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Permit File BLD-2019-0642 5604 Sugarloaf Street
City of Anacortes " 904 6th Street Invoice/Permit#: BLD-2019-0642 Applied date: 10/04/2019 P.O.Box 547 Issue date: > * T Anacortes, WA 98221-0547 Expire date: 04/01/2021 (360) 293-1901 Job Address: 5604 SUGARLOAF ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P59088 Remarks: New SFR Owner: MICHAEL LAMBERT Contractor: LAMBERT CONSTRUCTION LLC Address: 2812 WASHINGTON BLVD Address: 2812 WASHINGTON BLVD ANACORTES WA 98221-4835 ANACORTES WA 98221-4835 Phone: (360) 303-0504 Phone: (360) 303-0504 License#: General Information: Fees: Building Valuation 250000 Plan Application Fee 200.00 Building Permit Fee 1,833.75 Plan Review Fee 1,191.94 State Building Code Fee Resi 6.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,646.69 Sewer GFC-Residential 9,774.75 Park Impact Fee 615.00 Traffic Impact Fee 2,730.77 Non Sprinklered SFR Fire Fee 447.11 Total Calculated: 18,496.51 Deposits/Receipts: 0.00 Total Due: 18,496.51 H t - i tt 4 •:i -1 0 +' 7 `t 0 t J l t -'• I t - . L�7 3f• ? :t 1l I: • tF i I.E. I- . I.E. t* 7 i;i THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN,180 DAYS,7+OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 4r8 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. i SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ~ =' ' • Site Address 5boq 505cfriocif 5tProject QUID 5F� Building Permit # 1.p- 19" O ' --�T,fwff-_- F_Y- t ---_-_ - -.s^`}-c �- =�_--- _yam=,, -r_ -L L_ 4 _ r Building ��/2wy - 1 , /0/Tolfr 7z?- _ , 077--- , , 1 , , , , , , , , , , _ =ublic Works iiy gm 5 i I4 • ,-bGo 1, 1 , 1 i Panning \C\ \CC c>.)...a) ..,C).\' 1 I i 1 j ---(s) , y4 i . , , ClIenT 41/Atet Si-A? L 0 S'3ovi go/7A 4-0 1 l° I Qj t� Pfka 'fie- tx fo. ,� I 1 1 1 Fire I I CO 4 ' 00 i �� Project Inter-Departmental Plan Review Tracking • - ‘!. '0 '71; L ----- 2'6 1 - III • V209 FORM BP-1 : RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address (Street, Suite #): Assessor Parcel Number: _S604- ic)r-14' Subdi is' •n/Lot#: Zoning Designation: Lot area (size): tf; +i 9 R Coco " sq. ft. 2. TYPE OF PROJECT Eltir New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) ❑ New Duplex El Attached to Primary Unit ❑ Interior remodel ❑ Detached from Primary Unit El New Addition to SFR El Garage, carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) LI Other: Project Summary: Ate Vi -5 FR Project Valuation: $ -240/ 0 3. PROPERTY OWNER INFORMATION Name: , Phone: fili Address (Street, City, State, Zip): , Email Address: w ;n ; -1-o L/ e ' 11,°c i, C,eJ /cN 1 911 o f;► o c . o nq 4. CONTRACTOR INFORMATION Name:*z be,r,- , cola.- on Phone: 3 60 Contractor's Business Licenses State License #: City License #: *All Contractors & Subcontractors must have a valid City of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. Address (Street, City, State, Zip): Email Address: 5. CONTACT PERSON inn Select one person the city will contact for anything ❑ Contractor related to this project: Li Applicant ❑ Property Owner ❑ Other (list below) Name: Phone: Address (Street, City, State, Zip): Email Address: 6. LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write "no lenders" on the Name Line below. Name: Phone: Address (Street, City, State, Zip): Email Address: Res. Building Permit Application Submittal Checklist Updated September 12, 2019 Page 5 of 18 7. ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: I understand that when a building permit application is taken in over the counter it does not mean f'M i L. the application has been deemed technically complete and sufficient for staff review. I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. p f I understand and acknowledge that I could be responsible for providing as-built drawings (on paper t— or electronically) as part of the project's certificate of occupancy process. 1, I understand and acknowledge that Special Inspections could be required as part of my project, and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. ,- I understand that if permits are reviewed concurrently such as design review,site plan,traffic concurrency, etc., any required revisions to one permit may affect the entire plan set and could add costs and time to the project. I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects,true, correct, and complete to the„best of knowledge and belief. ._/ /CAA Signature Date /'i,; 1/7 e,/ vido-or Printed Name Res.Building Permit Application Submittal Checklist Updated September 12,2019 Page 6 of 18 FORM BP-2: STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: S6O (JD q;l� I PARCEL `7�,f[.�� / J NUMBER(S) '� "� 'i I 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with "N/A". Structure height: AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 2nd Floor: f ' ¢ 0 J rR 3rd Floor: Basement: Garage: Total deck: -2_,S I I Total porch: 2 2_ j Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES l NO Is a monitored fire alarm being installed? ❑ YES LINO Are retaining wall(s) being built? ❑ YES E,NO Are structural plans required? ❑ YES 0 NO 4. PROJECT SITE INFORMATION i A. Is work within the City's right-of-way proposed? If yes,you will be required ❑ YES 0 NO to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: / B. Is the property located in a flood zone? ❑ YES ❑ NO If yes, list the flood zone designation: C. Are there slopes in excess of 15%on or abutting the site? If yes, a ❑ YES ❑ NO geotechnical report will likely need to be submitted. D. Are there critical areas or buffers on or abutting (within 300-feet of)the ❑ YES L1 NO project site? If yes, a critical areas report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated September 12,2019 Page 7 of 18 r E. Is the lot less than 5,000 sq.ft. in area? ❑ YES ❑ NO If yes,your site and building will need to comply with the standards in AMC 19.43.010.C. 9 F. Is your project involving an accessory dwelling unit? ❑ YES d NO If yes,your site and building will need to comply with the standards in AMC 19.47. G. