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HomeMy WebLinkAboutPermit File 3802 W2nd Street TY G� O� viAllgaleril as 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: 3802 West 2nd Street Owner: Cory&Brooke Nibarger Constructed by: Keystone Building Services LLC Building Permit#: BLD-2016-1472 Date issued: September 29,2016 Use Zone: R-2 Dated: October 31,2017 Authorizing Official: (e '�- ', Cityof Anacortes_ Invoice/Permit #: BLD-2016-1472 904 6th Street ``• Applied date: 08/09/2016 P.O.Box 547 Issue date: 09/29/2016 < ;' Anacortes, WA 98221-0547 Expire date: 03/28/2018 `,, ' 'V (360) 293-1901 : Job Address: 3802 WEST 2ND ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence constructed per approved plans. Owner: KEYSTONE PROPERTY SERVICES LLC Contractor: KEYSTONE BUILDING SERVICES LLC Address: 1007 8TH ST Address: 1007 8TH ST ANACORTES WA 98221-4120 ANACORTES WA 98221-4120 Phone: (360) 588-4189 Phone: (360) 588-4189 License #: KEYSTB5876NO General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 # of Bedrooms 4 Building Permit Fee 2,656.95 Basement Square Footage 1602 Plan Review Fee 1,527.02 'i st Floor Square Footage 1665 Mechanical Permit Fees 139.80 Garage Square Footage 526 Plumbing Permit Fee 209.00 Deck Square Footage 420 State Building Code Fee 4.50 Porch Square Footage 51 Sewer Inspection Fee 50.00 Building Valuation 396200 Storm Drain GFC-Residential 1,408.06 # Forced Air Furnace <=1 ,000 1 Sewer GFC-Residential 8,987.40 # of Bathtubs 3 Park Impact Fee 615.00 # of Clothes Dryers 2 Traffic Impact Fee 900.00 # of Clothes Washers 2 Total Calculated: 16,697.73 # of Dishwashers 1 Deposits/Receipts: 0.00 Gas Outlets 7 # of Gas Fireplace 1 Total Due: 16,697.73 # of Gas Piping 1 # of Gas Water Heaters 1 tr.) -4 -17 , # of Water Piping 1 x ,i, m ' C) '1r- t-y it. nn ?o '-:. 1:71 cri cF.. # of Hose Bibbs 2 .-y 1 I•••3 44:c Ill1t. p.J '.�� COfrA• # of Kitchen Sinks 1 # of Lavatories 5 o .y' O. '_' # of Range Hoods 1 to '-� s 1--., m ci '=' # of Showers 1 c- -„J (1-1 (4 17..1 I.%) =i '-i +--1 # of Slop Sinks 1 ^ ;„.- in '--' # of Ventilation Fans 6 F... I'll -0 P-. ,t, # of Water Closets 3 `t• ' ' m ., 1--. i= rll { it. ,--I . - nor„ =" .T IDI tO 1--' i„i 0 CO -„J ,—' m 0••. ::3 :43r%+ 1 Its < ,D ,-.... Ili H I..... 4;1. r-,• a-• I-..• in i:'.. --J CI'. rh•. 171 I`) .. •.. ,t. tit i, •,r-i 'Cl in I— .. --J --J ft. r- {.n t‘•.' . . r i iw, 1=1 „J -J 13 -n ,-• r:a C.-I it. a rr•. M. 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 Information Contact Information New single-family residence Kris Yaun 3802 West 2nd Street,Anacortes,WA Keystone Building Services,LLC (360)588-4189 Heating System Type: (!,All Other Systems (_;Heat Pump To see detailed instructions for each section, place your cursor on the word"Instructions". Design Temperature Instructions Anacortes Temp Design Temperature Difference (/ 46 AT=Indoor(70 degrees)-Outdoor Design Temp Area of.Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 3,267 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 29,403 Glazing and Doors U-Factor X Area = UA Instruction. 0.30 562 168.60 Skylights U-Factor X Area = UA Instructions 0.50 0 Insulation Attic _ U-Factor X Area = UA Instructions ,;.. 0.026 1,602 41.65 • Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA actions I R 38 Vented � 0.027 628 16.96 Above Grade Walls (see Figure 1) _ U-Factor X Area UA Instructions R Ll Intermedi.xc M 0.056 1,419 79.46 Floors U-Factor X Area UA Instructions . 0.029 32 0.93 i0 Below Grade Walls(see Figure 1) U-Factor X Area UA In .lr ear iic,n<: R 21 interior V 0.042 1,391 58.42 Slab Below Grade (see Figure 1) _ F-Factor X Length UA Instructions ` 0.570 197 112.29 I; heimal Hied,a;slab edge Slab on Grade (see Figure 1) _ _ F-Factor X Length UA Instruction_, (c-10 Fully Insulated - 0.360 197 70.74 Location of Ducts Instructions Duct Leakage Coefficient Conditioned SpaceglP . 1.00 Sum of UA 549.05 Envelope Heat Load 25,256 Btu/Hour Figure 1. Sum ofUAXAT Air Leakage Heat Load 14,607 Btu/Hour Volume X 0.6 X AT X.018 Above Grade Building Design Heat Load 39,864 Btu/Hour Air Leakage+Envelope Heat Loss Below Grade Building and Duct Heat Load 39,864 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1 10 Ducts in conditioned space;Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 55,809 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information New single-family residence Kris Yaun 3802 West 2nd Street, Anacortes, WA Keystone Building Services, LLC (360) 588-4189 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,b en by the permit applicant. 7 Authorized Representative f- Date 7/ wi 6 i All Climate Zones - - R-Valuea U--Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC" n/a _ [ n/a - Ceilingk 49I 0.026 Wood Frame Wallg'm'n 21 int 0.056 Mass Wall R-Value' 21121h 0.056 Floor 30g 0.029 Below Grade Wallgm 10/15/21 int + TB 0.042 Slabd 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 I 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. RI 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. L13. