4apoo PSI EASEMENT W! JOISTS PARALLEL 0 SJ45EhRENT W/ JOISTS PERPENDICULAR SCALE. 1/ ' • 1_On _ - BGdZI_ Ire° • I'-au 'Z , 1 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREC EDENGE OVER SGAL DIMENSIONS. j 0 7 CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. 1 L-kTAINING T THE WORK 3 { � ' BEFORE PROCEEDING. THE OWNER MUST BE NOTIFSED OF ANY VARIATIONS FRO THE �- \ DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIA N SHALL BE O L R,O I \ F 1f�k / ?e ,%24cec WED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CON GTOR SH 1- f GEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. { ' it )r-Agivoloti \ �I 08 y OBIV \T— UT L I TY / / -7 . 1 } ., / : LT E\/- \ BSBL / / LEGAL D-SGI TIOd _. L.T 1 ACREAGE ACCOUNT, ACRES .26, LOT I OF CITY OF G O N ST. ' / -' - / "\ g o�_ O = 12 O . G� / ANAGORTES SHORT PLAT NUMBER ANA-04-01 O 6>=j1 T G , / - - — RECORDED UNDER AF#200rt0604OOlS, BEING A _ _ ___ _ _ .____ _ •••••a • • , •• .--------'� 'G��. �� ��-x x x x � x x x x x /- x x x X x / X x X x x—mac � / PORTION OF SEI/4 OF THE NWI/4 OF SECTION 23, F • �1 �- f �' / / T.O . A . I O ' / 1 OFTOWNSHIP 55 ANAGORTE SSHORT ATTH, RANGE I NUMBER ANA-04-O I O CITY ,,I i / / � RECORDED UNDER AF#20070604001 S, BEING A " � aciP- � / � / / .0 . / `l. 0� / - PORTION OF SEI/4 OF THE NEI/4 OF SECTION 23, G ' ` j — �\ T-I �T Zama��_B� n o de- .i-+ - TOWNSHIP 35 NORTH RANGE I EAST, W.M. a I a� 10 />.,,. I / I. D S / '• _.., .: o � ♦ C� 6� _- / I / SITE I \ 0� TION Cr t\ "-- --12----/\ �,s`',Pc / ..r +♦,�l.��aIP!, I Y EY SAY I- - 1 0 I Z I PARCEL # 31125 O S I�ASN .1---- ---. :1---- TIO l'ol 7 �= _ o�` ` o o- �� �� �� ' I f DOSE / STATE 01 /ISFi1NC1 ON �O~+•' ADDRESS: 1401 DAKOTA AVENUE z r4_ i� `a a� I► i-�i�l�.�a`•+•+ice / i �1� +I47' ANAGORTES WA \ , ��.�. ;; = ._.�. •�_��ollsom.� I Old ISL � I �� / O 4 / ari ,- ,;,�4,5er • �� sn i TYPE OF CONSTRUCTION: �/B TRA �I„ S.� ;Irrov ovr '%� / f u RO \lam / I� 2 \ _ OO w 1� ~�P le~ i ss � I I I �1 F -� i` TYPE OF OCCUPANCY: R-3 ,, STU ��.• O U G f f / / (�Q — i;• �r• i� .s �� A' '~ ss CODE YEAR: 'RC 2015 00 00 o - o.00 ' / � %•�= " SUM - SS LA Lo ' ' / I m w — O I II .II. S / f� I - / / cri �� LTA - � IZbC t 5 , ' I 7 I ' DSMiff �-' °° w i o SS / w� �w vi _L-� J / I r� � U W SS w�w— DS / / / P .� 1li Ia ��� ti S.S. 55 w STOCK PILE / /0 A / H `� _ �_,N — TO SE COV ED ' ,,- ' I / / (� / N TU �w _ TC� o w / �- A I TH I I� fzS • / 6 5 — \\� OT E3E O RED / C z _------' A\ .I"5 -- �58L / V / I TH I N 2 I 4 " O ' VAT1� UT Y _ _, — f / / ' / 7 O Z -FASE ANT S g 15SBL — , ,----- D 5 1 E `7"--3477-0--r....„....7.: ------ ------ -___7_,. ' ' / 4/ / ... i '(- 50 .00 ' / ,� � '8� ° 'OPT " � C3`- =LTA= 34 °2 I " / / A " / / i ' ' / /, Z Z -.._.. 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J.....„4::;,,,,Fa_pe_ic...42A74-10$2_04. 1.11:1F-Y-):::)2_:- � // /� Znrea2knabJ:by r by: LGNMD , 7/ - - - / / / / UTI .... / / / / , / / / / / / / / / o / / / / / / / 7- / / .---- / i . / / i / i UT2 p 3 , / , , r) CURRENT/2016 VEST COAST PLUMBING 16-224 LOTS I d 2/ LOT I UTILITY FLAN SEE GENERAL NOTES SCALE: I" = IO'-O" 'Z , 1 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREC EDENGE OVER SGAL DIMENSIONS. j 0 7 CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. 1 L-kTAINING T THE WORK 3 { � ' BEFORE PROCEEDING. THE OWNER MUST BE NOTIFSED OF ANY VARIATIONS FRO THE �- \ DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIA N SHALL BE O L R,O I \ F 1f�k / ?e ,%24cec WED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CON GTOR SH 1- f GEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. { ' it )r-Agivoloti \ �I 08 y OBIV \T— UT L I TY / / -7 . 1 } ., / : LT E\/- \ BSBL / / LEGAL D-SGI TIOd _. L.T 1 ACREAGE ACCOUNT, ACRES .26, LOT I OF CITY OF G O N ST. ' / -' - / "\ g o�_ O = 12 O . G� / ANAGORTES SHORT PLAT NUMBER ANA-04-01 O 6>=j1 T G , / - - — RECORDED UNDER AF#200rt0604OOlS, BEING A _ _ ___ _ _ .