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑ YES NO (about 1 log truck load) of timber be harvested? If so you may need to obtain a forest practices permit from DNR. ✓� H. Is this project subject to the SEPA process? If yes,you will be required to ❑ YES C NO submit a SEPA checklist. If you have already completed the SEPA process, list the permit number here: 5. REQUIRED SIGNATURE I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects,true,correct, and complete to the best of ow,dge and belief. Signature Date Printed Name Res.Building Permit Application Submittal Checklist Updated September 12,2019 Page 8 of 18 FORM BP-3: PLUMBING AND MECHANICAL FIXTURES MECHANICAL Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: 4 3 Other:#: Location(s):BR 3 Gas Water #: Location(s): Heat Pump: Elec#: / Other#: Capacity: / V Air Conditioning: Elec#: Other#: Capacity: Radiant/Hydronic Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: .5 Laundry#: / Other: Range Hood: #: / � �z Location(s): Id:, J V Fireplace: Gas#: / Elec#: Other:#: Location(s):£ / v-' ,/ Clothes Dryer& Duct: Gas#: Elec#: I Other:#: Location(s): / / Stove/Range/Oven: Gas#: Elec#: i Other:#: Location(s): I `J Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: PLUMBING Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 3 Refrigerator water supply(for water/ice / j Kitchen Sink: N ,1 Pressure Reduction Valve/Pressure Regulator: Utility Sink: I ' Water Service Line: / Tub: / •./, Water Piping: 4' ,.,1 Hand Sink: 3 I Clothes Washer: l/ Shower: /J Electric Water Heater: Tank-less? Yes / J Dishwasher: I J/ Backflow Prevention Assembly: Hose Bib: 1.._ ,_,' Other: TOTAL PLUMBING FIXTURES: Res. Building Permit Application Submittal Checklist Updated September 12,2019 Page 9 of 18 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: —7.6�j L� _Sv3c,i'1 r C, PARCEL NUMBER(S) Li N 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant architectural plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17"and drawn in an architectural scale. • Architectural plans for structures 4,000 square feet or larger are required to be prepared and stamped by an architect licensed in the State of Washington. • Structural plans must be stamped by a structural engineer licensed in the state of Washington. 3. REQUIREMENTS FOR ALL ARCHITECTURAL PLANS COMPLETE REQUIREMENTS PAGE#ON ? YOUR PLANS Cover(or 1st page) must include: • Site address • Parcel number • Lot number(if applicable) • Lot size • Lot coverage • % impervious surface coverage Floor plans with existing(if applicable) and proposed building layout with square footages and with the use of each room/area labeled. Window and door sizes labeled and window ventilation area. Commercial, Multi-Family, and Mixed-Use Structures must also include door and window schedules. Plumbing, duct,and electrical layout. Penetration protection must be shown. Opening headers,size, and material. Cross section details,showing typical foundation,floor,wall, ceiling and roof construction and insulation. Structural members labeled as to size and spacing as well as bracing, blocking, bridging,special connectors, and anchor bolts. Details documenting energy code compliance. Exterior building elevations demonstrating compliance with applicable structure type design standards (small lot,duplex,or ADU) and maximum building height Res.Building Permit Application Submittal Checklist Updated September 12,2019 Page 10 of 18 Land disturbance Description Total (SF) Total Area of Land disturbing activity 2/ ®b-3 Total area converted from vegetation to 3 9 3 7 lawn or landscaped areas i Hard surface area calculation Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area016 (Sidewalks, paths,patios,etc.) 3 Pollution Generating Hard Surface Area .7? (Driveways, parking areas,etc.) Total Hard Surface 7'd Site Size Ci 00 Existing impervious surface coverage% (sq.ft.hard surface/site size) Use the information in the above table to navigate the flow chart(s) on the next page and determine the applicable stormwater management minimum requirements for your project. Then complete the applicable Stormwater Minimum Requirements Form on the Public Works - Engineering Department Forms website and provide required submittal items/plans. Check applicable box Minimum Requirements Determination Minimum Requirements#1-9. Minimum Requirements#1-5. Minimum Requirement#2. Res.Building Permit Application Submittal Checklist Updated September 12,2019 Page 13 of 18 FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT Start Here IL Does the site have 35% Yes See Redevelopment Minimum or more of existing ` Requirements and Flow Chart impervious coverage? (Figure I-2.4.2). No Does the project convert 3/4 V acres or more of vegetation to Does the project result in lawn or landscaped areas, or 5,000 square feet, or No convert 2.5 acres or more of greater, of new plus ► native vegetation to pasture? replaced hard surface area? \No Yes Yes Does the project result in 2,000 v square feet, or greater, of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes No vegetation areas. Does the project have land Minimum Requirements #1 \! ' disturbing activities of 7,000 through #5 apply to the new yes and replaced hard surfaces and the land disturbed. square feet or greater? No T Minimum Requirement#2 applies. em.W.111Figure 1-2.4. 