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. [_J4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 Li lb Efficient Building Envelope lb 1.0111 1c Efficient Building Envelope 1c I�-2.0 1 d Efficient Building Envelope 1 d 0.5 IA 0.5 2a Air Leakage Control and Efficient Ventilation 2a 1 0.5 HI 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 I"1 1.0 3b High Efficiency HVAC 3b 1.0 [1 3c High Efficiency I-IVAC 3c 1.5 Ii 3d High Efficiency HVAC 3d 1.0 U 4 High Efficiency HVAC Distribution System 1.0 l 5a Efficient Water Heating 5a ( 0.5 5b Efficient Water Heating 5b 1.0 I-I 5c Efficient Water Heating 5c 1.5 HI 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 3.60 *Please refer to Table R406.2 for complete option descriptions Window, Skylight and Door Schedule Project Information Contact Information New single-family residence Kris Yaun 3802 West 2nd Street, Anacortes, WA Keystone Building Services, LLC (360) 588-4189 Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq.ft. max.) 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Ply Gem Pro Series 960S living rm SGD manuf 0.28 1 10 ° 8 ° 80.0 22.40 Andersen 100AS2626 (V) mud rm manuf 0.28 1 2 6 2 6 6.3 1.75 Andersen 100REC2640 (F) stairs manuf 0.28 1 2 6 4 ° 10.0 2.80 Andersen 100SHS3056(F/A) bedrm 2 manuf 0.30 2 3 ° 5 6 _ 33.0 9.90 Andersen 100CD2636-2 (L-R) kitchen manuf 0.27 1 5 ° 3 6 17.5 4.73 Andersen 100AS2626 (V) dining manuf 0.28 2 2 6 2 6 12.5 3.50 Andersen 100REC2626 (F) dining manuf 0.28 1 2 6 2 6 6.3 1.75 Andersen 100REC3066 (F) dining/living manuf 0.28 4 3 ° 6 6 _ 78.0 21.84 Andersen 100CD3036-2 (L-R) m bath manuf 0.27 1 6 ° 3 6 21.0 5.67 Andersen 100REC3050 (F) master manuf 0.28 2 3 ° 5 ° 30.0 8.40 Andersen 100AS2626 (V) master manuf 0.26 w 3 2 6 2 6 18.8 5.25 Andersen 100AS2626 (V)family manuf 0.28 2 2 6 2 6 12.5 3.50 Andersen 100REC3046 (F)family manuf 0.28 2 3 ° 4 6 27.0 7.56 Andersen 100REC2068(F)family manuf 0.28 2 2 ° 6 8 26.7 7.47 Andersen 100GD2P6068 (LS) SGD family manuf 0.30 1 6 ° 6 6 40.0 12.00 Andersen 100GX06040 (XO) bedrm 3/4 manuf 0.30 2 6 ° 4 ° 48.0 14.40 Andersen 100REC2920 (F)transom manuf 0.28 2 2 9 2 ° 11.0 3.08 Andersen 100REC51020 (F)transom manuf 0.28 1 5 i0 3 0 17.5 4.90 ,odel fiberglass swinging door wl flush-glaze glas manuf 0.27 1 3 ° 6 8 20.0 5.40 ;ode'fiberglass entry door set w/flush-glaze glas manuf 0.27 1 5 i° 8 ° 46.7 12.60 0.0 0.00, 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 562.6 158.89 Vertical Fenestration Area Weighted U = UA/Area 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA I 0.0_ 0.00 Overhead Glazing Area Weighted U=UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 562.6 158.89 Foss Heating + Cooling Blower Door Test (boo 333 East Blackburn Road Suite A FOSS Mount Vernon, WA 98273 360-336-1517 Fossheating.com Residential Building Air Leakage Test (Blower Door Test) Results Permit #: House address or lot number: — City: A' - Zip: q g ) Cond. Floor Area (ft2): Age of house: Source (circle one): :�-""P a Estimated Measured Results shall be reported as Air Changes per Hour at 50 Pascals (ACH50) and shall be calculated as follows: ACH50 = (CFM50 x 60)/ Volume Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference Volume = Conditioned Floor Area of the housing unit x ceiling height Blower Door Test Result: V-(2 ACH50 CFM@50Pa Ring (circle one if applicable): Open A C Blower Door Fan Location: r- Weather Conditions: (J(c:ti I certify that these blower door results are accurate and determined u ing standard industry protocol. Company Name: Foss Heating and Cooling, Inc. Technician: 4- Technician Signature: Date: % V Phone Number: 2015 Washington State Energy Code reference: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code ofcial,testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing(see Table R402.4.1.1), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. __- INSTALLED RNSULATION CERTIFICATE P.O fox 2921 Office:(380)424-5179 Mt.Vernon WA Fax: (360)428-5081 a MASTER INSM ATION R SiaviCES LUC We certify that the following residence has been insulated with the following materials: Flat Attic Blow VALUE R-49 Flat Ceiling Batts VALUER 38 Exterior Walls VALUE R-21 Address:3802 W 2°d St,Anacortes WA Certify by a Se t-,gi.o- Loa.no- Date Installed October 2017 Title Manager SCHEMMER CONSULTING GROUP PLLC ENGINEERING CIVIL-STRUCTURAL-PLANNING-SURVEYING RESIDENDAL HOME DESIGN 10/25/2016 1 Groc Fyrrce Building Inspector City of Anacortes 3s02- C% RE:38±West 2"d Street Concrete Groc, I inspected the steel for the concrete footings and specified adding transverse steel#4 @ 2' OC. If there are any questions please do not hesitate to call 360.708.4386. ,Sincerely, / l { sii Janes T. Schemmer, P.E. S e � + C ! �� _ r of 41 ' ' 41 SCHEMMER CONSULTING GROUP PLLC • 301 30'"STREET, SUITE C,ANAQORTE9,WA.98221 • (36O)293 -9006 Hydrant Flow Test Report Test Date 9/21/2016 Test Time 8:45 am Location Tested by 3802 W 2nd Street Roger Sigmen Anacortes WA 98221 Commercaial Fire Protection Inc. 17199 Bennett Rd. Mount Vernon WA 98273 360-848-9093 Notes Read Hydrant Per IFC max avalibe