____ _ •••••a • • , •• .--------'� 'G��. �� ��-x x x x � x x x x x /- x x x X x / X x X x x—mac � / PORTION OF SEI/4 OF THE NWI/4 OF SECTION 23, F • �1 �- f �' / / T.O . A . I O ' / 1 OFTOWNSHIP 55 ANAGORTE SSHORT ATTH, RANGE I NUMBER ANA-04-O I O CITY ,,I i / / � RECORDED UNDER AF#20070604001 S, BEING A " � aciP- � / � / / .0 . / `l. 0� / - PORTION OF SEI/4 OF THE NEI/4 OF SECTION 23, G ' ` j — �\ T-I �T Zama��_B� n o de- .i-+ - TOWNSHIP 35 NORTH RANGE I EAST, W.M. a I a� 10 />.,,. I / I. D S / '• _.., .: o � ♦ C� 6� _- / I / SITE I \ 0� TION Cr t\ "-- --12----/\ �,s`',Pc / ..r +♦,�l.��aIP!, I Y EY SAY I- - 1 0 I Z I PARCEL # 31125 O S I�ASN .1---- ---. :1---- TIO l'ol 7 �= _ o�` ` o o- �� �� �� ' I f DOSE / STATE 01 /ISFi1NC1 ON �O~+•' ADDRESS: 1401 DAKOTA AVENUE z r4_ i� `a a� I► i-�i�l�.�a`•+•+ice / i �1� +I47' ANAGORTES WA \ , ��.�. ;; = ._.�. •�_��ollsom.� I Old ISL � I �� / O 4 / ari ,- ,;,�4,5er • �� sn i TYPE OF CONSTRUCTION: �/B TRA �I„ S.� ;Irrov ovr '%� / f u RO \lam / I� 2 \ _ OO w 1� ~�P le~ i ss � I I I �1 F -� i` TYPE OF OCCUPANCY: R-3 ,, STU ��.• O U G f f / / (�Q — i;• �r• i� .s �� A' '~ ss CODE YEAR: 'RC 2015 00 00 o - o.00 ' / � %•�= " SUM - SS LA Lo ' ' / I m w — O I II .II. S / f� I - / / cri �� LTA - � IZbC t 5 , ' I 7 I ' DSMiff �-' °° w i o SS / w� �w vi _L-� J / I r� � U W SS w�w— DS / / / P .� 1li Ia ��� ti S.S. 55 w STOCK PILE / /0 A / H `� _ �_,N — TO SE COV ED ' ,,- ' I / / (� / N TU �w _ TC� o w / �- A I TH I I� fzS • / 6 5 — \\� OT E3E O RED / C z _------' A\ .I"5 -- �58L / V / I TH I N 2 I 4 " O ' VAT1� UT Y _ _, — f / / ' / 7 O Z -FASE ANT S g 15SBL — , ,----- D 5 1 E `7"--3477-0--r....„....7.: ------ ------ -___7_,. ' ' / 4/ / ... i '(- 50 .00 ' / ,� � '8� ° 'OPT " � C3`- =LTA= 34 °2 I " / / A " / / i ' ' / /, Z Z -.._.. 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J.....„4::;,,,,Fa_pe_ic...42A74-10$2_04. 1.11:1F-Y-):::)2_:- � // /� Znrea2knabJ:by r by: LGNMD , 7/ - - - / / / / UTI .... / / / / , / / / / / / / / / o / / / / / / / 7- / / .---- / i . / / i / i UT2 p 3 , / , , r) CURRENT/2016 VEST COAST PLUMBING 16-224 LOTS I d 2/ LOT I UTILITY FLAN SEE GENERAL NOTES SCALE: I" = IO'-O" WRITSEN DIMENSIONS ON THIS DRAINING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC- PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME- Guidance for Developments ..subject to Small Parcel Storm Water Plan (Do not include with submittal) NOTES A. Development Subject to Small Parcel Requirements. Each of the following to water k ell serene new types of developments shall control erosion and sediment transport A _. The elem OA hake a t , during construction, and permanently stabilize soil exposed during i 3; The retrievel v,. met siiTpl e calialeciconstruction in accordance with the requirements of this section: 4. PiTorTIIenereseenceIT acceidence, ,Samdard Sp. TIB-01,3(,5)- 1 . Individual, detached, single-family residences and duplexes; -r 7 -7 , DRADWIE ORM :-, -1 ' .. , -,. p 1' A' r, ::CT 2. Creation or addition of more than one thousand and less than five T:. .} , .- thousand square feet of impervious area; \ w - —1. / :. ' GA" THOMAS NASH REGTJ103uL R ORATE EINOIOIN RET IALi MEN(M) Si ,'E OF WASHINGTON :': 3. Grading, clearingor land-disturbingactivities of more than one / - - -. ': ./ thousand square feet and less than one acre. I ' . ... t~ - AERFLOw — '' h =- _-_ �=' BELDNfi T ORATE r. 41 ry.. r-� .w _ E. Plans for such development shall include a site plan and a small parcel = (1 �.- t -r . 