1 Flow Chart for Determining Requirements for 11. 1i New Development DEPARTMENT OF Revised June2015 ECOLOGY Please see http://wvvvv.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. Res. Building Permit Application Submittal Checklist Updated September 12, 2019 Page 14 of 18 FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? Yes No Minimum Requirements #1 through #5 apply to the new and replaced hard Minimum Requirement #2 applies. surfaces and the land disturbed. Next uestion Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 3/4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No All Minimum Requirements apply Next Question to the new hard surfaces and the Is this a road related project? No converted vegetation areas. Yes T Does the project add 5,000 square feet or more of new hard surfaces? Yes =-_ Is the total of new plus replaced hard surfaces Do the new hard ® 5,000 square feet or more, surfaces add 50% or NO No additional �\ '� AND more to the existing ° does the value of the proposed improvements hard surfaces within • requirements. • - including interior improvements - exceed the project limits? 50% of the assessed value (or replacement value) of the existing site improvements? Yeses All Minimum Requirements apply to the new and replaced 44 hard surfaces and converted vegetation areas. Yes rilE111111Figure Im2.4 2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June2015 ECOLOGY Please see http://vtww.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. Res. Building Permit Application Submittal Checklist Updated September 12, 2019 Page 15 of 18 FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: s o 4 -5 5 cir Icic-.4 PARCEL NUMBER(S) `f 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant site plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale. 3. INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE#ON YOUR PLANS Cover sheet must contain all of the following: • Vicinity Map • Name of the project • Name, address, and telephone number of owner and agent(s) • Name, address, and telephone number of Applicant (if different from the owner) • Zoning designation of the site • Area, in square feet and acreage, of the project site • Reference to the Building Code used • Proposed use • Occupancy group • Construction type • Square footage and height of each individual building • Percent lot coverage • Percent impervious surfaces Scale and North Arrow Property features: Location, identification, and dimensions of all property lines and easements. All easements shown on the title report, Record of Survey, or plat must be dimensioned and shown. Location and dimensions of existing critical areas (wetlands,streams, steep slopes) and their associated buffers. Location of Ordinary High Water Mark and shoreline jurisdiction limits (if adjacent to a shoreline). Existing and proposed contours and site elevations (i.e.finished grades) at 5-foot minimum increments. The horizontal and vertical control datum must be clearly shown. Structures: Location, identification, dimensions and size of all existing and proposed buildings and other structures. Res.Building Permit Application Submittal Checklist Updated September 12,2019 Page 16 of 18 • ,- PLANNING, CONZ'��L- IT�i', ECONOMIC DEVELOPMENT DEP_�RTATE'�' C Q/\ Mailing Address: P. O. Box ;4 Anacortes, TI;4 98 221 Office Location: 90-1 6" Street, Anacortes WA 98821 Phone: (360i 293-1901 Plan Review Legend - 2015 International Residential Code This Plan Review. Legend has been developed and is being used by Cite of Anacortes Planning. Community. and Economic Development effective Jul\ 1 . 2018. in an effort to standardize common corrections and speed review of your application. Lf you have an\ questions please contact the Plans Examiner who completed your review. We are also interested in an comments you have to improve this Legend. Review code section for all details and requirements. Ref. r Code Subiect 1 . GENERAL: 1 . l R302_5.l Door: 1-3 '87 thick solid wood or 20-minute fire-rated or approved alternati'e_ « self c►osing device. i I, R302.7 Enclosed accessible space under stairs to be protected with - 2-inch r .sum hoard. 1 .3 R502.11 Fire blocking. See entire code section for all locations. 1 .4 R303.' Stairwa lighting: switch at top & bottom 1 Ft. candle at landing and treads. 1 .5 R305.1 ceiling height above bathroom and toilet room fixtures shall he such that the fixture is capable of being used. A show: Exception 2 or tub equipped with showerhead. shall have 6ft 8inch minimum at 30inch 30inch area at showerhead. 1 .6 I R308.4 Safer glass (Tempered Glazing) See entire code section for all locations. 