flow is 1750 GPM 102 psi static pressure Flow hydrant#801 4" Hose Monster 62 psi residual pressure Meter at 3803 s=104, r=74 0 ft hydrant elevation Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 0 3.5 .93 31 1893 gpm Flow Graph 125 2790.4 gpm at 20 psi 100 75 psi -_ 50 25 Oil I I I I 11 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 I I 1 0 750 1500 2250 3000 3750 gpm Created with the free hydrant flow test program from www.igneusinc.com APPENDIX D—SMALL PARCEL STORM WATER PLAN JULY 2011 City of Anacortes Public Works Department\Building Department Small Parcel Storm Water Plan Section 13.36.100 Chapter 13.36 Drainage Requirements and Regulations 4orle Sec, ( ba r Project Name:�`- �L. ro Sy � Iti �� Owner: (Name, Address and Phonp) dr`-e a-c)p ' .,, -it Site Address: 3V-0 west S- Parcel I Number: 8 ' 1 Sec.93 Twn 35 Rng DI , W.M. Prepared By: (Name, Firm, Address, Phone) The Small Parcel Storm Water Plan needs to be submitted with the Building permit. To assist City Staff in reviewing your plans, please include any notes or comments you may have regarding individual requirements as they may pertain to this development. APPENDIX D: SD-02 APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 Guidance for Developments subject to Small Parcel Storm Water Plan (Do not include with submittal) A. Development Subject to Small Parcel Requirements. Each of the following new types of developments shall control erosion and sediment transport during construction, and permanently stabilize soil exposed during construction in accordance with the requirements of this section: 1. Individual, detached, single-family residences and duplexes; 2. Creation or addition of more than one thousand and less than five thousand square feet of impervious area; 3. Grading, clearing or land-disturbing activities of more than one thousand square feet and less than one acre. B. Plans for such development shall include a site plan and a small parcel storm water plan (SPSP). Based upon the review of the small parcel storm water plan, a determination will be made as to whether or not further drainage plans or information are needed. C. Site Plan. The site plan shall indicate the character of the existing site, topography, natural drainage features on or adjacent to the site, the location and dimensions of all existing and proposed impervious surfaces, flow arrows indicating the direction of storm water flows on-site, and any off-site flows entering the site, the proposed method of utilizing the existing drainage system, the temporary erosion/sedimentation control plan and the permanent soil stabilization measures to be employed. D. Services of Professional Engineer. If the parcel contains or is adjacent to either a floodplain, a stream, a lake, a closed depression, a wetland, or an erosion or landslide hazard area (as indicated by land slopes and general 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. F. Small Parcel Storm water Plan (SPSP). in addition to meeting the requirements of Section 13.36.070, General design and construction 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: Single Family and Duplex Public Works Submittal Requirements APPENDIX D—SMALL PARCEL STORM WATER PLAN JULY 2011 I PS[r t\k3. 1 -- Construction Access Route. a. Construction vehicle access shall be limited to one route, unless approved by the official. h (' -vt c cm mil.- r-a kt cG t S luatc- 9-vi c -e P l eco S f�a { o14.Lt j ACC. -� _ I b. A gravel construction road shall be installed which will remove as much mud and dirt from the vehicles as possible prior to entering the public roadway. The effectiveness and efficiency of the removal shall be to the satisfaction of the official. to d_e p.%L, — u CXUBtit e rD de,--to i-e. ix( c .s-f-rt a2 -F tr-P .( 12a 1(r ue.w pet.v-i ) /PG Gor,P.t!artc-e, tt/ c. If conditions are such that an insufficient amount of material is removed from the tires by contact with the aggregate, the tires shall be washed prior to entering the public right-of-way. The water from this process shall be directed to a sedimentation pond or other appropriate sediment-trapping BMP for treatment prior to release to the public storm water system. d. The entrance shall be maintained in a condition that shall prevent the tracking or flow of mud onto the public right-of-way. Periodic maintenance of the entrance, including the removal and replacement of aggregate, and cleaning and/or repair of sediment-trapping devices shall be performed as conditions dictate or as directed by the official. fYa.,4-+l4 /FAAc.-0 pull( b fad-frwteek aC'e ree C7e LA) Cr> 3_4- 4 cL_e ' S'r c -C2-f-b, vv a turf-ekka4v.:_Pam. e. Sediment tracked onto the public roadways shall be cleaned on at least a daily basis. i'11 `� ei i 4--t l i a d C % ..l ram.,tee4, vt eeee-eee Q►kt (1 t 13.4 APPENDIX D: SD-O2 APPENDIX B — SINGLE FAMILY AND DUPLEXES JULY 2011 2. SPSP No. 2 --Stabilization of Denuded Areas.All exposed soils shall be prevented from moving off-site or into natural or artificial drainage systems through suitable application of BMP's, including but not limited to sod or other vegetation, plastic covering, mulching, or application of ground base on areas to be paved. -(Alm-C r c_3z 2-h es 40 toe.. tee luc 1.i 1.1.