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BLD2018-1358v 4 of E Mod CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 /C. 189 STATUS: ISSUED 10/18/2019 Permit #: BLD20181358 BUILDING PERMIT Expiration Date: 10/18/2020 Project Address: 8304 184TH ST SW, EDMONDS Parcel No: 27041800106100 WIOwN'_v%' APPLICANT CONTRACTOR MA-1 THEW GRISAFI / 3AYME HELLER MARK PARKER ARCHITECTS MACCOY HOME SOLUTIONS LLC 8304 184TH ST SW 1115 N 40TH ST C/O AARON MACCOY EDMONDS, WA 98026 SEATTLE, WA 98103 5633 172ND PL SW LYNNWOOD, WA 98037 (610)888-4742 (206)547-7933 (206)271-2204 LICENSE #: maccohs8671z EXP:07/12/2020 now �' 1 t CONVERT EXISTING GARA GE TO NEW BEDROOM SUITE WITH BATHROOM AND KITCHEN. PLUMBING AND MECHANICAL INCLUDED. VALUATION: $22,176 PERMIT TYPE: Residential PERMIT GROUP:,04 . Alteration/Remodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: R-3 OCCUPANT LOAD: FENCE: 0 X 0 FT. CODE: 2015 IRC OTHER: ------- OTHER DESC: ZONE: NUMBER OF STORIES: I VESTED DATE: NUMBER OF DWELLING UNITS: 1 LOT #: BASEMENT: 0 1ST FLOOR: 1790 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 304 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 304 DECK: 460 OTHER: 0 3RD FLOOR: 0 GARAGE: -304 DECK: 328 OTHER: 0 BEDROOMS:2 BATHROOMS:2 BEDROOMS:I BATHROOMS:I REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMENS COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. wlffiz 'mrmnfj Signa"A Font Name Date / Released By Date ATTENTION A ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. be = FIRE = APPLICANT = ASSESSOR a CrrY STATUS: ISSUED BLD2018135i • Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Maximum Height 25 feet. The agent/contractor shall set up the equipment; establish the datum point and the point of average grade. Call for inspection to verify. These items must be consistent with the approved plan. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximumheight pemutted for the zone an elevation survey is required. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all othertimes the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this pemvt. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Plumb Ground Work • B-Plumb Rough In • B-Ex4erior Wall Sheathing • B-Roof Sheathing • B-Framing • B-WallInsulation/Caulk • B-SheetrockNail • B-Building Final BUILDING PERMIT APPLICATION Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where the work is taking place) Job Site Address: 8304 184th St SW Parcel: 27041800106100 Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: Matt Grisafi, Kate Heller Mailing Address 8304 184th St. SW City/State/Zip: Edmonds WA 98026 Phone #: 610.888.4742 Email: mattgrisafi@gmail.com OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? ❑ Yes ONO I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of applicant: Mark Parker Architects Mailing Address: 1115 N 40th St. City/State/Zip: Seattle, WA 98103 Phone #: 206.547.7933 E-mail: mark@markparkerarchitects.com GENERAL CONTRACTOR: (If different from applicant) mall c 1{ou SAV11DnS? L1rC General Contractor: Rr•@$}t� • Mailing Address: � L V%VLW©tA AQgo3j City/State/Zip: � , Phone#: E-mail: hti�cca�j aiY6�jUtVtla�►a ��ct+t-Gr>wl WA STATE CONTRACTOR L & 1 # (CCB) & EXPIRATION DATE: -lip * I r l .o IGa 71 P-1Sao MA&COkiS9IJ'7 LZ 1 1 f CITY OF EDMONDS BUSINESS LICENSE #: Office Use Only TYPE OF ❑ Accessory Structure/ Detached Garage Details on Page ❑ Addition ❑ Demolition ❑ Mechanical ❑ New Single Family / Duplex ❑ Plumbing ❑ Fire Sprinkler N Remodel ❑ New Commercial/ Mixed Use ❑ Re -Roof ❑ Signs ❑ Tank ❑Tenant Improvement ❑ Other Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicateh on this application. Valuation: �/ �oi �U a�— PROPOSED NEW SQUARE•• •' THIS APPLICATION Basement sq ft: Finished ❑ Unfinished ❑ 1st Floor, sq ft: 2nd Floor, sq ft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: 304 sf converted to new living area PROJECT• Convert existing garage to new bedroom suite go stw9t4tow 644 I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: Mark Parker Signature: %e� AaAA 1 Date 10.8.18 GENERAL • ! DATA Occupancy Group(s): Occupant Load(s): Type(s) of Construction: Fire Sprinklers: Yes ❑ No ❑ WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet EQUIPMENTMECHANICAL • .'