1 R309.1 Garage slab to slope toward Garage door. 1 .8 R310 Escape & rescue opening to he min. 24-- high. min. 207 wide. min. 5.7 sq ft and max. 447 from sill to finis e oor. meet all four requirements. 1.9 R31 1 .7 Stairways: 367 min. wide. 6'87 min. headroom at all parts of stairway & landings. 1 .10 R311.7.5 Risers 7 '47 Max_ Runs 107 Min (nosing to nosing). cannot var.\ more the 3/87 from smallest to largest (R311.7_5_3 for - j nosing configuration requirements). 1 . 11 R31 1.7.8 Handrails per IRC - 347 to 387 in height_ continuous. (R311.7.7.3 grip size requirements). 1 .12 R311.7.5.2.1 Winders: Minimum tread of 6" on winders at any point_ with minimum tread of 10" .a 12" away_ not to vary more than 3 '8-- from the largest to the 6 smallest. See Code. t 1.13 R312 Guards per IRC - 367 height min. so that a 47 sphere cannot pass thru. Handrails and guards shall be designed to resist a concentrated load of 200 pounds. Intermediate rails and cables. balusters and panel fillers shall be designed to resist a concentrated load of 50 pounds. IBC 1607.8.1 .2 1.14 R314 Smoke Detector- hardwired and inter-connected with batter\ back up. 1.15 R315 ; Carbon Monoxide Alarms - within immediate vicinity of bedrooms and inside bedrooms w. fireplaces. 1.16 R317.1 PT wood or naturally resist decay when exposed to weather. grade or concrete (typical I. 1 .17 R317.1 Clearance from exposed earth to untreated wood plate is 8"and 6" to untreated siding. tvp. 1 .18 R317.3.1 i Fasteners for PT wood to he hot dip galvanized_ stainless steel- silicone bronze or copper. 1.19 i R312.2 Window fall protection required at operable window opening located less than 24 inches above finished floor and greater than 72 inches above finished grade or other surface below on exterior. 1 .20 i Table R302.6 Separation: GAR'SFR ' =7 GWEL GAR'habitable above 5'87 type X G\NB Zvlid & GtVB u.'walls & supporting members: Garage within 3fi of residence on same lot i-_ GWB. ; 2 family dwellings- 1 hr rated assembl'_ Townhomes 2 hr or. I hr combined with sprinklers. 1 .21 Welding to he WABO certified or special inspection required. 2. FOUNDATIONS: i 2.1 R401.3 Exterior grade to slope away from building 6" in 10' or design drainage. 2.2 R402.2 3.000 lbs. concrete at slabs and weather exposed concrete. R403.1 r4 yen. rehar .a 487o.c. with standard hook tied into footing and min 147 into stern wall. 2.4 R404.1.3.2 Foundation walls retaining more then 4' feet require grade 60 minimum reinforcement and laterall\ supported at top and bottom. R408.1 6-mil black polyethylene vapor retarder in crawl space. (State Amendment) 2.6 R408.1 Minimum net area of ventilation openings shall not he less than 1 sq_ft. for each 300 sq.ft. of under floor area. (State Amendment) 2.- R408.4 Crawl access min 18\2 1 insulate and weather strip when in house. WSEC 402.2.4 City of Anacortes 1904 6tr ST, Anacortes, WA 98221 1360-293-1901 I buildingpermit@cityofanacortes.org I www.anacorteswa.gov Plan Review Legend 1 Ref. # I Code Subject 3. FLOORS: r 3.1 R502.7'802.8 Floor joists. ceiling joist and rafters to be blocked at ends. intermediate supports. bearing points. �.� I R507 1.4 amend. Where decks are supported by. attachment to an exterior walL the shall he positively anchored with hold downs. R507.2.3 (I ) . (2) Either (2) 1500* allowable stress design capacity OR (4) 750* allowable stress design. R302.13 Floor assemblies. not required else where in this code. shall be provided with 1.'2 inch GWB or 518 inch wood structural panel. or equivalent_ on the underside of the floor framing members. 3.4 2, i s P.SC}_ 8__ Altering engineered products is prohibited unless an additionalengineered design approved. 3.5 RI06.1 .2 Provide I joist manufacturer's layout and installation instructions at underfloor and framing inspections. 4. WAILS: 4.] R602.11.1 Anchor bolt washers (3'x"x1/4" sq. ) hot dipped galvanized if w P.T. wood . 4.2 R602.10.8_2 Provide connection between top of BWP and roof sheathing. 4.3 ICC 1 7.03.180S Eaves 18' maximum into setback area. Table R302.1( 1 ) 1-hour fire resistant construction on the underside if in 5' foot setback area_ 4.4 R703.8 Veneer to meet Chapter 7 of the IRC. 4.5 R703.4 Flashing per R703.4 (windows. doors_ chimneys_ deck ledgers). 4.6 I R602.10.4.1 Continuous sheathed lateral design may not he combined/mixed with intermittent braced wall methods between wall 1 lines in Dl seismic zones per R602.I0.4.1. 5. ROOFS: 5.1 R802.10.1 j Truss engineering specifications onsite for framing inspection. 5.2 R802.11 I Trusses to have uplift connection per Table R802.11 5.3 ( R806 Roof ventilation per LRC. 5.4 R807 22" X 30" attic access. (Insulate and weather strip WSEC R402.2.4) 5.5 Table R905.1.1(2) Underlavment application: 2 layers 15 lbs. felt on 2:12-4:12 roof pitch 5.6 R905.2.8.5 A drip edge shall be provided at eaves and gables of asphalt shingles roofs. 6. PLUMBING AND MECHANICAL: 6.1 UPC 408.9 Shower head should not discharge at entrance. 6.2 UPC 807.3 Air gap at dishwasher. 6.3 UPC 909 Island sink venting to meet UPC 909. 6.4 IRC Chapter 13 Inserts. Stoves. Fireplaces: listed appliances installed per manufacturers specifications. combustion air or direct vent. glass or metal doors. 