+4.4-,'I cal-t-uv. '.�Q'-14-, n ,�C tve.-f--st.÷ 9(Li s 12e. �►4A-t4 s #uC fop -110 0.e, ceu��� e � _ 3. SPSP No. 3 --Protection of Adjacent Properties. Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a combination of these measures and other appropriate BMP's. giI f- CI►u -f r ke. Am.-14-411d 6111 dip t.wi sLc p c, cat, of , a. Surrounding properties shall be protected from storm water runoff from the development_ This shall be accomplished by constructing private drain lines on the perimeter of the development and discharging the storm runoff into a public storm sewer system. Open space tracts and buffers shall not be used for this purpose, unless otherwise approved. Private drain lines . shall be contained in private drainage easements with appropriate statements placed on approving documents. � a-v►�n crrc�tc j it r�,1� Uu-t/4 C-t)Yr ki pi' Lcr- s- v,v) c w, av b. Drainage conveyance shall be provided to all impervious areas of the development_ Each lot or other developed area shall be provided with direct connection to the main public storm water conveyance system; sidewalk drains will only be allowed with approval of the official. Adequate provisions, to the satisfaction of the official, must be provided for directing storm water runoff away from all neighboring lots. This may be accomplished by providing private drainage easements on common lot lines and/or construction of drainage swales, curtain drains or perforated pipe and connecting to the puOlic storm conveyance system. ,S- wit �i kd t,-i z p moo -7g �.s r .ice��r Single Family and Duplex Public Works Submittal Requirements APPENDIX B -SINGLE FAMILY AND DUPLEXES JULY 2011 c. Verification shall be provided to the city engineer that the as-built detention/retention facility is in compliance with the project requirements. f vc� A a,r ►-� �� �� cfi 0) L( 6�c ( ��f-- ey_-,a_ , t&4A A-r` 1- spP_r a a I fze{ce_4ir pJ • c.�,. • d. All site-generated storm runoff shall be directly conveyed to a public storm conveyance system, unless otherwise approved by the official. Easements and/or hold-harmless agreements shall be obtained from affected property owners to allow passage of all site-generated storm runoff that is not directly conveyed to a contiguous public storm conveyance system. 74c feAelit A-rve c,{- - ,QF4 -r-r. .,tt,_ s-i— - p v -141 - e. Adjacent properties shall be protected from sediment deposition by appropriate BMP's including, but not limited to, vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a combination of these and other appropriate measures. S/f-&i4 U 4.1 1 yu i, ex 4-P 0 -s-/r e o vs i. -F— ., e"-- to/iL) id ''�it.ft7E�G r! 4.,,e T.e rye'y e4.1 S. 4. SPSP No, 4--Maintenance. All erosion and sediment control BMP's shall be inspected and maintained regularly by the developer to ensure continued performance of their intended function. .( iJ f- cat i -v (vim .{�S U i-eve i i7 i--o p c?..etti icr.vi4 Cif, i'c,r r '�rv,.z . o--tiectiejt 5. SPSP No. 5 --Other BMP's. Other appropriate BMP's to mitigate the effects of increased runoff or inadequacy of already installed BMP's shall be applied as required or ordered by the official. t)lam. 6. SPSP No. 6--Financial Liability. Performance bonding, or other appropriate instruments, may be required for all projects to ensure compliance with the approved small parcel storm water plan. (Ord. 2441 § 10, 1997) ote- Single Family and Duplex Public Works Submittal Requirements `fl ApI .17-1• ` _V iv (% kL ° 1 1 1 ,\ \ '\ , / \ \ 11 \ \\ A- 7 ���--- - /r <.- t ' 1 \t 1 -7 \ 7 ��•''. 7 3' �.�'' l� 1 \ ,\ 1 a \ 10U. \\ - 1\\Ita. 0 ...-•*"." 131Y5 04,9„..,00. 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CO k OLIO . .. 1111.70 1 1 1 \ t \ _ ..• •••••...............w,#v32...6.z.,-o--cr,,ie/4•0-.e" 7 -1608 ,.„ ',.:609 i ,. \ \ ( /NV.43.1 `1 \\ 1 \1 11\ \11 ' ,5 _..�'' 0 . 7 ® tCAo .,v 25'R @ F.O.G. 1 \ \ t G . \ \ 1 11\\ t _.1` '� as v p 0 w ' �-- ``' _ •-�i r \ to Apr 7 6 #801 �� �� 1 � 1\1 \\ G� J ' �, Y��' / i 100 PSI z�,0�� '' ##37 ' N. \ \ \ „. / ,4k. 0 :,- 60 \ \ \ ®a- - IblL \ / .. \ % ` f - I-— 09, #421 a\ \ \ \ ' r- \ , . 6.7 P • \ - \ V. \ .l J '` max �( 7 . \\.\•',‘‘\..\,t..a \ 7 '',' / � / , \ 4.,. °-.'g.I'a-/-e_-‘.-.\•-\'-6 0',..:0.--t.,-,s.:,,-•7-••-.c-‘-\..\'\•\ : \A'. 7 x . '*I+ •`%ter a , .,,, ,•.,..� • 0-1 .N-,ter- / ,. - ,\ "O'.\ ,. '\ I _ \ . .. , ,, „. .._. . ..„.. \ • , ._.-\- - , ..,.., . - ,.- :ite'r,,t•C \ ) ,. .. . - ,,,,‘‘, „. .,.., 5 \ \' \ \ a \ ' \ \ \ =a A 35'R \\I\I\ \• \ ” 1 �s , \ J N ,i'"` PAVED \\ 0 \\ k\ 0 ��� \JCSS _,-'+4. �' r " " '�`0 to• ,;i.., 2 DRIVE •\. ..--- • \ ‘ ' 0).')\ ,s‘ --\-: \ 0 \1 \ 1 \\ '• LU G ill -25'R @ F.1 0 ". - :ft'. _ \ \ \ ;s. 58, \\ \ i ` 1`3 \` ; \\ 2' \\_ 25''.@ F.O.G. i , —.. .117 5 • \ti ; \ , \ \ \ NV.11.0 % o \ \ \ 13110 \\ \\ \_ #32.6- ��y'< ,a 3248 \\ \+ \ \� \\ \.. ,. ,y"-" 7 • V-1608 , 4.609 ;t \ \ \ j. . - -�/ nn ii, 25'R @ F.O.G. ` \\ \\ \\ \_..