06 storm water plan (SPSP). Based u on the review of the small storm t _parcelLil N CO water plan, a determination will be made as to whether or not further W m e, � 1 drainage plans or information are needed. , Ri , H •' f OiNINLET ORATE ream 4 OVERFLOW QN M BYPASS MP.) U o r C. Site Plan. The siteplan shall indicate the character of the existingsite, 5 + i' W r x k All Q topography, natural drainage features on or adjacent to the site, the � � T C� Hil location and dimensions of all existing and proposed impervious surfaces, AA , flow arrows indicating the direction of storm water flows on-site, and any SECTION VIEW 1•011E' "E"' W off-site flows entering the site, the proposed method of utilizingthe existing NOT ID SCALE , iI. .,i,,�..• -, ..�.... U z nom h temporary erosion/sedimentation contr I lan and the e. `�' ' drainage system, the p Yo p � Op� permanent soil stabilization measures to be employed, � , PLAN 0 MEET i OF t!!FEET ' cry O NiiiiivIle FOR i'1}Yi.1CA5 QW o co D. Services of Professional Engineer. If the parcel contains or is adjacent to Plow ilmikedar is os-2o-or •—„....w .. .... eta either a f loodplain, a stream, a lake, a closed depression, a wetland, or an '""'"'"""MOSCompo of`. erosion or landslide hazard area (as indicated by land slopes and general soil types) a registered professional civil engineer shall prepare the plan. 0 Compliance. Compliance shall be demonstrated through the I Z E. p g implementation of an approved small parcel storm water plan. � • X .u_iK F. Small Parcel Storm water Plan (SPSP). In addition to meeting the (1 > requirements of Section 13.36.070, General design and construction _I -9 _ O iti standards, Section 13.36.080, General water quantity standards, and Cl i_ Section 13.36.090, General water quality standards, all plans subject to til ç I— i/ SPSP sh Cl meet the following requirements: < 4( d o i 411(riS t o ,� 0 MK , (A 7 w^�... J. r is�",:'e" wruwY e NJ < < _. ----. - --- 4 i;;ARRY bf a - ......e H. T J 7 B TF 0— 1; _•Ci:-i Y T�{F:z:; - E'PiKii IS _ — COARSE COMPOST .i I— < s1� mi.,. _IA it �` '.. r','rev^_,.. - ... . ....:r — I��irowe siA--m. ..:.( : 3w -i.r...,S{..�T..S•r+. Sew.}f .. .... GROUND .-.T- r.y..' �: .. f *�' e—orb. .'`` -1 FIGURE1111 D. .13. S I L�TFENCE •rIR TEMPORARY SILT PENCE .r i_ _ < e SEG( OR I;OIIMPDBI`SACK ION1"--- ., f� __ ____-_,-- ..._ OTE -. L I a•rme - �FACEoteiT x1 uRw,F SF+ti.LYl{AYNipSIt stripES cEA date: —/-26-I6 T ! ILTER FABRIC SHALL BE SPLICED I'-17 tIETH OVERFLOW p- � I EARTHEN MATERIAL. r' ��l� � 1� F ...e_.' I � X• 1'-cT FOR SLOPES 41i;1Y OR FLATTER p 3^!"1'f I t: M1 x• , -Is FOR%ORES STEEPER TITAN 4FI:TY rev 1 s 1 o n s: AT POSTS. USE STAPLES, WERE RINGS OR 2 2 ` '' TT I// ca�� —' ��-� 7> I,cx>i�slRtlG By 7YPIClIt_ EG110t! EQUIVALENT TO ATTACH FABRIC TO POSTS. - -t COMPOST BERM PETAL TENT TRAP OOTTUIF r.R OEPTH Er-4'Hock — 1`-iR -001DEPTli OF T' T r'.3` P'Fi F r-t'ROC i1TF SA #}t�t!VEf.1X 4 -�"•STILT SPEC.SECTION�33 m .iim .� fi _ .. .. � "' --a ___ 2" B 1 Ga. WIRE OR '�- SECTION Iiiiiiiiiiiltig 1 EQU ALE NT IF STANDARD ' ` 4 - %. 1 tli. - -' .. :. STRENGTH FABRIC USED a -. . iii MMOMM Mir I I. mo..un..a�-�.siii� 1 iiiiiag . 'imam z ExiSTIFM3ROAo ! drawn b LM1� ■■ -mot GI' c.k. by: �N gn i�.�. . FILTER FABRIC r" � `P II�..� .� .-w :_. IF.R i 4 IcrrP1---+ T.. ■� I 3 C4 F f ..*.. MATE OF _.- .. a a•away s me UM ..-Tg§g--**.altiWeic:'',:',-,.„... ' er,,L\ "Zttillii).311an UT2 •1. - L +.. k I • 4 '�• .2 rf'i'-. - iF �f � I I �Mu ?i 1 ,a 1,) LANDSCOPE AftfairrPOT soii i..., ,",7 ill K:] 1 3 �_ . �� �. - . r` r-,fir,- c 1. iii ERPFIcATE NO.WOWS C ., s7 ...,......0...„_„ gial - •!� k i N 1 ` / ...„ e 4 l'''''-. #� ;� ..; S f a .mow..*�«,.,iw,�+cyrwrw.v.,. � ��.tr...4,77...„„.„,,,,... � .� .� ; � � � • f . ''' -, � � � �1'� -�� ` aq�.rr�•i.OiMk+k+s i1F++t-•w w+i,rt rr ate+•,—Esa +� ■; ■ - }s +t ti AS RL-QUIR D-T "oh. -'� rrl�wf 6m.: r •r-•,+.nre-t.,.,r—ram UT2 may. EJSi„F.PT MAY OE REDO= r - .b. ..r'..,. - iri �.-._-_I �-- �e • ,.-...- Tp$U lilt FOR FdTES iM1117 i f-51 � i +�.M+.�� .+ .ter,-+ry+rs MAX. -. EROSION CONTROL ,XII . �'. —` — � � � � � MACE CONSTRUCTION ti;FarEx7x-E F� � MINIMUM x4 TRENCH �) srAsr +UCT Ate meNliUM OF o is L POST SPACING MAY BE - THE YL „� $ too r -eo.