6.5 UPC-507.2.608.5. j Hot Water Tank: Seismic straps at upper and lower 1 ,3's of tank: Pressure Relief Valve to outside: Water Tight Pan 508.4: M1307.3. to outside: 18" from ignition source to finished floor in garages: Combustion air for gas. propane & non-direct vent: G2407: 6.6 1SPSC 305.1 Pool ! Hot Tub -barrier or safety cover which complies with ASTM F1376 6.7 M 1307.3.1 Bollard (2.000 lbs. load) for mechanical or plumbing equipment. Design IBC 1607.7.3 6.8 M 2427.10.2.2 Vent connectors in unconditioned spaces to he Type B or Type L or listed wi equivalent insulation. 7. ENERGY & VENTILATION: 7.1 WSEC R403.3.1 Duct insulation R-8. Ducts win concrete ground insulated to R-10 designed for below grade. 7.2 WSEC R403.3.2 S Ducts. air handlers. and filter boxes shall he sealed. Additional duct requirements M1601.4 Duct testing R403.3.3 required. 7.3 M 1507.4 50cfm min bathroom l 00cfw min kitchens. vented to the outside (Table M1507.4) 7.4 M1507.3.4.1 Whole house fan (prescriptive sizing per Table M1507.3.3 (1 )). 7.5 MI 507.3.4.4 Individual outdoor air inlets or operable windows with an openable area not less than 4 sq. in. net free area for each 10 cfrn of outdoor air required by Table M 1507.3.3(1) .in each habitable room. 7.6 WSEC R402.4 Provide air leakage test. Provide the completed passing test result certificate to the Bldg Dept. 7.7 WSEC 403.1 Provide at least one programmable thermostat for the primary space conditioning system and one programmable thermostat for each additional system. 7.8 WSEC R403.5.3 Insulate hot water pipe, both within S:. outside of conditioned space. shall have a minimum R-3. LTC 312.6amend Hot and cold water pipe in unconditioned space shall have a minimum R-3 insulation. A4ainta'nzni and improrin` the quality of iijc rei7ecrznn communill. expectations t 1r mLi' a law on pnhiir participation and emt)lovee;-motor-council teamwork. F . - 2• -. Az . ).;--z- r,-.- . 7---- i • - • , ,Pri 7:. i . _ : r r - : , i ' - ' . • ' -:: '' • -•- ". ::: -' P e r m a- n-P-- n i li.dstrairit Braciny uf Chords & Pb flE/Lzr-ribie. rh--: impairtzrit :Not . 4IL4:.:2 shall ;alwa,./s- ibe Diagi,'"n„,a117.4 Bra-r.,-..,=4 far rigiEL 3.. 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I 1- il ii rt ,, • v x,._ i 3:it•••••••••• •••••••••4-: .i. - - ',.':P^•••••4 x a 3.7.7„.-cf.................,..,-.,....7.2-..}- fix.i.1 11 g ""•-,: I'4;,;.,:i'n, s 044 iee.0 .,. .., - '-i - •4177%:'.'1177-7-':\:-el ,. - . . . : . - t• t .- .. • : • : : .. < - 4:::PitnIt±•:i ... .,]:;::,.„.:. •- . . .-. -: .•. . , • Y. , • — . . . • -< i - .x. - 1---itt"brZ1Vdt. 73":17.4.jr-;-•-----"-- -A IPprti Vig-it"IS gilt adt.-,.appfavcfd isianif Nrctto.nit take off from_horizontal Thr loop-sapaid.tpagIrtd as-_high fv-IssiVe.amtier The count-x.41*p+ 9094 Speciril Venting' for Island Fixtul*S. 909,1 Gnera1. Trzws for iambi sinks. and similar er:fitif)-- meta ,-§b.all be roughed. in :above the 1 „and sltali be. permitted to be vented by ex:ten:dire the. vault aa higb as possible, but not im -fivita the drainboaffl it and then (1.52 mm) above the :flood-level rim of the fixtures:Served: returning :it downward and connecting it to the: horizontal :Drainage -attings shall be used on the vent below-ihe floor sink .drain irtilrediately downstream from the vertical level, and a slope of riGt less than % inch per fociit (.20.8 fixture drain.The return vent shalt be eatmeeted to the hori- tlitkfm) baek to the: drair. shall be Triaintainecl. The- return za.-ntat drain through a larye=branch Etting and sluill, in addi- belld Wed under the drainboard shall be a one pi fitting !floral 'be provided with a foot vent taken off the vertical Clt 83 ESSCrillAy Of a 45 (levee :(9,79 rid) 1901ideir.---t4:1 (1_57 fixture -vent by intains of a vr-ve: breach iroznediately below crad) .and a 45 degiee (0_79-rd) elbow in, the:order tamed. th.e floor and extending. to: the nearest partition und then. Pipe sizing-shall be tg.C1Sc8i.,hatt 1•044iketi in this-code. The through the roof to,the open eit9. or Shall be pitted to be isl.and sink dr upstreaiu of tha-returned vent, .shall SterVa- corinected to tither vents et s_ point not less. thm. 6 inches to ot-...h.e.r. focturm Ail ate4S.siiii bleallOut ght-iiT bt: itst3130d -in the vertical portion.of the foot-vnt 2315 UNIFORM PLUMBING CODE • CONSTRUCTION TIP SHEET 11 ..._,...,,.7:s MyBuildingPermit.com 1 a service cif eCityGaymet Notching & Boring Framing Members July 1.2016 This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with Washington State Amendments. 1=,. X Li3_.....> --)i ,-‹ - - L/3 - - -- 1 A.- , .IL D/4 : Max DI.41- , I e- -51'7' D16 , No Notches Permitted l -,.: N. , , t.,-. —7.-1 D- . Max DI3 Max in Middie 113 , , a 1---1-4' •1 _ _._ ',-,,,. ; t Dte Max fBoitorri notch E1 ).. Dria —only allowed on 2X and . IMax 3X members) . Floor and Ceiling Joist Notching i D13--? t 1 Min or_ Bottom v SY _ . , Floor and Ceiling Joist Boring Holes. Di4 Max mea$ured 4, at inside face of stud .,..,-- 1 ___,,------ D t— Joist depth i D 24w Maximum -------' \i _ • -,--- Overhang at taper cut .-rkis Max .,..-- ' _.,---- AV L . Ceiling Joist Taper Cutting Rafter Notching GENERAL INFORMATION: ..i.'- a The intent of this Tip Sheet is to provide a general understanding of the code requirements and does . - eCityGol.nat not address the subject in great detail. 2C05 6,oCItytwiAfrance 6 Additional information can be obtained from your local participating jurisdiction. Page 1 of 2 i • � �J w E ' 1 0 • . ;4 •jam. S . • -erg -i-� 4i { r :C12 ?Pa: • ii .TER(E '":ow : �, 1 : h c; P di , re." :, 43 ., •at 0 % 41 / Ast i am new: I:3 • dr— x\ii. . . i.. . 1 ' . . / . 