-' -per.-'�-e •,, .\IG 7 O� \N x-..-tL _ • -f� \ \ '� t 7 / -`�- '� 100 PSI # ► 2 CP( ,z �\ , \ 32f 0 y "��.• INV. 5 r 134:11. 5-.1'.1 \ \ , ••• 0 .- ---. y A \ 1-1 �25 \k4 Ni 1 e--4 f' -S, ‘11 1-1 PNA2'. i3L-0(,..r.__ 127o2, I 2nd & MINNESOTA BOUNDARY LINE ADJUSTMENT AUDTTDRS C. �FICATE_ EN THE S.W. 1/4, SEC. 23, TWP 35 N., RNG 1 E., W.M. REM O OF SURVEY AT T1-lipi3E II.BALE K. HERRISSTAD CITY OF ANACORTES, WASHINGTCN 1001'jV�!{4.I1I11i1''i1'fi;. 201 : 5 0058 Sk .Audu ` - - - - - - - - -—e'——�� - �,- 21?36�AM T. N 69'42'27' E 379.92' — = j ��N 69.42'27' E 379,52' N 69.42'27' E 379.93' � '` a 0� AVENUE 5 I um z e = AM IT DEPUTY AUDITOR 10 9 8 7 6 5 4 ' 3 2 1 40 I aI �� +' i I as �_ iUND MONUMENT IN CASE WITH COVER on March 12 2016 I iON. NN )4.3.YBASISUND PK NAIL AT OF BEARINGS: Center of Oakes Avenue ROS BLOCK 1302 • I 1 '� '''# #20051101011 S. m 9- 5. EQUIPMENT USED: CR2 2'TOTAL STATION. I I to v . 5. ERROR OF CLOSURE MEE75 WASH)NGTON STATE SURVEY STANDARDS. 01 I I I m I -a^ - 3 � �_-_)` 7_ SURVEY METHOD: STANDARD FIELD TRAVERSE c 3 F �• _". - 8. THIS BOUNDARY SURVEY AND ALL OLDIES WERE NOT INVESTIGATED. �' S I 3 w _-J--_J—___I _I_ -_-1__-_L--- it kJ . = --' ',4- • w Q N 69.42'32' E 299.92' m 1-4 o g 74.98' j 74.98'j # 74.98' T ♦ 74.98' c ill p4106. ° Z 10 9 8 1 7 I 6 5 4 B 2 1 z z m 1 _- \ - GENERAL INFORMATION "m 6, a, I R L e - = 1. This Boundary Line Adjustment is far the purpose of iden6Tying 4 ' BLOCK 13II3 = s P GIRC parcels from mA110 citiT labs Ela in Block 1303 of the "NORTHERN TO ; LOT D LOT C > LOT B } LOT A E � 2. Assessors Ascaunt No. P56201, 3sa9-303-01a-0102 Doi 7,497 SF . 7,497 SF 7,497 SF ;,. 7,497 SF o `, N ate. - 3. Land Description inf....atan is from the Pest American late . I % le 4V s - Insurance Company, order Na A110650 dated December Zt, 2015. N w ty 4. Zoning: (R2) Residential Low aenoty z z z g l Y 5. Water S City A An cart ?I= 6. SewerO' of Cityof acort . es o ea 7. Storm Sewer. City of Anacartes. ♦ 74.98' -• 74.98' 74.98' j• 4 74.984 I z 6. This is a boundary survey only. Nat oil vilifies were investigated. .4, • - a 1.-YATVDEETERS Cuillrgsle -q., 4 PROPERTY AREA BEFORE BLA 35,146 SF (0.81 ACRES) N. - - - - s a vmx S.rvc J. - �-� .� -."- N l s- - ADDRESSES: 69.42'3e' E 379.92Ex __� _ - A 3802 W 2ND AVENUE Ill x 2I/D saw 1 s� N 69.42'as' E 79.84' LOT B 3806 W DID AVENUE ,e" a SECTEiN TIE SEE LOT C 3812 W 2ND AVENUE Y5 s , ? j LOT B 3816 W 2ND AVENUE ROS AF #200605030185 S . 7 { • 10 9 B7..'7 4CS 7 I' = % & i 4 t IR 3 2 1 II % N a • to 1 i ,,,,,- f I I ..„4,-,.,.„-z Ix --,, -01-Pri-iRrimrPri, • tits. I i i ' s 21f3 t ill MA?3 0 I, g 9 X � _ , - " SECTION 23, TOWNSHIP 35 N., I PROPERTY OWNERS GRAPHIC SC AT F'1. RNG. 1 EAST, W.M. Keystone Property CITY OF ANACORTES, ' 1 0 2D 40 80 160 Services, LLC SKAGII COUNTY, WASHINGTON. g 915 4th Street ravv •a. ( IN ) Anacortes, WA 98221 BLA-2O16- (jo 2 F . _— - -; `- 11 = 40 ft. 4 N. ' SURVEYOR'S CERTIFICATE BOUNDARY LINE ADJUSTMENT ��R« THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY HT'RRIGSTAD FOR ` � VE'rgRx aF *��� 00REi7lON IN CONFORMANCE WITH THE REQUIREhIENIS OF 1HE SURVEY r _. L K. RIGSTAD P.L.S. KEYSTONE PROPERTY SERVICES L1C ' r► = RECORDING ACT AT THE REQUEST OF KRIS YAUN IN 2016. ENGINEERING AND SURVEYING 4OF WHISTLE LAKE ROAD EI.H RTES WA 98221 432D WAISTLE TART ROAD, ANACflRT`ES WA SCALE DATE Doe Na. _ - DALE K HERRICSTAD. P.L_5. t' 0' March 2016 2D16-13 ' �-299-8804 '41 7,pP Certificate No. 2780 PHONE (360) 299-8804 = Date kg' I7, 7�D 1 DRAWN sY; c>irw BY: SHEET: OF: DALE H. DKH 1 2 1irr SHEARWALL SCHEDULE 1� :A.'" �`y/Mark # Sheathig Nailing Noles T. IJ n LU S @ 7118'Structural Grade II OSB 1 FACE Btl Common or 10d Box Q 6' 1. 2, 6, 9 '° `� '�` Jed design or Structural Grade II COX plywood o,c panel edges 12'o.c. field • O 7/16'Suuctufal Grada II OSB I FACE 8d Common or 104 Box Q 4' 2, 3, 6, 9 or Structural Grade II CDX plywood o.c.panel edges, l2'o.c. field ` A % - - � R . . ..... .. . b m -�r r r r r r ow DIN. VUHLAY puraurel Grotto II OSB I FACE - _ _- Ss.-,F. s e r w . � � .= (300) 902.0535 O 7116'S8d Common or 10d Box Q r 2 3 7, g % -- . - - - --1.. -:,-► .FHOJDOESIGNDRAFTING CON nr Struckural Gable II COX plywood o.c.panel odgos, 1Y o.c. frold O :)"G / _ . Is -6 3:co. I - -_ -_ - orr's uctural Grade IIICOX pl ( FACE at.panmodges. 1 'n Or 10d oxQY 2,14,8 B / I FLOOR PLAN NOTES pywood a a arlol a os. 12'o.e,field 7118'Structural Grade II OSB 2 FACE 8d Common or 1Od Box Q 4' I • WRITTEN able 5:Ot4S TAKE PRECEDENCE OVER ar Strudural Grade II CDX plywood a,c, panel edges. 12'o,r,,fieltl 5'9' 4.-9' S' 3" 3'-3' 3'-6' I 1 9'•b' 3-5' 3.-3' SCALE 10N5 iN THE rt0 2,3.4, 8, 9 SCALED Gn•DiSct4s. VERIFY ALL DIMENSIONS Ale / .f- /- - /.---. /. / -___. . - _ _ © 71 t6' Structural Grade II OSB 2 FACE 8d C.amnwn or lod Box @ 3' 2 3 4 8, 9 i t CCNF2M ALL DOOR. W:DCW. CLOSED, AND ANT or Structural Grade II CDX plywood o c.panel edges. 12'o.c. field E j_g• OTHER ROIGH GPENNG SIZES WITH OUHER/ O 7f16'SWtluml Grade II OSB 2 FACE � !!non or tOd Box Q 2' ! ki I /1_ --- I CONTRACTOR PRIOR TO WALL CONSTRUCTION! or SlNdural Grade II COX plywood o,c panel edges. 