�o. 1 _ - FIETT1F�iS,OR AS O CTEp BY TFE ENGINEER. PROVIDE FULL vs4OrH OF '�`(�''� SHEET T OF I MEET CURHEST COAST p MBING Li INCREASED L r 1 ll• � w is- 16-221 LOTS I it 2/ LOT I TRENCHWITHNATIVE SOIL INGREssi S$A>EA , IS USED BACKFILL --- , ;, r , �.1A 14ia3iilErlelC VIM WIRE BACKING *WE IMPOMIEINEER ___ OR 31 #" TO 1-'I " WASHED GRAVEL STAID CONSTRUCTION ENTRANCE .�� \ i NOTE: FILTER FABRIC FENCES " ' WOOD POSTS, STEEL FENCE —; SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE I 1 i WRITTEN DIMENSIONS ON THIS DRAINING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE PRAYVINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK,OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAME. LEEND: GENERAL NOTES BEARING WALL I. ALL EXTERIOR HARM HALLS TO BE 2x6 STUDS 16" D.G. TYPICAL, WITH R-21 INSULATION. „•.�i .•::=.7,.. BEARING HALL ABOVE 2. ALL HEADERS ON MAIN FLOOR TO BE 4xIO DF-L#2 - - - FLOOR LINE ABOVE UNLESS NOTED OTHERWISE. w WIA MULTIPLE 2x STUDS 0 POINT LOAD 3. PROVIDE SOLID BLOCKING UNDER ALL (2) 2x TYP. UNLESS NOTED OTHERWISE BEARING HALLS. PT. LD. ;,i POINT LOAD ABOVE ABV. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP 0 SMOKE DETECTOR IIOV SPLICES AND CORNERS, EXCEPT AS NOTED Q INTERCONNECTED IN/ BA I I ERY FOR 5HEAR TRANSFER. BACK-UP 5. ALL GUARDRAILS PER MANUFACTURES SPECS. CARBON MONOXIDE DETECTOR 110V SUI-'I-'ORT CAPABLE OF RESISTING A SINGLE O INTERCONNECTED W/ BA I I ERY CONCENTRATED LOAD OF 200 LBS, APPLIED IN BACK-UP PER IRC315 ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 2F-2 (S.G.) SAFETY GLASS 't<;- .w<F:,;:... •, REGIS . .p - 6. FASTENERS INTO OR IN CONTACT W S WITH PRE - i ' ' VTO VENT TO OUTSIDE SHALL BE OF WOO TREATED OR FIRE-RETARDENTD 35'-O" OVERALL it +� FAN - VENT TO OUTSIDE HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, 20'-6" 14'-6" ® 50 GEM MINIMUM SILICON, BRONZE, OR COPPER. ,, 4x4 POST AT GIRDER TRUSSES HIP MASTERS, EXCEPTION - 1/2 INCH DIAMETER OR GREATER GA 'HOMAS NASH ® OR BEAM ENDS OR USE (3) 2x. STEEL BOLTS. MATE.Of WASHINGTt N / 5_2" )' q / WHERE LARGER POSTS ARE GALLED OUT, AN ;. B 10 EQUAL WIDTH OF 2x(4)6'S MAY BE USED (IF A 1. PER IRC R311.1.1, ALL FIELD END GUTS, NOTCHES, AND ``'"' • 6x6 POST IS REQUIRED USE (4) 2xb). DRILLED HOLES OF PRESSURE TREATED WOOD SHALL USE 2 STUDS AT EACH WINDOW CRIPPLE BE TREATED IN THE FIELD IN ACCORDANCE WITH AINPA M4. J 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE PER 2015 IRC., R31O.I \ ♦ '1. UNDER ALL PARALLEL BEARING HALLS, USE DOUBLE UD N ♦ ♦ JOISTS OR A5 NOTED ON PLANS. DOUBLE JOISTS UNDER ,r, ALL NON-BEARING PARALLEL HALLS. `` P45 J O = - J f �^ 10. EXHAUST FANS LARGER THAN 50CFM MAY BE H L m SEISMIC STRAP it_ - Q` � CONNECTED TO 4" SMOOTH WALL VENT PI1-'i= IF RUNS L�' co PER ATTACHED PRESS RELIEF O DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF VALVE TO EXT. I I I - 1C x kin ; OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF 15' �� �/ o 4" STEEL 0 I c0 TILE ®FAN m P4.• q t A L RD ,No \ I iii NI- 50 GFM D V l I I. APPLIANCES.COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING O w q RIER ♦ ♦ 2. WSEG COMPLIANCE CERTIFICATE REQUIRED WITHIN Illt SEE 51 CET AI 0; 3' OF ELECTRICAL PANEL. C/ NOTES 3A SG FOR 43 Cd FURN. AND HWT. NOTES 13. ALL FLASHING TO BE IN COMPLIANCE WITH 2015 IRG, SECTION R�03.4. CI 14. ALL OPENINGS MADE IN HALLS, FLOORS, OR CEILINGS �T'� U - FOR THE PASSAGE OF PIPES, STRAINER PLATES ON 1-•L� DRAIN INLETS, TUB HASTE OPENINGS TO GRAWLSPAGE, r AND METER BOXES TO COMPLY WITH UPG SECTION 313.l.2 '1 VD GARAGE NOTES Ct • 1 fn I. GARAGE/LIVING SEPARATION, USE NO LESS THAN 5/8" ono ITYPE "X" GB. HERE THE SEPARATION 15 A FLOOR - I N R . ROOM cv W WHERE ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS I` THAN 1/2" 6WB OR EQUIVALENT. PER TABLE R302.6 O I M. . 