4 1 1 (.0 73 lth ;ft- 41i• Ilk• \ IbIA At . ' 1\ i , L— LI10. . . h-b-iss........... al . 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Q)• 0 •0 • i.1' ': . a Form J SKYLINE PROPERTY OWNERS ASSOCIATION ARCHITECTURAL COMMITTEE 6041 Sands Way, Anacortes, WA 98221 PHONE: 36o 293=o498 FAX: 36o 293-2981 EMAIL: skylineanacortesOgmail.com NOTICE OF PLAN APPROVAL Owner: /014 t-Ij A-el I,f r a or 6 OCT'0 4;2019qU Div. , Lot 4L/ , Address: Jam- 4 Le j. v - .FiY� Your plans for // were reviewed and approved by the SPOA Architectural Committee on 7-2. - /q . Two copies of the plans are attached. Submit both sets to the City of Anacortes for your building permit. One set will be returned to you or your contractor by the City and must be kept on site during construction. If a building permit for your project is not required by the city, one copy of the approved plans is attached. Please note the following conditions of approval in accordance with the CC&R's: 1. The work of construction of all buildings shall be prosecuted diligently and continuously from commencement of construction until exteriors of such buildings are completed and painted or otherwise suitably finished. Exterior work on any building shall be completed within one year from start of construction. 2. When all exterior construction and/or improvements have been completed Owner shall promptly notify the Architectural Committee in writing so as to facilitate its inspection buy one or more members of the committee. 3. If construction has not started within one year from date of approval then approval shall be deemed null and void,unless an extension has been applied for in writing and a valid reason for delay has been provided 4.Additional Comments: If you have any questions please contact the Architectural Committee at the above number. SPOA Architectura Committee, , Member , Member Revised4/16 E ETVED 2_1 JUN l 2019 EXISTING PERCENT OF LOT COVERED5P®A LOT AREA 6,000 SQ. FT. A HOUSE, DECK $ STAIRS 2,063 5Q. FT. PERCENT OF COVERAGE 34.4To �, \� EXISTING AA ELEVATION 11 SCRUBS 65.3p' \` 6 ��= _ _ _ PROPERTY LINE 60' _ _ Co 67.66' HIGH POINT EXISTING PERVIOUS AREA \gT)ON DDDD 0 DDDDDDD IDD DDDDD LOT AREA 6,000 SQ. FT. � BMPC 103 BARRIER FENCE 20' NEW IMPERVIOUS AREA ____________BMP ---_ I HOUSE, DECK t STAIRS 2,063 SQ. FT. CONCRETE DRIVEWAY $ SIDEWALK. 772 SQ. FT. I� 5' k 10' TOTAL 2835 SQ. FT. 62'eLevarioN �� SET BACK • PERCENT OF IMPERVIOUS 47.3% o — r 2_---aE a _x m_Y 't_ aE = a r, :I ii0 II o Master ��1 Bedroom Be room w_ ""`'"` sr,.e,um-. "- �� II In �_ J L - F°" r H I BMP C207 OR C203 AS REQUIRED SO Bath °` N. 5112It2 Pet-ltv ► IJ UQtvr 10 Tv l.�l,t,tzT G_►JNNt eLEv4T IL __ ; = ; '� i! ^ `\ON =r-=�a -•+trr= ice' y 4.1(_ • Arline- ri.-)(0 Ala — �1..v�{a'1'-)f.rC 41 e �Linen�L� ----------1' ,a ,rl I^ wN I NOTES: AI R€CS 51ize r RA\-1 6(.] "lb ar vl-Er OIL 0 6.ii ter ii-J �c� : U' ' ,. Bath Bedroom I I . SEWER WILL BE CONNECTED TO EXISTING SEWER HUB. ��+'J `,�� ell 1.12E cNC D tA FAN - i 2. WATER WILL BE CONNECT TO A NEW METER p . p1 e,= �_j o • O — o „' ; l,/� �g'I^�w; �h r - = <, a 3. DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH e{-, .___ L"-oath, SILT FENCES AND SHALLOW SWALES TO PROTECT THE /� r _ , i i F__c FI�` �QE 'P -- l�oat� INS N�-►w� 6� � ��"k' r'-- IL ADJACENT PROPERTY. 4. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET z .i Kitche_nr y_ �1 __r = µ 41 I PROTECTOR INSTALLED PER WSDOT DETAIL 1 -40.20-00 ' ` F-1T };c , r W 5. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. / 1- * gM P G Z33 - St lT cX T o .5'R LA ZE a ,3 Nvo1�.C I t w i! LL _- " 1 0 „ `S81 E�ugn\ �� p r 1 I w G. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE De-►ierIP9 ,Cs►.1SrasctZav hxE • 2 • 1k'; ;; PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB GUTTER. Dining Livin.w I', p a r" cZ ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVAL " � „2,_„ .• I PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. <� 4r Bath l �ccamtvtr� l�vit-K, Ex�STr�tl, cog �u.a �a42 t, � rwr�__ii SOIL STOCKPI'_E LOCATION BMP C 103 � � '• COVERED Nd N AGE Tb 0. CTc SecI YrtBARRIER FENCE C MIL BLACK VISQUEEN �v� \�r`��' � �� _i BMPC 1 23 1 O'SOLID PIPE '� Deck ` ta-C RIC] PC6 Zo! tarry tS a4, FROM ROOFS FOUNDATION I 57 BACK •• �� ��I���TTT r`T''.c' I a `� •SODDING • 56'ELEVgTi N o I SET BACK BMP C 14F- _ o I ' CONCRETE TRUCK -1r� `�_ a �y) y� T(/^ y,,,-� 1 BMPC 103 Y? 13PAP i _ -' 3 - nl i NA1 m d ki i R. izent a J-T I '\S� .' BARRIER FENCE r ... DRAWING INDEX : thesPOA PERFORATED STUB • " CSp I.3nCe t0 our coF. PIPE 20' BMP C 240 a lon CC&R's O G' PERF. PIPE SEDIMENT TRAP i �� 0 „ I . SITE PLAN CONCRETE ASRENTITED y asponsiblefor DRIVEWAYtP �233 2 . ELEVATIONS ,ceandproperty DETAIL I-30.I5 3 . MAIN FLOOR PLAN X X T x x "% _%% % PROPERTYLINE% % %60 4 . GARAGE FLOOR PLAN - u :roved as Noted zI44 I20' (APPROX) -�, -, 5 . FOUNDATION PLAN ,__ 1ri44g1 BMPC107 ,�ff/ l4 v-r=-v GRAVELCONSTRUIIQNRQADVS 6 . MAIN FLOOR FRAMING PLAN 7-z - •-• •- 4" b"QUARRY SPALLS 7 . ROOF PLAN • L- Member Odle CITY WATER � -20' / PER WSDOT DETAIL I-80.10-02SANITARY SEWER \Lir FIRE ti "YD N'I 8. SECTIONAL DETAILS ` 7 Ait_ 54:50' ELrVAt! �r 54.75' ELEVATION —• 9 . FLOORS BRACE WALL LINE PLAN ;< S U GARLOAF STREET AC Member Date NI )tea: is.ccaqp iS matt .. I •Ib-IS 1 1 " x 17" PAPER SIZE --- SCALE IS I " = 20' (COPIED @ 100%) I Of 9 22" x 34" PAPER SIZE --- SCALE IS I " = 10' (COPIED @ 200%) .