12'on field 2, 3,4, 0, 9 f I , • ALL WBSIJR IN CONTACT J.9TH CONCRETE MUST BE .\ 1__ PRE85URF. TREATED MATERNAL USE CORROSION _ _ _ ._ I _ _ __ - _ __ RESISTANT FASTENERS uIHEN.W CONTACT @k1H ��T A SHEARWALL NOTES: P 1 PRE9eI;RE TREATED LUMBER. • ALL EXTERIOR WALLS TO BE FRAMED RN 7 Y is (_.__. i ' STUDS AT IC O.G. AND SHEATHED EDP MC 035 L ALL EXTERIORWALLS TO BE TYPE O U N.O. I I 2. BLOCK ALL PANEL EDGES PLTWOCP OR BETTER WITH 15e BJ_D(iJC. PAPER. --I- - DECK - ALL INTERIOR GALS TO SE FRAMED WTH 2 X 4 3. PROVIDE NOMINAL 3x FRAMING AT ABUTTING NIL EDGES RECEIVING EDGE NAILING It: I i • STVAS AT le e.G AND SHEATH'E7 WTT/ }I2• GYPSUM 1? W .B ALOARD U:iE59 NOTED OTHERWE5E 4.PROVIDE 3x SILL PLATE .� Fr, . •- OOVERED - - -j TP S. OFFSET PANEL EDGES I - - - • ALL GLASS TO +NAVE LOW E (D.43) 3LALNG. GLAZVG B.PROVIDE 1r2'A.D, Q 48'O.C,W 1f4'x 3'x r PLATE WASHERS.OR(2) 16d @ 8'O.C_ ; I x4 HAZARDOUS LOGA1u:N9 10 BE TEMPERED PER 7 PROVIDE Mr AO. Q 24-0 C.W 1/4'x 3'x 3'PLATE WASHERS I ) :RC SECTIC!% R309. SEE R30S.4 FOR DEFINTTON OF 0 PROVIDE 1/7-AM. @ 12'O.0 W 1/4'x 3'x 3 PLATE WASHERS_ I 1 . O HAZARDOUS AREAS I - • PROVIDE 9MCICE DE.'.EGTOR9 ON OR NEAR THE 9 STUDS SHALL DE SPACED NOT MORE THAN 16'O C. , - 0 ® CEAJNG OF EACH FLOOR. 1N ALL BEDROOMS, AND - - -� -\ - _ f O 30i L FIG 3065 FIG 12De0 DBL BL OR1 3D66 PIC 3066 PG p� HOLD DOWNS -- TO OUTSIDE EACH 9EECTRRIC5ioKE DETECTORS TO ':Q6 it _-- r�3[r:%- -:;.---• } Ia''+[1f�7 i TO 9E 2i-RED TO THE ELECTRICAL ST9;EH WIiH Marko Type a DECK O m (- - rf 'd I BATTERY BACKVF (IRO R3rt1 I R3177). Ili !I ' 1• • BEDROOMS TO HAVE AT LEAST CNE WINDOW MEETING o Simpson MSTC52 - FLOOR TO FLOOR 4� SAFETY GLASS ^ 0 , I P THE FOLLOWING COI}D+t:CH9+ WINDOW Safi TO SE (44) IO b63b DBE .^SMT } i \ aTI-4 4e' OF FN5HED FI.00Ft VTR A NET CLEAR ® 1 coven? *AF'c Tr GL.A55 \ 3.3>S --_T--_- t¢, _______\.. a OPENNG OF S1 SO. FT MN THE OPENNG TO HAVE 4� Simpson MST48 between floors 's I G .. , I P ! 3050 PO 30:0 P'<. -_. �\ �;5 , /` � \ MN CLEAR OPENNCa HF.'GNT ¢ 74' AND uxDTH OF 4C, Simpson HDU2- SOS2.5 WI SSTB20 & (2) STUDS we. --_ _ _ -- Q" 308D 1 -� D I 7e' URc SECTION c3:oL CC P yc I TUB ! ,T. ^ DINING i a Y. OR STHOtORJ EGRE9 } 1LS. SHOWER AREAS TO BE F9.9HED UFTH A 9HOOTH, o 'Ai - 41 "€ i i I HARD 1 NO`i•ASSORSENT MATERIAL TO MN. T2- W Simpson HODS• SDS2.5 WI SST824 & (2) STUDS �\ ,. - 3 n ; ABOVE DRAIN ndET TF+S MATERIAL TO BE T \11 .- �c LIVING ROOM 1 OR STHD 14RJ M ; 7 r, i 449TAL ED OVER WATER RE9 5TANT PLASTER 4® Simpson HDU8- SDS25 WI SSTB28 & 4x6 POST - - - - 4 ( a x ' MASTER + 4'-4 914 2-4' y-6' _ \ _ • BoaRD. /,."� I d • LIMIT WATER FLOW et SHOWERS TO (3) G. 4 /(t `� �; } BATH ' w / X „ I O MEETS TO BE LOCATED IN AREA WTH MN 30"w1511 V 4O Simpson HDU14• SDS2.5 WI SB1x30 S6x6 POST I A - _ b �IIT, i •O © • I } }' CLEARANCE co TOTAL Cc F.NSHE GRCtJT OGE, AND H4vE i`• -' CLEARANCE OF MIN 21' IN FRONT OF TOILET TOILETS I- O Simpson MSTC72 i 'Y O •-a -'•E-- Ye"•^"^'�'^`� :-- \ !';' 1 ?: r0 BE UNITED tO La GALLONS PER FLUSH x ci r_ - 7 r-• ! I MASTER ` EX / �- DIRECT-VENT .+'?r 1 /- •I : Q Ex - _. t; PRtNDE ATTIC ACCESS WTH REMOVADLE PANEL Simpson HDU11 - SDS2,5 W! SB1x30 &6x6 POST -41 I - BEDROOM \E '� � ag T GAS F REPLACE ' `.,;r ® Y I F i• ;0 I 7/T:< HN 22' X 30' OPENHS AND 30' •i Simpson STHDI4RJ € I ) V !) ' I DU } I i UNOBSTRUCTED HEAD ROOM PRAME WITH 7 X !2 A 10 Simpson STHD14 "a ® W € ^` J �l % \ . E j �'' •- a I PROP OE EXHAUST FAN IN KItc EN AT Mitt IeG GFM ` I 1 ' O AND BaTH.QOGF".9 AT HN 9D GFM ALL FANS AND i Z L ! . \ n • f i ,- �FR DRIER EXHAUST TO BE VENTED TO OUTSIDE OF Simpson EP886 0 Ij ;,. p ! ,:_,.r. .s L .� j 1 REs!D NO_ Q rrr.V'» 2bbS -.tea w ' : A - - -- -_ ' �`„' KITCHEN I • PROVIDE I^NR F+RE•RE_19TIVE CCN5i 519' TYPE 'Y.' o i'l ill Simpson EP666PHDG I .•, !• lr I I I GWB GN GARAGE SIDE 70 ROOF SHEAT.iING FOR n A 3=7' S'-10@12' j•p' fly • ,.: /• - - �- • GARAGE FRe SEPARAT`.ON 0RC R709.2L i 'i r O 6, pH ell' __ 5=T' 4'-B' (A 1 c' .,, •r • •1 rfc , x . :. \ N /(T - At 1 �rj `y i • DOOR BETwEE.N HtJU6E AND GARAGE TO BE 1.42- V 2 m 3 .-_..._._._.�.__..... .�, f •„ •. I i + # r TwGK SOLID CORE. 20•MN 6ELF•CLOe1NG I- •. __ -. 'n 4O I Tess BARN OR '''-�._ ! + % 1, _ n+ 1) Stronger hold downs can be used in lieu of these. ; 4 • rRE-RATED no:rx W rr -l + :r i PRONDE FiRESTOP9 AT ALL APPUCapiE ,� `' I f-- 2) See Simpson Wood Construction Connectors book for proper Installation. © 7 I1 s 1 REF - - -�_ ! M LOCATIONS, WCLUDING HOLES AND ANT OPEN AREAS. 7_ H wt x.. - i [ IND I .I _ ' If • Al ELEMENTS AND SWITCHES FOR FURNACE AND 3) 3x sill requires "SSTBL' hold downs where "SSTB" are tabled above } r ®' STACK . MASTER ,.,,r ,. , �;. e = u ^ • 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD 0 ^ Y / ;;•':' e d S•a}a r4 < \ g mar_R NEATeR TO BE t r' M N Aaov£ SLAB. di i71 41. LU ` WITH ALLTHREAD AND COUPLER. % CLOSET .I ANTRY` / + � �# -'+- N • ALL SEAMS f HEADERS TO BE 4 X e DR e2 1.1140 - •_ a a ' c.r.•A •t.�hel. '1. o.4,rp 4. •.JLN II \ ..