-. BTUs Gas / Elec / Other Qty A/C Unit /Compressor Air Handler /VAV Boiler Dryer Duct f Exhaust Fans elec. 2 Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: elec. wall 2 heater COUNTSPLUMBING FIXTURE • .. . City Qty Clothes Washer Tub/ Showers Dishwasher Backfiow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater - Tankless? Y oioN Hydronic Heat Water Service Line Sinks 2 Other: Toilets Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs Qty BTUs Qty A/C Unit Outdoor BBQ/ Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: MEDICAL,COUNTS Relocated . .. . Qty QtY Carbon Dioxide Nitrous Oxide Helium Oxygen Medical Air Other: Medical - Surgical Vacuum Other: DEMOLITION Type of structure to be demolished: Square footage of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required © Conditional Waiver ❑ Waiver El lklliiiiiiii� Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ GRADE/FILL/EXCAVATE Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes ❑ No ❑ GENERAL•• • APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. BLD20181358 (PT -LIVE) - PermitTrax by Bitco Software Page 1 of 1 w 6. BUILDING PERMIT PERMIT #: BLD20181358 G PROP OWNER: MATTHEW GRISAFI / JAY... STATUS: APPLIED LOCATION: 8304 184TH ST SW, EDMONDS Q APPLIED: 10/17/2018 Y . WORK DESC: CONVERT EXISTING GARA... 0 BALANCE: $330.50 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... u 04 - ALTERATION/REMODEL FEES v"OZ/I ti ZZ '-�6 Add Fee Summary TOTAL FEES: 0 TOTAL BALANCE DUE: $330.50 EDIT FEE ID DATE FEE TYPE FEE DESCRIPTION 200 10/17/2018 S X-Technology Fee 215 10/10/2019 S B-Building Permit Fee �7 215B 11/08/2018 S B-Plumbing Permit Fee 215C 11/08/2018 S B-Mechanical Permit Fee 220 10/17/2018 S B-Building Plan Review F 430 10/10/2019 S B-State Building Code S.. 6 -- F—,"t s t;1A FEE AMO... PAID BAL DUE $35.00 $0.00 $35.00 $469.00 $0.00 $469.00 T� $88.00 $0.00 $88.00 cin—O)o $0.00 $60.00 W4-9A- ($642.00) ($328.00) $6.50 $0.00 $6.50 Zoa�ea http://edmsvr-permitIPermitTraxIModule_PermitsIPermits_Permit/Permit Fees.aspx?CO... 10/10/2019 BLD20181358 (PT -LIVE) - PermitTrax by Bitco Software Page 1 of 1 Q BUILDING PERMIT PERMIT #: BLD20181358 O PROP OWNER: MATTHEW GRISAFI / JAY... STATUS: APPLIED Q LOCATION: 8304 184TH ST SW, EDMONDS Q APPLIED: 10/17/2018 Q WORK DESC: CONVERT EXISTING GARA... 0 BALANCE: $591.50 SCREENS: I Select Screen... V FUNCTIONS: Select Permit Function... V 04 - ALTERATION/REMODEL FEES Add Fee Summary TOTAL FEES: $1,233.50 TOTAL BALANCE DUE: $591.50 EDIT FEE ID DATE FEE TYPE FEE DESCRIPTION FEE AMO... PAID BAL DUE e 200 10/17/2018 S X-Technology Fee $35.00 $0.00 $35.00 4p 215 10/17/2018 S < B-Building Permit Fee $610.00 $0.00 $610.00 215B 11/08/2018 S B-Plumbing Permit Fee $88.00 $0.00 $88.00 215C 11/08/2018 S B-Mechanical Permit Fee $60.00 $0.00 $60.00 220 10/17/2018 S B-Building Plan Review F... $434.00 ((=$642-0:�O) ($208.00) 430 10/17/2018 S B-State Building Code S... $6.50 $0.00 $6.50 I C.d,vt ay. ( 7, prkw+ http://edmsvr-permitIPermitTraxIModule_PermitsIPermits_PermitIPermit Fees.aspx?CO... 10/10/2019 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON -SITE UTILITIES. REL OCATIONIREVISION TO ANY UTILITIES MAY REQUIRE SEPARATE PERMIT. Q ,�v PROPERTY n OF ADJOINING PARCEL N +98.83' POINT A EXIST. WOOD FENGE M EXIST. PAVERS +98.83' POINT G Applicant shall mp&/►epW08 all da "18ge to uftes or frontage improvements Im City Vht-of-� per oltY standards that is caused or ours durkv the permltd project. CENTERLINE OF ROW 154TH ST. SW (OLYMPIG ST SW) 0 ASPHALT TREE TO REMAIN FRONT YARD SET15AGK EXISTING HOUSE. FLOOR LINE "Nothing in this permit approval prooess shall be interpreted as allowing or pe� lltl. maintenance of any currently orAwconforminor un sbucWt she condiddh wW& is outside the =.