� � © �� � ��� SITE PLAN ocruc� s J) ZONE : R-2 MIChAEL LAMBERT RESIDENCE BUILDER TO VERIFY ALL DIMENSIONS ^,ITYOFANACORTEs CONSTRUCTION NEEDS TO COMPLY WITH ADDRESS : 5604 SUGARLOAF 20 15 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE PARCEL # : P59088 IRC 20 15 BUILDING CODES XRef I D # 38 18-00-04 I -0007 PLUMBING TO COMPLY WITH THE 2n I R I INIIF()RNA PI I INARINI(Z (CffF flea. A/NI RY• Rf2I I('F f21 Ia,TAf7 MAT . ncZIna, I a I 1 fr x 1C1T'/ CANACORTES ', '..\L ()CT p5 �Q19 PLAN � X ..; ��:._,! t, 1),\.F.d 4 \ .t�T� T: �_ EXISTING PERCENT OF LOT COVERED b t_ , , A \ \,1 LOT AREA 6,000 SQ. ET. 4 ti J V ' , '�.�'' r LM a , ,i ,.,p p 1\ �O '- '- HOUSE, DECi. STAIRS r 2,063 ESQ. FT. ® f` Q ��r"'.� � '.� � ,, , PERCENT OF COVERAGE R L% 1% ': V J / 6 . �� r� �� �1 0 � EXISTING ADDRESS: 5P 6o y50dal $ -1 L[`JATION S�5.30` �C?.U65 - r ?RO?E2TY�IhdE 60' ------ -- ------- �, 41 .—. ---. .�-. b7.G6'"1Gh FOrtiT EX(5T1NG PERV OUS AREA ��: _ a C. n E. a c r. c c a a a r. _. O1 4 J � „ 1 r /62,77e3jf _.— 1 LOT AREA �Ra��� -- _--_---._-------_____-------_--------'--- -�- 1 _- tulr c:oa t-..----.-. _ 7{.:Ri'?.FENCE I J TC� FIELD '- . - t rr r . E ,D PLANS NEW IMPERVI� g A ,r, L s I ;: „ t, �.. 2C r� , J _. F - _._._.__._.-- I HOUSE. DECK STAIRS'H p I.& i-BF ALTERUU 1i"vi t hut.) t Au I HORIZATION, ' =�` •- - CONCRETE DRIVEWAY $ SIDEIWAL K 772 SQ. FT. in:„ ,' I 1°'-1 TOTAL 2835 SQ. FT. �62�L�A.TioN -y--I SET bAC1 PERCENT OF IMPERVIOUS 47.3% 1 --)''" 1------=x- ' 11117-- - 1 1 FILE COPY di,c, , ,, , .__—.,[ ,D, Bedroom g o m . _ ___ _ _ :, I BMP C207 OR C203 AS REQUIRED I Go', i Bath�,." ; it. „ I --- OF _ ( �6 11 ter r--;� I I . SEWER WILL BE CONNECTED TO EXISTING SEWER HUB. - Bather E_��� � ,j, Bedroom n _— I = __ G 2. WATER WILL B' CONNECT TO A NEW METER _ N�'urdy cro5�t r __ 2 3. DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH r — (L iJ ! --1-''''__-� � -- . 1. ^ SILT FENCES AND SHALLOW S�WALES TO PROTECT THE '-- --� "' ADJACENT PROPERTY. w: -� E' ,_T` II ��`� '>L, 4. THE STREET STORM WATER. CATCH BASIN WILL HAVE A STORY DRAIN INLET z In €ciichgn„,[ ' --- T--y� ti I z PROTECTOR. INSTALLED PER WSDOT DETAIL 140.20 00 t • � � It ---[• 9, • •> l ��� �Cry „ ��_ J 5. STREET AND DITCHES WILL BE CLEANED DAILY Of ERISION RUN-OFF IF ANY. Ar�� _---_____� s 'Ell ;�, 6. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE ;t r FE CONDITION OF THE STREET, CURS * GUTTER.(-- N -1 s --- PLACE TO IDENTIFYTHE I —` Dining Livin : — 1 „ ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVAL 0 1 - E ` II I PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, MR/ER F.fCE 1 6 F.4E_8L Ct:�:i=�:UFE`! 11 1-.W1'c i23 Fo.Jo?WE. •1, 1 Deck PROM xi 4 WI/NM-NON SIB'BACK 36 FEE`'✓qr •, I SET BACr. ? .tpc:=i 1 , � t0N �— cut:i :ETRUCit -. , ` 1v$^"10U;AR:?. o„P c,03 BA.,�rERt `z DRAWING INDEX: I M1,,,,,,,,,,.. e�s;uo G•FEour U.-OE — ---___C—&_) I . SITE PLAN I�i� 5 7ME•J€TRAP IL, CONCRETE :v rLCJUSKr-U DRIVEWAY4110 2. ELEVATIONS r`T F`"` 3. MAIN FLOOR PLAN E,,i,: �0.i r02 do. < x x x x x >< x >< >< x x �`>< " x x " x >< x x . 4. GARAGE FLOOR PLAN '" '-' P PROPERTY LINE 5 . FOUNDATION PLAN 0+•4 , 20'(APPROX) -\�� .-- 11r c!05 i 1 '`'"'`' ""' :07 G. VAIN FLOOR FRAMING PLAN 4'-3'Q'1A4.?Y, a15 c;r r.aRn imsr20 :F.RL'.5Ci17DETAlI t.60.E0Oz 7. ROOF PLAN _ 55. b. ELPVATION-'— • 'RE' " 8. SECTIONAL DETAILS �S, ! cL O21 TOP Or CURB TOP OF CURB 9. FLOORS BRACE WALL LINE PLAN SUGARLOAF STREET .r A t ''.iir 6:1 - ,a Ie.tck brx\r,7 5. c3 - PQ v m ‘2 A e- 5 11, Gout cam' SK-L-- 2G tr-l-r.. --TS 1 '-w .0._.__. I I" x 17' PAPER SIZE --- SCALE IS I' = 20' (COPIED @ 100%) of 9 22" x 34" PAPER SIZE_ --- SCALE IS I" = 10' (COPIED @ 200%) } REV1#1 OG/17!19 OW ' i Sr ' SITE PLAN /.„). . 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(2)HORIZ#4REBAR(COh-12° — — I i IN FOOTING I I 3'-7 I'-6" ; SPLICE LENGTH TO BE n I �L s.41 I 6 STEM WALL 30 TIMES THE REBAR, DIA. wl t I I B-9" 6'-9" I, I I I I I MIN. FOUR SETS OF TIE5 �/GE I EVENLY 5PACED ALONG SPLICE AInT Tr) SrAI F 51MP. LCBGG OR 6x6 POST I 3' x 35: &THK. THICKENED SLAB I I I 11 zc-!" I I I I I I I I I I I I I{ ( THICKENED IL s (I I I STH D 14j { I SL B I { I ( THICKENED I I i SIMP. ( G'_4" SLAB I I I j i THD 14 ( — — I — — -- — — ..._ _...__ '..... I I (2)5THD 14 3'-42' IG-3" 6-3 — r 0 ( 5'-2z =3-5; 2'-8" Z:_G„ F --I---{--� I A I I 51`v1P. LCBGG I I (TYPICAL) POP\ GxG P05T —J C_--J L--__1 243 ! G'-6-4" ! G-G4" 7'-1 14' ZONE: R-2 r 4!`- ^ BJILDERTO VEPIFYAT DIMENSIONS CONSTRUCTION NEEDS O COMPLY WITH 2015 WASH ING1 ON STATE ENEP,GY CODE N SEC) BUILDING TO COMPLY WITH THE IRC 2015 BUILDING CODES PLUMBING TO COMPLY WITH T!1E 7n 1 F I WIMPNA PI I MARIN.. rr)nF _ 8d l6" MW. 1!2" Y. ! C" A-BOLT5 "x3"x GALV. PL. WHR, CENTERS ItJ. OF 2 BCLTS PER PIECE LOCATED NOT MORE THAN 12" FROM ENDS FROM EACH END OF PIECE 4" SOLID DRAIN PIPE GRADED TO DRAIN BY GRAY i?Y ` 4" SOtlD DRAIrJ PIPE GRADED TO DP,AI;J BY GRAVITY 4° D!P.METER PERFOPA?ED NOTES: CRAWL SPACE._VENTILATION 687 S.F./! 50 =4.58 S.F. VENT REQUIRED 4.58l.56 NET FREE AREA VENT 9 ✓ENTS RPQUIR.ED E PPO`✓IDED ALL COrJidECTOR5 IN CONTACT WITH PR5ERVATIVE-TPEADED WOOD NEEDS ?O BE HOT -DIPPED GALV. OR EQUIVALENT. I.5 17" PAPER SIZE --- SCALE IS 118" = P (COPIED @ 100%) 22" x 34" PAPER SIZE --- SCALE IS I /4" = P (COPIED @ 200%) FOUNDATION PLAN MICHAEL LAMBERT RESIDENCE ADDRESS: 5GO4 SUGARL_O_ AP _ PARCEL #: P59088 XR_e_fI D_ # 38_18-00-04 1-0007 FI�AtA/NI RV. 