2. WRAP POSTS AND BEAMS IN/ 1/2" TYPE "X" GWB m 6ARA&E +� 3. INSULATE ALL WARM HALLS AND CEILINGS L X _1 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE 0 o U X ♦ HALLS OR CEILINGS SHALL BE CONSTRUCTED OF NO. 26 Z O p GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS / 5_0 Q / q_6 / O INTO THE GARAGEQi m m 1 I < Ala ;i- 6 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 4 © - Tli- - Q BE SOLID HOOD DOORS NOT LESS THAN 1-3/8" INI ILI K met r" N THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS " > . NOT LESS THAN 1-3/8", OR 20-MIN FIRE-RATED DOORS ♦ - ice. ♦ ♦ WITH SELF CLOSING HINGES PER 2015 IRC R302.5.I. r(1 I F 1 REF'LAGE NOTES: a_ - 1111 i LINE OF O.H. DOOR 40 1.LINE_ OF 0.H_DOOR Q r�� O' CLEARANCE FIREPLACE WITH DIRECT VENT. �- -IN UPRIGHT POSITION_ -1 -IN UPRIGHT P051TION O I 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER Cl/ MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE di < 0 0 --- - APPROVAL LABEL ATTACHED. • O 3. FIREPLACES AND STOVES MUST BE D.O.E. APPROVED § ii " AND BE TESTED, CERTIFIED AND LABELED AS0 0_ 28 z T- r SUITABLE FOR U5E DURING A FIRST STAGE BURN BAN. < < 0 HEATING NOTES _ �� (1) 7 m. L 3F sowO.H. DOOR 8050 O.H. DOOR dIo I. INSTALLATION PER ASHRAE qOA-SS Z 4 4 - 'J h •♦ b Zo b 2. ALL PILOTS, BURNERS AND SWITCHES TO BE V■ 1 ill -0 P2-2" P2_2" dry+ 11+ MINIMUM +18" ABOVE SLAB. Q x STUDS 3x STUDS L�j FOR nI L 1 N 1 PLATES WALL LINE ABV. i PLN 3. PROVIDE +18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, ♦ HDWo I LAYER IF PLATFORM IS ON SLAB. 9- 4. PAN UNDER HOT HATER TANK PER 2012 UPG 50-1.4 dc�te: p 7-26-16 p IF ON A WOOD PLATFORM. permit: CO 5. R4 INSULATION REQUIRED AT ALL HOT HATER PIPES IN 1^BV1S IO1'1S: E 16" 5Q. COLUMN CO Q k �i�� UNHEATED SPACES PER 2015 WSEG SEG 405.4.2. W/ CULTURED STONE 0 O 2Q� Q0� q0`6 QV` m m +47 6. PRESSURE RELIEF VALVE TO EXTERIOR PER VENEER p�� p�� + UPG SEG 608.5. 1 ♦ ♦ Rio DECK LINE ABV. r -I Fr'/ - .1:.. . ,': 7 y -. HATER HEATERS SHALL BE ANCHORED OR. STRAPPED TO O�� I I J♦ 1),' P2I-�e"�SdG�Sz �•CJ 4 SSG". RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE cD qq� 3x 5 DS `��' ?S' `S' - MOTION. STRA1-'tHNG SHALL BE AT POINTS WITHIN THE I I Uj " O UPPER 1/3 AND LOWER I/3 OF THE WATER HEATER. `Q`� I I , VRD. PORCH P ;�5 3 P2-2u -I 1r CONG. 8. FORGED AIR GAS HEATING SYSTEM; • �IV r IF Al 2020 FXD. PLATE OUTDOOR AIR: OUTDOOR AIR INLET CONNECTS TO THE - - ♦ RETURN AIR PLENUM INCLUDING DAMPER. MINIMUM AIR QO-s +s EXCHANGE PER 2015 IRG, SECTION MI6O2 C1 -o ` <` - „ �T OUTDOOR AIR SUFPLY droiNr by: b : LM 4 6 6 4 s 3 8 A MECHANICAL SYSTEM SHALL SUPPLY y !`-10 „ OUTDOOR AIR A5 REQUIRED BY 8-3 8-3 -6 G-O 5-6 2015 IRC, SECTION M1602 f---F T THIS SYSTEM 15 TO BE INTEGRATED WITH f 20'-6" 14'-6" THE FORCED AIR HEATING SYSTEM MECHANIC-AL VENTILATION /A%4 35'-0" OVERALL WHOLE HOUSE VENTILATION SYSTEM Ala !4PER BITE IRG, SECTION MI50-f COMBINED SOURCE SPECIFIC FANS I INT ERGRATED WITH FORGED-AIR HEATING SYSTEM 1 I ALL EXTERIOR MALLS TO BE F I-6 SHEAR WALL NAIL I NG GURREHT/2016 UNLESS NOTED OTHERJJII SE HEST COAST 4 G I6-22q LOTS I 2/ LOOT I _ , 1.01eNR J...00I' 1=1_..AN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCFFDING WITH THE WORK,OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. GENERAL NOTES I. ALL EXTERIOR HARM WALLS TO BE 2x6 STUDS - ` 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2 . UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP SPLICES AND CORNERS, EXCEPT AS NOTED FOR SI IEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE B CONCENTRATED LOAD OF 200 LEG, APPLIED IN • 10 ANY DIRECTION AT ANY POINT ALONG THE 35-O OVERALL TOP OF RAIL `12 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE- C� y IS" / I6'-4" / 4`-4" / I4'-4" TREATED OR FIRE-RETARDENT WOOD SHALL BE OF AR HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, 4'-4" ,. 6'-10" 5-2" / / 1-I" / � "'.