-"t WhCatim, regardless of whether such m or condition is shown on the drawing.site Plah Or Such buildup structure or ��w�� ti be the subject of a separate UT ILsirifd'rc�ction.s EDGE OF R.O.W. PAVEMENT PROPERTY LINE OF ADJOINW6 77ROEI EXIST. WOOD FENCE +98.83' Powr e HEIGHT CALCULATION A= 98.83 G= 98.83 D= 98.17 AVERAGE GRADE= 98./7 MAXIMUM HT. = [Z3_67 OWNEWkNTRACTOR IS RESPONSIBLE Id-22„ FOR EROSION CONTROL AND DAMAGE EXIST PATIO Ili z W LU z w o w ZO' REAR YARD SET�)A(K TREES TO REMAIN PROPERTY LINE �o8' NOTE: PROPERTY LINE DIMENSIONS PER SNOHOM ISH 60. ASSESSOR MAP +9817' POINT D IMPERVIOUS (OVERAGE NO CHANGE PROPOSED EXIST. HOUSE: 2-094 SF EXIST. SHED_ ZOO SF CONCRETE PATIO_ 40 SF WALKWAYS: I G8 SF ASPHALT PAVING: 2-5/8 SF TOTAL_ 5490 SF LOT COVERAGE LOT AREA= 13,600 SF EXIST_ HOUSE & GARAGE_ Zo 4 SF DECK ABOVE '%o"= 3OO SF SHED= ZOO SF TOTAL LOT (OVERAGE= 1-594 SF 19% Anoli ',tn+ laevisc-uL RESUB -b r)f,,w scope o`� OCT 0 1 2019 warK, BUILDING DEAA m GRISAFI RESIDENCE REMODEL & ADDITION9�v" 8304 184TH 6T 6W PR VED�Y LANNING • �■ s EDMONDS WA 95O PARCEL # 2704I800I06I00 �� APPR�OVED BY ENGINEERING A Ly-=2 Date: I 210 -/ l = Zone �-S 10 Corner Flag Setbacks Required Actual Front --- Sides Rear A Q, Oth-� '— Of EDMONDSNT L NOV 3 0 ZU18 BUILDING DEPARTMENT CITY OF EDMONDS yvC- Vf VIitW •GG'V6 ViIYVI•L-1IwYlw / "• -LWGG{ . fY_..1PLC 1,Kikywv* - - iG�Rk�.2� � -QUY �•�mr-�- S��7NNi1•tssim'!`" .- .- - - - - .- _ _ , . t _ �tNi.tn�f .a r of a re; bc- il'of t�t�SU-cfih wgii - - Elimiylkfe-ale.. fapnl jvrmj -f burw WAtIs, b�fo on >ovf-4 _ hv' s,- .insik .ki telm I ks- _ �vr �f rte�rs cad .Widaws 04 -e .s �o-VA WAIT fi l-h-x-AZlAjJo"y-V' mj-"-lvvtstC .l t 64 . r,�tj ` Ga�v o..v I I _ ... a :-hi- waP,tc -tw clay - %vlir wwGz aE pz� { _rhA^ t ov for ovly h�1I�,G -Vela Us cm copy CIS 1' OF EDtdIONDS Matt Grisafi, Kate Heller 8304180 St. SW Edmonds WA 98026 October 15, 2018 City of Edmonds Development Services Department 1215th Ave N Edmonds, WA 98020 Re: Proposed bedroom suite, 8304 1841h St. SW Edmonds WA 98026, Parcel # 27041800106100 To whom it may concern, RECEIVED OCT 17 2018 BU LDING We are the property owners of 8304184th St. SW and wish to converting our existing garage into a bedroom suite, for a family member. We have reviewed the requirements for accessory dwellings units and do not wish to pursue that option. We are aware that the proposed project does not create a legal accessory dwelling unit and are requesting that you review our proposal with this is mind. Sincerely, Matt G isafi, Kat Heller °F ED 0 STATEMENT ON ACCESSORY DWELLING UNITS DEVELOPMENT SERVICES DEPARTMENT 1.1='sr 199 p 121 5'h Avenue N, Edmonds, WA 98020 Phone 425.771.0220 Q Fax 425.771.0221 Property Address (Street, City, State, Zip): 8304184M St SW Edmonds, WA 98026 Parcel #: 27041800106100 SCANNED DEC 0 4 2018 I have read the requirements for Accessory Dwelling Units contained in Chapter 20.21 of the Edmonds Community Development Code (ECDC) and understand that an Accessory Dwelling Unit (ADU) as defined in ECDC Section 21.05.015 is prohibited until the required ADU permit(s) are approved and any required inspections are finalized. I also understand that an ADU permit cannot be approved unless all the criteria in Chapter 20.21 are met, and all the necessary items are submitted, including an affidavit of occupancy and a covenant to be filed with the Snohomish County regarding the regulations imposed on