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UR TA:?.L'nA": 2' !.�' �RThS F �TiU4A:_ `:;(..I.^STUN V,�in -!2' SET:VEE.N :VA;� A.ND t1aNJPl.I- i �� ZONE: R-2 BUILDER TO VERIFY ALL DIMENSIONS GONSTRUGTION NEEDS TO COMPLY WITH 20 15 WASFIINGTON STATE ENERGY CODE (WSEC) BUILDING TO GOMPLY WITIi THE IRC 201 5 BUILDING CODES PLUMBING TO COMPLY WITH Tt1E �n I � I InuFnRnn PI I Innr�lnlr rn�F TOP OF GURB ELEVATION 55.46' —�� ROAD 8 l L/ i ;�Of 9� I I" x 17" PAPER SIZE --- SCALE IS I/8" = I' (COPIED @\ 100%) 22" x 34" PAPER SIZE --- SCALE IS I /4" = I' (COPIED @ 200%) REV. # I 06/05/ 19 SECTIONAL DETAILS j MICHAEL LAMBERT RESIDENCE � ADDRESS: 5604 SUGARLOAF I PARCEL #: P59088 - _ nn nSe Anf av_ Qol li`F of tc-rAn nnrc. nGlnall a 1 B'/✓L A - - BWL Crawl Space BWL B BWL 2 BWL I - � -- - _-_ _ 11 SP 26' - I WSP i � � IIQ .I-4'-' � III N 3 8' I� V Ij 2 � Ix I � NSPI '� f � �! I I I 11115P -_ BWL 21,� .�" � - I I� C►� --� - - - ,�.r I I � Garage 9'1F" CEILING r-___- � r-----. I I I I I I I I I I I I I I I I I I I I � I I i I I I I I I I I I II I 4 3 I I I BWL 3 � � � - - `ram - ABWP I�NSP� �3'S2 6� �'" 37'-3" BWL A GARAGE FLOOR m 0 U I I I I I I I I wsP I I -II-�� N5p ABWP 5,� wsP I y-z-�- BWL B BWL I 1 0'_q ' INTERMITTENT SHEATHING BRACED WALL LINES WSP = WSP (WOOD STRUCTUAL PANEL) 6" NAILING ON CENTER EDGE E 12" NAW NG ON CENTER FIELD GB = I/2" GYPSUM BOARD w/ 7" NAIL OR SCREW ON CENTER SPACING FIELD E EDGES WhND CALCULATIONS NUMBERED LETTERED SEISMIC CALCULATIONS I I5 MPH WALL UNES WALL LINES SDS Di NUMBERED LETTERED 2015 IRC Table R602. 10.3(U 201 5 IRC Table R60Z. 103(31 WALL LINES WALL UNES I EXPOSURE CATEGORY I .O I.O 1570P.Y HEIGHT I .OJ I .O ROOF SAVE TO RIDGE HEIGTH 1 .O I .O Ci WALL HEIGHT .95 .95 1 �WALL DEAD LOAD I . JJJ I .O INUMB WIND FACTOR TOTALN� II 24 11.951 I S�OMIC FAIGTOP TOTALOAO I i.;Yl 12. PANELS TOTAL BP.ACED BRACED WIND WITH REQUIRED BRACING BRACED BP.ACED SEISMIC WITH REQUIRED BRACING WALL BRACING WALL LINE REQUIRED FACTOR HOLD BRACING LENGTH WALL BP.ACING 1NALL UNE REQUIRED FACTOR HOLD BRACING LENGTH UNE METHOD SPACING BRACING TOTAL DOWN LENGTH PROVIDED STATUS LINE METHOD LENGTH BRACING TOTAL DOWN LENGTH PROVIDED STATU_5 I I N5P 10.34 4.12 1.24 5.12 30 OY. � I WSP 37.25 I 16.76 i.20 20.12 30 OK I 2 N5P 1034 9.12 I.24 5.12 29 OK 2 N5P 37.25 16.76 1.20 20.12 29 OK 1 3 N5P 17.58 6.65 1.24 2 5.25 25 O!: I 3 N5P 3725 16.76 1.20 2 20.12 25 OK I A N5P 37.25 12.68 ,95 12.0-0 22 OK � A N5P 28.00 12.60 1.20 18.12 22 OY. B N5P 37.25. 12.68 .95 12.04 22 OK I B N5P 28.00 12.60 120 � 15.12' 22 OK I BWL 2 28' BWL 3 BWL A �4'� 115P 4 5 I - 4' ,, �� M�ster Be room 9' CEILING 18� � ti` i-�� u L IA1 0 �� �) I II `�• r BWL B BWL C I I' I 1 k-- 4' N5P N'SP 8 -�- I- - I R � - .- � I R 1 R 1 1 I R � Bedroom f I OGB R 9' CEILING I O' .. I O' �-�-�-- GB Bath �°`m -- �/-- inPn ... �� /v- I I o' /v G1l���I Bath C � Bedroo~�I_------ I 6U FAN=�_______ ® 9'GEILING _ I O cfm I I-� C I 8 GB N � ID (� - -- -- - II 4 t y�ESE /� I �.� / UtAN}f// o' � 3 4 D filV �O cfm Closet �I �--------� I ,/ 18'3 ' I`� � tl `_ _______ I A i r �' Kitchen I I i z VAULTED CEILNG I DIN �� I � -- I �I � � _ 6,3 ------ Q II �_ ___ Living � O `�� `-" --� Dlning I vnuLrED cawG TV °� O � I VAULTED CEI W G I 4 VV ' 4' 3 IL I � ath I� I �. BWL 3 � - - �- -I- ,-- , - -�, - � - I N'8P N5P �� � i 8 I�� 17F ^19T BWL A MAIN F OLOR BWL C INTERMITTENT SHEATHING BRACED WALL. LINES WSP = WSP (WOOD STRUCTUAL PANEL) G" NAILING ON CENTER EDGE B 12" NAILING ON CENTER FIELD " AII,OR SGREN/ ON CENTER SPACING FIELD � EDGES � ��� R c� o � ° �U �= II R 13' 35' 48' BWL I WIND CALCULATIONS NUMBERED LETTERED 115 MPH EIS IC AL LA ON 20151RC Table R602.10.3(I) WALL UNES WALL UNES SDS D; NDMBEP.ED L ERED EXPOSURE CATEGOPY I .O I.O 2015 IRC Table P.602.10.3(3) WALL UNES 1NALL UNES ROOF SAVE TO RIDGE HEIGTH I .O I.O I STORY HEIGHT I .O I .O I WALL HEIGHT ,95 .95 I WALL DEAD LOAD. I .O I .O I NUMBER OF BP.ACE WALL LINES I .3 ) I : O ROOF E CEILING DEAD LOAD I .2. I _? I I WIND FACTOR TOTAL I .2 1 1.241 I SEIAMIC FACTOR TDTAL I. I I _2 I PANELS TOTAL 2A BRACED WIND WITH REQUIPED BRACING BRACED BRACED SEISMIC WITH REQUIRED BRACING N BP.ACING WALL LINE REQUIRED FACTOP. HOLD BRACING LENGTH WALL BRACING WALL LINE REQUIRED FACTOR HOLD BRACING LENGTH E METHOD SPACING BRACING TOTAL DOIVN LENGTH PROVIDED STATUS LINE METHOD LENGTH BRACING TOTAL DOWN LENGTH PROVIDED STATUS I I WSP 13.00 2.45 1.38 3.38 19 OK � I I N5P 37.08 7.42 1.20 8.90 I9 I OK I 12 GB 35.00 I I.00 13g I5.18 20 OK I 12 GB 37.08 11.12 1.20 13.35 20 OK I I3 WSP 35.00 6.25 138 8.63 24 OK � 13 WSP 37.08 7.42 1.20 8.90 24 OK I A WSP � 17.50 3.13 I .gg 4.32 30 OK � I A N5P 37.08 7.42 1.20 8.90 30 OK I B GB I 17.5p 5.75 1.38 7.94 I8 OK I I B GB 37.08 I i.12 1.20 13.35 18 OK I 9 ICI WSP I 19.58 3.48 I .38 4.80 20 OK I I C N5P 37.08 7.42 1.20 8.90 20. OK I 9 of 9 I I " x 17" PAPER SIZE --- SCALE IS I /8" = I ' (COPIED @ 100%) 22" x 34" PAPER SIZE --- SCALE IS I /4" = I ' (COPIED @ 200%a) REV.#2 I O/ 17/ 19 � MAIN � GARAGE FLOORS BRACE LINE PLAN _I ZONE: R-2 MICHAEL LAMBERT RESIDENCE BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH � ADDRESS: 5604 SUGARLOAF 2015 WASHINGTON STATE ENERGY CODE (WSEG) _ BUILDING TO COMPLY WITH THE � PARCEL #: P59088 PLUMBING TO COMPLY WITH THE I XRefl D # 38 18-00-04 I -0007 20 15 UNIFORM PLUMBING CODE I DP.AWN BY: BRUCE RUSTAD DATE: 05/09/ 19