-3 SILICON, BRONZE, OR COPPER. / EXCEPTION - 1/2 INCH DIAMETER OR GREATER GAR HOMAS NASH STEEL BOLTS. STA OFWASHINGTON 1. PER IRG R.518.I.2, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL PI-3" BE TREATED IN THE FIELD IN ACCORDANCE PATIO WITH AWPA M4. 3x STUDS FURNACE d PLATES FLUE )' PI-3" STEPS.,> / ,> >, FLR. LINE ABV. ,>j 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE �ai x STUDS t >xQ T A � PER 2015 IRG R3lO.1 N • PLATES �� 'ON qPI-3° p * xx � b04b XOX SLDR. 3x STUDS vJK 6060 XOX 5LDR.�� 5x STUDS ., G. UNDER ALL PARALLEL BEARING WALLS, UC)w DOUBLEob \ \ 2610 $ PLATES PLATES - JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER N %// TRAN. :% ::im'�i:% // III I''7I I„r . ��� .� w ALL NON-BEARING PARALLEL HALLS. N I l 1•, 11 W ) Cr^� _ - _III a !4 o L - _ 10. EXHAUST FANS LARGER THAN SOGFM MAY BE m hi CONNECTED TO 4" SMOOTH HALL VENT PIPE IF RUNS t,-)�� SOFFIT DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF m Din{ SINK CEILING IN I O BUTLERS BUTLERS OF FLEX DUCT 15 5" DIAMETER WITH MAXIMUM RUN OF 15' r • W/ DI'P.ci T a. PANTRY k6 PANTRY TO F� U o KITCHEN g o o HDHP 8'-0' 3 II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING �T� �r O`t Hnwv. ` r 11 i Ip APPLIANCES. O W ( u d? �� p To dJ T- I °' O 1 t. ,SP, - 4'-10" N I I `J I �c DINING RM. Zz 12. WSEC COMPLIANCE CERTIFICATE REQUIRED WITHIN �� iL iv • (lb00 y r Q �8 I, < CPT. - V 5' OF ELECTRICAL PANEL. �� H vo 4 PANTRY 13. .ALL FLASHING TO BE IN COMPLIANCE WITH IO _ _ m 0 1 E 2015 IRG, SECTION R-703.4. Spy �I� EATING BAR u I �� cki W 1U TT) iK I 14. ALL OPENINGS MADE IN HALLS, FLOORS, OR CEILINGS U 3^I/2" COFFERED J FOR THE PASSAGE OF PIYtS, STRAINER PLATES ON O \ I h ,y+� - - - Z�-TR� r�-1� DRAIN INLETS, TUB WASTE OPENINGS TO CRAWLSPACE, p4 4 \ \ ' 16) /e AND METER BOXES TO COMPLY WITH UPC SECTION 313.1.2 (� `� = SARASE NOTES ct Oi I II I Wz I. GARAGE/LIVING SEPARATION, USE NO LESS THAN 5/8" o = r 1111 :13 - TYPE "X" GWB. WHERE THE SEPARATION I5 A FLOOR - oo -10 DORIG 10 4) DORIG1 \ • COLUMN ON COLUMN ON CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE NOOK v 24" HI 24" HIGH Zp O� \ I HPNID. PEDESTAL PEDESTAL 0 SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 ■ LEGEND: O ull z cm THAN 1/2" GWB OR EQUIVALENT. PER TABLE R302.6 `� z o Ili �� 0 � � IA OL 2. WRAP POSTS AND BEAMS WI I/2" TYPE "X" GINS BEARING HALL 1111 •Q\� = LIVING RM. O 3. INSULATE ALL WARM HALLS AND CEILINGS P BEARING HALL ABOVE O , O O C .I-- p 0 i 63 N 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE 0 - FLOOR LINE ABOVE m _! \Li - WALLS OR CEILINGS SHALL BE CONSTRUCTED OF NO. 26 All ,�,,, MULTIPLE 2x STUDS ® POINT LOAD \ \ 1 T f m Qi GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS Z (2) 2x TYP. UNLESS NOTED OTHERWISE (X INTO THE GARAGE J + PT. . r� 0 T ���7 IZ / 3�+6 _ �j��� 0 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ED in m < ABV. POINT LOAD ABOVE = N A 'i BE SOLID HOOD DOORS NOT LESS THAN 13/8" IN sv SMOKE DETECTOR IIOV Oi •10 / `t I p • 10 _ pi THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS X ui < 0 INTERCONNECTED W/ BA I I ERY Tn •.,t---- 2-4 3-6 36" OPEN RAIL O Fn i NOT LESS THAN I-3/8", OR 20-MIN FIRE-RATED DOORS BACK-UP N WITH SELF CLOSING HINGES PER 2015 IRG R302.5.I. CARBON MONOXIDE DETECTOR 110V " >. , I 00 - -z FIREPLACE NOTES: ---I ‘Qe mel( ki) 0 INTERCONNECTED W/ BA 111=RY _ tLI> IL BACK-UP PER IRG3I5Iii O OIll 1_ <1( I- {S.GJ SAFETY GLASS Z F O I 1 12 DN. 11-1 7 R. f. O CLEARANCE FIREPLACE WITH DIRECT VENT. fl z� SER s �Q I INS 10" R TREAD I- pi 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER 5 IZ 4 ;r `fl O MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE _^ etVTO VENT TO OUTSIDE = I Qu FAMILY RM. o�L p `9 _ �Y APR' OVAL LABEL ATTACHED. FAN - VENT TO OUTSIDE p 0_IT ---� 00 IL- pf ® 50 GEM MINIMUM - 36" OPEN RAIL 3. FIREPLACES AND STOVES MUST BE D.O.E. APykOVED < 4 4x4 POST AT GIRDER TRUSSES,HIP MASTERS, u..l O AND BE TESTED, CERTIFIED AND LABELED AS 0 0 OR BEAM ENDS OR use (3)2x. N SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. WHERE LARGER POSTS ARE CALLED OUT,AN O a % 44.