ADUs. I am not requesting to establish an Accessory Dwelling Unit on my property as part of the subject building permit application (File No. 2018-1358), and I will obtain all applicable ADU permits if I choose to establish an ADU in the future prior to establishing such ADU. I understand that the city's review of the subject building permit application does not imply any future approval of an ADU. I declare under penalty of perjury laws that the above information is true, correct and complete, and that I am the owner of the above described property. Print Name: Matthew Grisafi and Jayme K. Heller Signature: Revised on 712312013 ADUStatement 2018-1358 Date: 11 /27/18 RESUB NOV 3 0 2018 age 1 of 1 as s RECEIVED OCT 17 2018 BUILDING STRUCTURAL CALCULATIONS for the Grisafi Residential Remodel- 8304 184th Street SW Edmonds, Washington 98026 Q for Mark,Parker Architects PLLC 1115 N. 40th Street Seattle, WA 98103 (206) 547-7933 Joy N. Naganuma, P.E., S.E. Consulting Structural Engineer 513 N. 77th St. Seattle, WA 98103 (206) 789-7632 Crry COPY (-I�a�Ik-13 St 10110116 vs- 6,0J4 44, +� 1 1 .alir�irar r eQCf r� a 13ob m-17 4, -,� a) 8� ?,.J'l pl<�oz,wlt Y 3 ,51 " M --Ilea 40L 3 Y,6 117t_ Cvl/A,4.6 or V1 < CIDOA-.1 9 til ,% 0:'f4 j: y > LAZJO = 0'(06 "�a si" �� fix- � � 1✓ - �,�� 0,461, �a. Lac=(�,?.�' I 6r R awl - _ - - - /p i/ha - R :r �IrY t1 �l Il; �faI cd 0.0�%'YJ�/ _ '! 4 ♦ ti ai 17 0,08 ��,� ?�, �ln �a„}t•��, � V "' .. A.+}[.�.ji3 it ':}� +y�+rrt,�� �,+�� ` ! 'f �� � � � f r'v+�r/ •,1(.♦ t { i. gy�,'�j�t_"ie♦ '!'r�iey`J�"� ass`^'.�L'-AT.e y�"s.i.,1`�. + F. t��a...l4L�. ��]ifY':s�i 'vi ,i„-.f ��� �• - I pe Profile !25 - — 0 0 mRas 0,21 miles 0.41 mass 0.e2 faites O.a2 MOM 1.03 MMS_ b y - el j 1p rid— ZM r y - .t� •"-grGZ"�j� r ,• � �J,, ail.^ '''•'`", . , 4,1S H;qh 364'e Gt80mj, 1, r yf 1ti HILW i f Path Profile 200 a 0 mks 0.2S ftft D.49 owl" 0.74 mir" 0.92 mans 1.23 mi!a - Dlst&noo c oe Maximum Span Calculator for Wood Joists ... https://www.awc.org/codes-standards/calcula... Home Education I Membership News FAQs I About Us Members: Login I Register tube ® M� RESUB i l NOV 3 0 2010 BUILDING DEPARTMENT 414 Wg AMERICAN WOOD COUNCIL CITY OFEDMONDS kv CODES & STANDARDS Seard ENVIRONMENTAL REGULATION SUSTAINABILITY I PUBLIC POLICY Publications I Calculators & Software I Building Codes I Fire Safety Span Tables I Decks I Weights and Measurement Codes & Standards > Calculators & Software > Maximum Span Calculator for Wood Joists and Rafters 1 of 3 11/28/2018, 9:34 AM ,, Maximum. Span Calculator for Wood Joists ... https://www.awc.org/codes-standards/calcula... Species Hem -Fir Size 11 2x10 Grade No.2 Member Type Floor Joists Deflection Limit L/360 Spacing (in) Exterior Exposure 16 Wet service conditions? Yes Incised lumber? Yes Live Load (psi) 1160 Dead Load (ps0. 10 Calculate Maximum Horizontal Span ] Go to Span Options Calculator for Wood Joists & Rafters ] LIMITS OF USE I _ HELP RESTART__] Span Calculator for Wood Joists and Rafters available for the Whone. Span Calculator for Wood Joists and Rafters also available for the Android OS. The Maximum Horizontal Span is: 11 ft. 6 in. with a minimum bearing length of 1.31 in. required at each end of the member. Property Value ISpecies IHem-Fir Grade No. 2 Size 2x10 Modulus of Elasticity (E) 1111500 nsi 2 of 3 11/28/2018, 9:34 AM STRUCTURAL NOTES 600E g=l EM NTS: All new design and construction shall conform to the requirements of the International Building Code (IBC), 2015 edition, and the City of Edmonds Building Code modifications. DESIGN LOADS: In addition to the dead loads, the following were used for design: Roof Live Load: 25 ps f (Snow) Allowable Soil Pressure: 1500 psf Assumed F 1NA RATION: Footings shall bear on firm, undisturbed earth at least I$" below adjacent finished grade. Footing depths and elevations shown on