-, \\ y COATS _.i (~) r f T W v •• ' �2) - J it I __ r w 9: O11 B or. :p \, Ad WAG C'EA9E 4© /, �-' \ 2ab%w _..... a.. r m I o xi s r 1,4 co IF NE=DED .m y:nwv, aYq�xnow+eus•a•y / I 1 rc 4. Y '' d \ 9r. 0 �` i ri \Isar • I � ; STAIR NOTES a Z " " t ' y 4 if • I • STAIRS TO BE FRAMED WTH MN. (3) 2 X l2 OQ "I ,V / p 3 t :+:,.Q1�� ! - T, 9TRNIGER9, ONE AT EACH ODE AND �7E A7 CENTER St- 'T Q© y PROVDE RRE BL0CKUNG BETWEETI 6TRNGER* AT I sI -�_ , [HALF-WALL CR RAILING III `,sD - ' W c Tot', MIDDLE AND DOTTOI. ARP OETWEErt STUDS - J _ Roo t s.BLF i !- I -- \\` ' 7 = a O .i ALONG THE RIA•1 OF 7%+E STARS STEPS .19 NEEDED -�• I i g; _ Sees BYPASS MNlLtt HEADROOM CLEARANCE TO SE 6•-9 © i IA Y (wF 2F6B ra• +++a ••J \. VERTICALLY ABOVE TREAD N08NG TO NEAREST SELF•CLOSING 201•/N r 3 , r IA V` ENTRY 4r .;SD / eJEG7 A CVE. 4 RATED DOOR I V' / • StAIR9 TO HAVE MAX. RISE OF 1-314' AND MR R1.N + � 1 MUD ' _ ..... . . . _ _ / OF 1C ars NO5'No oa is to 1. it NO RSER TO BE I -A + Hi-0 if2' I - : ' • • 'f r LESS THAN 44. O!mEN91GN8 BETI'JEEN SSE AND RUN I "� ,' i { I i 3'^S 1r2- 2'-s 1!1' :=-I3' ARE Not t0 vl.R1' MORE THAN 3re'• i 1 / I Z'' \ i V ! X, --- - • ENCLOSED USABLE SPACE UDDER StdR9 TO BE -7 / 17 'e� I I•HR FIRE-RESISTIVE CONMT 5#a' TYPE 'x' GW5. 1.BENGI a f ! BEDROOM 2 'a • STAIRWAYS .pries 4 OR MORE RISER'S TO HAVE AT 5 r if. O LEAST GNE GONTIFYJr HANDRAIL AT 34' - 38' i i © ) lxy'w t _ 4 •lyd5i':'`T,'.:::,•:>.• 30*0 ,� ABOVE TREAD NOSING WIT:! ENDS RETURNED TO 626 _ - -- ii,, TERMNATE INTO WALL DR NEaEL POST /� /.Tt boo PIG /? Fr . HdNDRAF_9 FO HA'/E GR'Q POR11,7N NOT LESS THAN ax \ �/ tL/ � I-the OR. MORE THAN 7' rN CROSS SECTIONAL 4 Q C { ® ®• I DiMENSO4 WTH 11/2' BETUEEN WALL AND HANDRAIL .Weirl . + EGRESS EGRESS i // cOvERED R PROS ORCH - - F`4 k.• .. -' .. .. \ i o Jj GUARDRAIL NOTES O �+ ',q ! ALL Is�EXGL05'cD FLOORS, L4Ndh'G9, BALCCNES CR � II e I PCRG•.?5 THAT ARE ML'.2E THAN 3D' ABOVE 1 ,� O ` / i © 3 LL GRADE OR FLOOR BELOW SHALL BE PROTECTED :Sr A GUARDRAIL TWAT 19 rvN. HE!G4T OF 38 . , ..,k__. \ \ _ _ _ _ - - -\- t.. . • OP-34 GUARORA'•A WALL. N4v5 memmEDW7E RAILS o ® Ib' W X S' H OH DOOR ® CCsbcFETE 91 EF5 -.1 1 S104 THAT A 4 DIA SPHERE CANNOT PAS* TNROlKa4 AT ANY POINT F- a Z T\'r^iT > C� s i • GUARDR4LS SHALL BE ATTACHED TO THE A 33 • STRICTURE IN SOON A MANNER TO WITHSTAND 4 W O` G' 3" u' 9 4.-7 1/2' T-1 e' -9 Iii' I 4{D tn. 1 3'-!" 4'-ID rf2' n - / .1- ;/ SVGLE GGNO£14e RATED WAD OF 700 L85. APPLIED w ® • _ 1.-0 _ R WANT DIRECTION AT ANY PaNi ALONG THE TOF'. o -O !/2 13'- !12' I a- 221-0' 7i-o' I 13-0' T / DRAWN OY sr.'-O' SCALE. - - X. - - - JD JOB' . . . .• .. - -. • .. ODATE •,i. .V•. 0.t REVISIONS i'- �� MAIN FLOOR PLAN \NORTH SCALF. Inc : I 41' `•ti_,/ A3 . 1 SHEET S OF a N 1 SHEARWALL SCHEDULE '` • Merit Sheathing rearing Noes O 7lI6'Structural Grade 11 OSB 1 FACE 8d Common or tOd Box @ 6' 1, 2. 6. 9 orShooterel Grade 11 CDX plywood o,c. panel edges, 12'oA.field • © 7116'Slnrdural Grado II OSB 1 FACE Bd Common or 10d Box @ 4• 2, 3, 6 g - 2 j d design or Salmi Grade 6 COX plywood o,C. panel edges, 12'o.o fiord AUG 2 © 7716-Slruclural Grade II OSB I FACE 8d Common or IOd Box @ 3• 2, 3 7. S • or Structural Grade It CDX plywood o,c. panel odgos, 12'o.c. fold JIM DUNLAP 4 7716' Structural ` 11ctural Grado II OSB 1 FACE 6d Commonor led Box@ 2' 2. 3. 4, 8. 9 S It IS JIMGJDDESICNDRAFTING Com or Semolina!Grado 11 CDX plywood o,c, panel edges, 12"o.c.ES (SSD) 982-0535 © 77161or StructuralGrdeIIC Xpl plywood 6dCanelgsIrox@4 A ENERGY CODE NOTES & ucturaI Grade II 84cownontedges,0d Box 4' 2, 3. J, 8. 0 _ L. c -'e,• � ,�e,,l �lr!!!l���'�'. ................... ... 'x'e�� - - - ENE O 7/16'Structural Grado II OSB 2 FACE 8d Common or 10d Box 3' 7f- 11'"e. 52 "O• CONTRACTCM FO AD17.AUCT:ONAL rKAFYNG CR 6 or Structural Grade II COX I @ 2, 3. u, 8. 9 / _ _ _ _ ____ __ �, - _ -_ _- _ _I _ __ _- ._ J, p ywood O c. panel edges T2'O.C. field j" BLOC4VG AA RECURS° TO FEET CURRENT ENERGY R O 7116' Slnlchual Glade 11 OSB 2 FACE 8d Common or 1Od Box @ 2' 2, J. a, 8, 9 J.- - •---•--� 3,•• }' •-. . b . -- / - .--- / . ; e .--- / / f /• - - :' • A!R LEAKAGE SOLE Fil.TE IS TO SE CAUUCEO OR or Structural Grado II COX plywood o.c.panel edges. 12'o.c, field I {{I GL-JED To FLOOR REM JOIST BETWEEN STORIES TO BE 2-SI 3'-9- I CAIUCED;9EALED ALL NOLEB iN BuLENG E1.'lcLOPE il / er / l ox-,........•-1 ARE TO eE CALLKEDl9EALED INClU01NG BUT Not SHEARWALL NOTES: I I LW&ED TO ELEC RIG:lc PLUF9!1G { HYAC E A PENESRATIGTJ9. OUTL , S2flCH BOKFS AND LIFT A 1.ALL EXTERIOR WALLS TO BE TYPE O U.N O. RECESSED FrxtvRES EXTERORWALLSoRC6LNCSS2, BLOCK ALL PANEL EDGES li _ ARE i0BECAI,Lr.£OEALED uE:H APPROVED _ 3.PROVIDE NOMINAL 3x FRAMING AT ABUTTING PNL EDGES RECEIVING EDGE NAILING .- -• - I I E I - - . . RECESSED LGUTO ARE TO SEstC.CERA RATED, AIR TIGHT 4. PROVIDE 3x SILL PLATE A. - - - - - - - - ' _ _ _ . . __ _ _ - - - ® _ _ = y _ ©_ _ I•-• - .,,, _ __ E \ SEALED !O 9URR01A:RNG GWB. RQJGH OPEri-VG 5. OFFSET PANEL EDGES { ARO24D ALL LL'J�LOt3 I DOORS TO BE 6. PROVIDE'UrA.B. @ 4B'O,C. W 1/4"x 3'z 3' PLATE WASHERS,OR(2) 16d @ r O.C- _ t SEALEDICALVCED 7 PROVIDE 1/2'A.B.a 24'O.C.W 114'x 3'x 3'PLATE WASHERS. 