- 4: < EQUAL WIDTH OF 2x(4)65 MAY BE USED(IF A bx6 POST 15 REQUIRED USE(4) 2x6). USE 2 STUDS AT EACH WINDOW CRIPPLE 0 P1ND OPEN TO. BELOW HEATING NOTES cI Z I. INSTALLATION PER ASHRAE CfOA-88 SHEAR NOTE: �R / .9 CO 2. ALL PILOTS, BURNERS AND SWITCHES TO BE v R�� SEE SHEET LI FOR SHEAR WALL ��V 1 ~� ®VTO €d FAN MINIMUM +18" ABOVE SLAB. VS III NAILING SCHEDULE DETAILS ,�� / a + + 1 / (S.G.) (5,6.) _., 5o GFM <21 ,yJ�� 3. PROVIDE +18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, SHEAR LEGEND: \ 477/7/// Li /l/1777 = FLOOR LINE ABV. ` I LAYER IF PLATFORM 15 ON SLAB. 3: " ,y� PI-2" ,� 6080 S.G.D. 3x5TUD5 � 4. PAN UNDER HOT WATER TANK PER 2015 UPC, 50-7.4 PI-6 INDIGATi=S SHEAR WALL 0 3x STUDS S), 0 IF ON A WOOD PLATFORM. iuimiii REFER TO SCHEDULE U(0 t PLATES s ��b 8 FLATES C66 dcat : 7-26-I6 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN prrnit` p �� \ �� DECK �3 O UNHEATED SPACES PER 2015 WSEC 5EG 405.4.2. revisions: � ) DENOTES HOLDOWN LOCATION; i I6' SQ. COLUMN w/ CULTURED STONE 5050 FXD. WATERPROOF 2020 FXD. ® SEE PLAN FOR TYPE VENEER TO BE 42" ABV. DECK LEVEL Oy�" UPC 5EG 608.5.S. PRESSURE RELIEF VALVE TO EXTERIOR PER DENOTES STRAP LOCATION; IN/ WOOD FRAME OVR. 36" OPEN RAIL iii���y�i' SEE PLAN FOR TYPE III I -__ � //�jq/A 1. HATER HEATERS SHALL BE ANCHORED OR STRAPPED TO \ - PI-2" , -1' P!-2" \ \ \ RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE • (3x) INDICATES 3x FRAMING MEMBERS, �i� MUD SILLS, PLATE'S STUDS ® EDGES U" 3x STUDS 6046 FXD.I Ivy 3x STUDS 4 MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE + �� -I 4 PLATES S �� 4 PLATES S UPPER I/5 AND LOWER I/3 OF THE WATER HEATER. b`� • - FLOOR LINE ABV. 8 6 6. FORGED AIR GAS HEATING SYSTEM; Eh 1 J 1 OUTDOOR AIR: OUTDOOR AIR INLET CONNECTS TO THE �r �IJ JC RETURN AIR PLENUM INCLUDING DAMPER. MINIMUM AIR EXCHANGE PER 2015 IRG, SECTION MI6O2 OUTDOOR AIR SUPPLY drawn by: LMD A MECHANICAL SYSTEM SHALL SUPPLY GI.-I Gk.od by: GN 4'-ci" 5-6" 4'-1" 3'-I" / 2'--!" / 7'-3" / T-3" OU I DOOR AIR AS REQUIRED BY / / 2015 IRG, SECTION MI602 � fT THIS SYSTEM IS TO SE INTEGRATED WITH 14'-10" / 5'-8" J THE FORGED AIR HEATING SYSTEM 20'-6" 14'-6" MEGHANiGAL_ VENTILATION A&I / / 35-0" OVERALL WHOLE HOUSE VENTILATION SYSTEM O / PER 2015 IRG, SECTION MI501 COMBINED SOU?.GE SPECIFIC FANS I 0 INTERGRATED WITH FORGED-AIR HEATING SYSTEM ALL EXTERIOR WALLS TO BE FI--6 SHEAR WALL NAILING UNLESS NOTED OTHERWI SE CURRENT/2016 WEST COAST PLUMBING Ib-22a LOTS I B 2/ LOT I MAIN LOOS -'LAN SEE 6ENEIRAL NOTES SCALE:: 1/4" = 1`.-0" / 1MRIUEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC. vIKTAINING TO THE WORK BEFORE PROGEEDIN&. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SI-IONIN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCFFnING WITH THE WORK,OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 35'-0" OVERALL 12'-O" 7"-8" 6'-6" y 8'-10" b'-3° 5'-a'" 4'-0" s'-8" `t AR. ' CT . SENERAL NOTES " I. ALL EXTERIOR HARM WALLS TO BE 2x6 STUDS GARY ' OMAS NASH B IS" O.G. TYPICAL, WITH R-21 INSULATION. STA O1"WASHiNGTOhI • 10 2. ALL HEADERS ON UPPER FLOOR TO sE 4x8 DOUGLAS FUR #2 UNLESS NOTED OTHERWISE. 5040 XO SLDR. 5040 XO SLDR. t ,�-r� 3. FUR-OUT HEADERS TO MATCH 2x6 WALLS. \ ♦ * \ } 4. PROVIDE SOLID BLOCKING UNDER ALL I 1p I I ma^aul BEARING WALLS. (EGRESS) LINEN ! D 5. INLINE FRAMING - SINGLE TOP PLATE STRAP co i�iLI ® SPLICES AND CORNERS, EXCEPT AS NOTED o0 �� --.11—A7 SINK W VTp FOR SHEAR TRANSFER. �� N FURNACE 4068 `� �1 (J) N BI FOLD 6. ALL GUARDRAILS PER MANUFACTURERS cn FLUE LAUNDRY • .fl M O TILE SPECIFICATIONS. SUPPORTS CAPABLE OF �-�I o BED #2 �VTO.H. FAN p =♦ RESISTING A SINGLE CONCENTRATED LOAD co 2868 OF 200 POUNDS, APPLIED IN ANY DIRECTION ' �V CPT. qt0 FM O T AT ANY POINT ALONG THE TOP OF THE RAIL. r ) o ' P85 ` /• . TUB/SHOWERBETWEENWALL UNITS STUDS SHALLAND HAVE FIREWATERPROOF BLOCKING O T-8 4`-463 ) ;.