plans or in details are minimum and are for guidance only. Actual elevations of footings must be established by the Contractor in the field. INSPECTION: All concrete reinforcing shall be inspected and approved by the Building Department before pouring concrete. All eL beams shall be inspected by the Building Department prior to erection. Contractor shall coordinate with the $uilding Department for all Building Department required inspections. NOTES TO CONTRACTOR: Contractor shall be responsible for all safety precautions, and the methods, techniques, and sequences or procedures required to perform the work. Contractor shall provide bracing and shoring as required until all permanent connections and stiffenings have been installed. Do not scale drawings. Use only written dimensions. Contractor shall verify dimensions and conditions for compatibility and shall notify Architect of any discrepancies prior to fabrication and construction. The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the Architect. Contractor -initiated changes shall be submitted in writing to the Architect prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. T :.: Concrete work shalI conform to al requirements of IBG-Ghapter 19 and AGI 301 Concrete shalI attain a 25rday strength of f'c = 2,500 psi and mix shall contain not less than 5.5 sacks of cement per cubic yard and shall be proportioned to produce a slump of 5" or less REINFORGINO STD: Al I reinforcing steel shal I be in accordance with ASTM A615, Grade 40, (fy = 40,000 psi) for deformed bars and ASTM A-155, (fy = 0,000 psi) for smooth welded wire fabric (WWF), unless otherwise noted. WWF shall be in sheet form, rolls are not acceptable. Bars in slabs and footings shall be supported on well -cured concrete blocks or approved metal chairs as specified by the GRSI Manual of Standard Practice. Reinforcing steel shall be detailed in accordance with the AGI 315 and A61 315, Lap all continuous reinforcement and corner bars 3O bar diameters or V-O' minimum Lap adjacent mats of WWF a minimum of S" at sides and ends. Reinforcing steel shall have protection as follows: Footings & surfaces formed against earth .............. 3" Formed surfaces in contact with earth ..................... 2" Beams, columns, & surfaces exposed to weather_.__.I-I/2" Slabs & interior face of wal Is_.____ ............................ 3/4" STEEL MATERIALS: Structural steel fabrication and erection shall be, in accordance with the latest edition of AISG and A5TM specifications. Structural Steel.__............................................................A5TM A 36, Fy = 36 k s i Structural bolts................................................................ASTM A 307, Grade B Anchor bolts & Threaded rods ........................ASTM A 307, grade G; or FI554, Grade 36; or A36 NON -SHRINK C-f4fr: Non -shrink grout shall be an approved non -shrink cementitious grout containing natural aggregates delivered to the jobsite in factory prepackaged containers requiring only the addition of water. Minimum 28-day compressive strength shall be 4000 psi. Grout shall be Master Builder's "Mosterflow 9ZV' orSikas "Sika6rout 212-p. Grout shall be mixed, applied, and cured in strict accordance with the manufacturer's instructions. EXPANSION BOLTS: Acceptable drilled in concrete anchors, of size, number, and spacing as shown on the drawing, shall be as follows: Simpson 'TORQ-GUr-0 Anchor or Simpson 'Strong -bolt 2-0 Anchor., ADHESIVE ANCNORS: Acceptable adhesive anchors in concrete, of size, nuinber, and spacing as shown on the drawing, shall be as follows: ASTM A307 threaded anchor rods with Simpson "SET-XP' Anchoring Adhesive. SAWN STRIYTLIRAL LUMBER: All structural lumber shall be seasoned lumber with a maximum moisture content of I97. and shall conform to the following minimum