1 I ALL CEILING EXHAUST FAN OUCI:.NG TO BE INSULATED ,D PROVIDE 112'A. 12'O,C W Ur 3'x 3'PLATE WASHERS. <, AS PER CODE, TO HAVE AS FEW B_tYOS A5 POSSIBLE Aso TO TERNATE AT THE EXTERIOR OF THE Sancta.Sancta.9.STUDS SHALL BEE SPACED NOT MORE THAN 16 O.C. 1 ii HOLD DOWNS C I • IN4.-LATICH TO n'1 ALL EXTERIOR WALL, CAVITE& DO i a I NOT COMPRESS CUT TO FIT AP""U•t, WIRES, PIPES { Mark q Typo F I I 'a' OUTLET BOXES. q C G`JGT9 J•LMTAILED OUTSIDE THE HEATED �l 1 Simpson MSTG62 - FLOOR TO FLOOR i 4) 0 O O Au. HVA HABITABLE SPACE TO HAVE SEALED JO:14T8, CORNERS I 4 BOOTS, AND 'BLL1rED IN ACCORDANCE ssETH WSEC ILI ® Simpson MST40 between floors _ _ - - - - ,. . . . _.. -_. ..., •.. _ _ ._ _, _ _ _ _ -_ _ - _ _ _ - - - 2012 EDITION SPECIFICATIONS ( WSEC Z0 7`l L • 's - " - " . . - k I •/�\ . A Ot E PERK OR LESS `VAPOR RETARDER GE KRAFT AC, I � I Q -- ® - -' Q 3046!P_ Web PIC bOSe SL DR 70bajP1C `[ ) 3044 Pie PAPER, PVA PANT, ETC.)IS TO BE INStALLEO 0,,J THE Simpson HDU2- SDS2 5 W/ SSTB20 & (2) STUDS --", - O �© ! OR STHDIORJ '.: • . •- . •`in71 crc�i_"-^_,;.;OI - J . . Jr- t+ �`._.._ ,_4•,..,•:1-nr e;� WARM SIDE OF ALL MBULATIOK I` I I ! j SAFETY •r i ALL RECESSED UGHT FrxTURES 'N THE THERMAL 4O Simpson HDUS- SDS2.5 WI SSTB24 & (2) STUDS ' l. ® 6010 ;L I E GLASS © F OR STHDI4RJ ! , -� E _ SO LABELED, TO BE CERf:FLD TKVDER ASTM E•Jb3 AND CC sz-r.g;y:1 _ _ ___p ..:-•:. •r> +• > SO LABELED, OR SEALFO AROUND THE ExTERoOR N AUi 4© Simpson HDUti- SDS2.5 W/ SSTB28 &4x6 POST -� I t� 6040 sL `, _ EGRESS •••• n ' APPR,'hED MA1st E4 i 0 gE AfR TIGILT.�` 4y f a . ti ! . ALL WATER PIPES IN UNI=_ATED SPACES TO 9E B O Simpson HDU14- SDS2:5 WI SBi x30.$ 6x6 POST I' j lr EGRESS - INSSATED IN ACCORDANCE WITH WSEC 701J. A� I a i_ EXTEFXOR DOORS TO BE AP i)STED 90 O Simpson MSTC72 I 5 � craw F. WEATHER-sT1�PFING, MIRES-OLD,D, ¢ DOOR SWEEP ARE Q i Y • J t I z a wcca aJC. PROPERLY 11 SEAL WELL �✓i' 40 Simpson HDU11 - SDS2.5 WI SB1x30 & 6x6 POST i ! £ �_ • BLCe N•!N ATTIC INSULATION t0 BE 34STALLED P 9T2Ct F _ _ _ - - ii ! P a CONFORMANCE JxTH MAra�AaTccERs OSimpson STHD74RJ O j 0 1 { ? -- p RECOMMENDATIONS FOR DENexTY { COVERAGE IC9 p • BEDROOM 4 f : 1 1 ) ` IPROVIDE VENT BAFFLES AS RECVRED { IN°JAAE {Simpson STHD14 1 I I ¢ ! WEATHcR-BTWP ATTIC ACCESS DooR./ 1. FAMILY F200M S© fl PROVDE MAKEUP LJR WTN FRESH AIR DJCrEOr. BEDROOM 3 U I CsRECTO- Nro THE RET,ORN NR PLEJUM OF t.,E Simpson EPB86 1I I FJRNACE SYSTEM INStLATE THE DUCT IN ACCCRDANCE(• Ii✓ ! • TO WSEC 2012 PR0V1DE DArPER TO REGULATE vSimpson EP866PHDG " ; 'r '4 ) aza'cNG Flx£sH A e . 4f i i•._ .•"*. �f • ALL GAS COMBUSTION AF•PIJANCE5, EXCEPT STClE9 { Hull { 'q 1'•.I' S'•l li7` •D\ ` 1 CLOTHES DRYFR5 TO HAVE CLTeBu6TTOV AR DUCTED- (✓ �1 L'NEN n _ .. ....5.....__._ D+RFctLy TO TEM Ulf t. 1) Stronger hold downs can be used In lieu of these 1 ® I }3 2b65 ...-wm rn. .An-..n.-•,.rw,.a r..,.Arno, IbbB 1 � _ -_ _ M - . • 4 - Q A:L COtiBU3TON E)d14U5;9 70 DE SEPARATED Dl' A st -+ �� v ! FIN 3' VERT. 1 10' HOWZ Oba BTP455 \ �,2) See Simpson Wood Construction Connectors book for proper installation, 1 --__Ir - /. 5140- 3'-3' el lir I I $ 3 / Do 7(CO I ^3) 3x sill requires SSTBL" hold downs where "SSTB" are fabled above. I ROD ¢ SHE F ) / `•• .9 ZEST / f4) IF PONY WALL IS BELOW STUD, USE EQUAL OR GREATER PHD I14 I( f Z:;,WITH ALLTHREAD AND COUPLER. i 'I:r I =ter. 2 x b I J x b ! - 506b V 266b . dDC4?tifk. '09 i[lY.`!r{•"TF.:h:.Yi':) :2t it WHOLE - HOUSE! f� MECH. t _ 1 _ f • oVENTILATION t▪� PJRNACE GWB L:DNIALLe 11 ( •�•� ( 1 { 1 ? ONE OF THE FOLLOWING l•emHODs Ile 1 BE USED TO MEET u W o t j Y cocBUs not/ AR szU r. 1 \ a",,,; 1' a r `II I1((11 !'' 1 % \ I AND WD�REC £a CF THE WA9H�NG7CN sTATe VIAO m r Y S s. ----� !� BATH 3 1' I 1' (A) A 9:HGLE WNOLE•'rCUSE E)61A79t FAN WHICH CAN E€ sn z ia ,i d { Ex fir/' • , N E I PERFORM DC2SL. DUTY AS A ROOM SPOT FAN, IS •4 . .` li W ( AN I J 11� 12.3 n REoURFD- FAN rt36T LAi1NDR* 111 y OPERATE TiPt OF 6 HOURS PER ° THE CIFTI‘35. R SET TO 1 ••• • if ---- _ _ __ __ - n T. ' • CAPACITY OF FAN MUST BE O.2S WC.. AI39 HAVE MAX i '� E i' t I i j SCI•S 0•05.0 RATING. OF Lb. : t SIZE OF FAN [LUST BE lc i• • WHo1E HnJ- 1 Dt. / F t . • ! 108 CFM. GJA VIAO 3O34J) • '� A7 ti 1J- - J i it y� _ i 0E0 FRESH AIR Lit SE ORCJ'_ATED BT THE CENTRAL i I 26d9 t[ i ' FORCED AIR FURNACE STSTET± PUI:NACE :L'JST HAVE • ' - - - ! / \ :1I FRESH AIR INTAKE DUCT A•ID BLQUER MUST BE \\ I 1 . ACTIVATED eV TIMER TO ORCJLATE DAILY. i L S f�/ 7� 9T n0 y I- I H. , I STORAGE -11 i I 1 • 'a • • STORAGE P+a-nl.. 1 " � o t INSULATION VALUES5 a, Y I I WALLS A / •'" 1 ABOVE GRADE I SELCJI GRADE {i t I R-21 1 R-:t f�j..e. EC j •)�' ..r vataw.•.y +m•�••+ ..�,. .ti. ,..v+ rs .•uv.v sT::., 1 ,.. • FLATS j VA;rLTED • R,4 1 R-3a -_ _ -•-----1 _ . FLOCK j 1 4_rt'_, 1 rri I 1 i CRAWL SPACE t SLAB CN GRADE ' O 'l \ _ - - -_-__-I - , ' • �-- • I i R•3O R-IC PA. L _ II 1 LU I q F a en m a W 49 Q LL :=8 UT' 13•II 112' / / - - - i 11-3 US' 10'-0112' n'-n- s3-o WORN eY /; f - / - r SCALE I JD JOBN -- • DATE 7n;..:,.....vL REVISIONS LOWER FLitOR PLAN_ t\NORTF.I SCM E. I'4 • I',0' '`._- 1 A3 . 2 SHEET 4 9F 4- . 1