- ^ Q / 1 SURROUNDS TO +12" FROM DRAIN. GLAZING, C/D 6'-2" /I'_6"/ N y \ INCLUDING WINDOWS WITHIN +12" OF DRAIN, SHALL Cr) F..� O BE SAFETY GLASS. SHOWER FLOW IS LIMITED TO 5068 5068 2.5 GAL/MIN. WOOD FRAMING TO BE PROTECTED 'ay • 7‘, BI-FOLD L _ 0 BI-FOLD FROM WATER SPLASH AND MOISTURE. cAl Z = 41 U 5'-6" 8'-10" d� 8. ALL BATHROOM FANS, KITCHEN HODDS, AND DRYER _ -j_ / '' _-. I DUCTS SHALL BE EXHAUSTED THRU THE ATTIC TO THE Z PAS 2668 in ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE CV - ( I . (Z �2 IX HALL. ALL HALL DUCTS SHALL TERMINATE AT LEAST Cr) - • Q 36" FROM A WINDOW OPENING. Gy -�,3.. _1 °go4'0 4 '` cx BED #40,3 �� �.l �� 0 tLv ' • z a c�'T ♦ cf. ONE WINDOW PER BEDROOM SHALL MEET r 0 36 0- 12 I A O X = EGRESS CODE PER 2015 'RC, R310.1 r I on x y� - T I 0tu � co 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE w. in m p O r $ASH mI JOISTS OR AS NOTED ON PLAN, DOUBLE JOISTS ■ : O 24b8 �'-b" 6'-10" 1 _4 UNDER ALL NON-BEARING PARALLEL WALLS. :L r1) — II. HHOLE HOUSE INDOOR VENTILATION SYSTEM WITH 3` PdS ♦ I 24 HOUR PROGRAMMABLE TIMER. RETURN AIR 2668 1 v TO BE SUPPLIED BY HEATING SYSTEM. N --A/V I • L I I _ __ ♦ 12. MAX. HOT HATER TEMP. DISCHARGING INTO A0 -1 ♦ ♦ PASFAN Li BATHTUB OR WHIRLPOOL BATH SHALL BE LIMITED 5068 I L_ _ — — t + �p TO 120°F. THE WATER HEATER SHALL NOT BE Z BI-FOLD 0 O L — — — X��r 50 FM Om m CONSIDERED A CONTROL FOR MEETING THIS PROVISION. p m tib 1'-8" 4'-4" zo q�A ICI a A T ♦ ♦ 0 13. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGSin I 1 1 < A i IW�_ z U) FOR THE PASSAGE OF PIPES, STRAINER PLATES ON zW • 10 DRAIN INLETS, AND METER BOXES SHALL MEET THE X LLI K Zzi • ID �,. • �0 3'-(�" J / 1- REQUIREMENTS OF THE 2015 UPC, SECTION 313.12 (1 > _ 0 0 crr. in 0 . . BED #3 6'-6" -2°' 3'-4" ` ♦ 14. ALL FLASHING TO BE IN COMPLIANCE WITH _ — r O x '� OPT, • 2015 IRG, SECTION R105.4. v■ ILI Ui� _ LEGEND: (11 --- 1( F- r- CD Q = 4 N �— in N [v ri V ®FAN X v* ..f BEARING HALL O ,� VTO m 1L I-- Of J ♦ F 50 CFM O FLOOR LINE ABOVE `'"' —11 O ç 2468 ' inn win MULTIPLE 2x STUDS ® POINT LOAD ♦ ♦ - __It,_ (2) 2x TYP, UNLESS NOTED OTHERWISE V MASTER BATH PT. LD. �� POINT LOAD ABOVE 0 12'-O° 8'_6 / TILE ABV. / SMOKE DETECTOR 110V O Uk Z IL AC. < \ 0 INTERCONNECTED W/ BATTERY U- III 1 0 a) 2468 ,��;" Q _ O L s+ ♦ BACK-UP z I- <IC. O �� cps Q� , 0 CARBON MONOXIDE DETECTOR I IOV 1) r()) .' O CO INTERCONNECTED W/ BATTERY Q} V a! MASTER BDRM. o cri o :t GP +6 0) •o '� I BACK-UP PER IRG315 1. (S.G.) 10 m (S.G.) SAFETY GLASS L p \ //////�////////////// I ♦ ♦ VTO VENT TO OUTSIDE Ks, d) A7 PI-6" 0) 4040 XO SLDR. � FAN - VENT TO OUTSIDE SLOPE SLOPE T VIL ``7 U� 50 GFM MINIMUM dcEte: /-26-16 ��,. ,�� El POST AT GIRDER TRUSSES,HIP MASTERS, p 1t 1 0 ii - OR BEAM ENDS OR USE(3) 2x.W r P.�/151 o I'I S: HERE LARGER POSTS ARE CALLED OUT,AN EQUAL WIDTH OF 2x(4)65 MAY BE USED(IF A bx6 POST IS REQUIRED USE(4) 2x6). [[ O 111 1 USE 2 STUDS AT EACH V(INDOIN CRIPPLE I 0 WALL LINE BLW. m (EGRESS) J fl SHEAR NOTE: II ♦ ♦ P1-6° 80 XL'�X SLDR. PI-6" ,� I I - - ♦ ♦ NAILING SCHEDU SEE SHEET LI LE gH DETAILS WALL ST• C e � �� W/ 8020 ARCH. TRAN. ST SEC III �,3 .� 8<& J s7��� ��Ij I SHE 4R LECyEND: ' -U PI-b° INDICATES SHEAR WALL rr " REFER TO SCHEDULE dreawr by: LMD x * --..-DENOTES HOLDOWN LOCATION; GI^1PG{Ced by: C'1•1 ���•O/ Zif SEE PLAN FOR TYi- 10'-6" 10'-6" 10'-8" / 3'-4" - ����� - - --DENOTES STRAP LOCATION; T Agm SEE PLAN FOR TYPE 21'-O" - 14'-O" / INDICATES 3x FRAMING MEMBERS; Aa (ax. MUD SILLS, PLATE'S 4 STUDS ® EDGES 35'-O" OVERALL / O B ALL EXTERIOR WALLS TO I 0 BE PI-6 SHEAR WALL NAILING • to UNLESS NOTED OTHERWISE CURRENT/2016 WEST COAST PLUMBING 16-22q LOTS 14 2/ LOT I OF ' 1...0OR FIL AN SEE SENEfi .AL NOTES SCALE: 1/4" = I'-O"