grades in accordance with-WGLIB standard grading rules: Joists, Wal I. Studs & Plates ..... _...... .... . Doug -fir #2 or better $earns & Posts ................................. Doug -Fir #2 or better All other lumber ......... _ ...................Doug -Fir #2 or better All wood framing details not shown otherwise shall be constructed to the minimum standards of the IBC. Unless otherwise shown, use IBC Table 2304.10.1 Fastening Schedule. All nails shall be common. All nails in_.treated lumber shall be galvanized or stainless steel. Bolt heads and nuts bearing against wood to be provided with malleable iron washers except on sill plates use cut washers. All wood, including sheathing, bearing on or installed within I" of masonry or concrete or within 6" of earth to be treated with an approved preservative. All wood exposed to weather shall be treated with an approved preservative. Provide 2 layers of asphalt impregnated building paper between untreated wood framing and concrete or masonry. See IBC Section 2304 for more specific requirements. All new stud load -bearing walls, unless otherwise noted, shall be a minimum of 2 x 4 @ 16" oc at interior walls, 2 x 6 ® 24' oc at exterior walls supporting roofs only, and 2 x 6 ® 160 oc at exterior walls supporting one or more floors. Provide double cripple stud at all wall openings wider than 4'-04. Minimum header at door and window openings shall be (2) 20. Solid blocking for wood posts shall be provided through floors to supports below. Provide continuous solid blocking at mid -height of all stud walls over S'-0' in height. Minimum sill bolts to be 5/6" diameter anchor bolts at 32" o.c. with 76 minimum embedment into concrete below. Solid blocking of not less than 2" nominal thickness shall be provided at ends and at all supports of joists and rafters. All metal framing anchors and connectors shall be "Strong Tie Connectors" as manufactured by Simpson Company. All joists shall be connected to flush beams with '110 series joist hangers. All double joists shall be connected to flush beams with "HlY" series joist hangers. All shims shall be seasoned, dried , and same grade as members connected. All 4x beams and 6L beams shall be supported by a minimum of (2) wall studs unless otherwise noted. All connectors at eL beams and posts shall be made by Simpson Company. 6U E- AMINATFD LIMBER W: All eL beams exposed to weather shall be treated with an approved preservative. All CL beams shall be fabricated in conformance with ASTM and AITG standards in a city of Seattle certified plant. Each member shall bear an AITG identification mark and shall be accompanied by an AITG certificate of conformance. These certificates shall be made available to Building Inspectors. City inspection is required prior to covering glue -laminated members. All eL beams shall be Douglas Fir / Hem Fir combinations conforming to W-I.7E: Fb='2ff00 psi, Fv = 190 psi minimum Camber all 6L beams to 2,000 foot radius, unless noted otherwise. [Obtain Eiectrica9 Permit frownte Labor & Industries ALL WORK SUBJECT TO FIELD INSPECTION FOR _INSPECTION COMPLIANCE ENERGY NOTES 1- PROJECT TO COMPLY WITH PERSCRIPTIVE REQUIREMENTS OF THE W15 WASHINGTON STATE ENERGY GORE RESIDENTIAL PROVISIONS, CLIMATE ZONE 46. 2: FENESTRATION MAXIMUM U-VALUE =0.28, SKYLIGHTS U=.50 3. CEILINGS SHALL BE INSULATED TO MINIMUM RA9, SINGLE RAFTER OR JOIST VAULTED CEILINGS R38. PROVIDE PAVE BAFFLES IN VENTED ATTIC PER SECTION RAOZ.2.3. 4. WALLS SHALL 15E INSULATED TO MINIMUM 921. 5. HEADERS SHALL 15E INSULATED TO MINIMUM RIO. 6. FLOORS SHALL BE INSULATED TO MINIMUM R38, AND IN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR. T BUILDING THERMAL ENVELOPE INSTALLATION PER TABLE R4MA 1.1 S. IREGESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE SHALL BE IG RATED AND HAVE AN AIR LEAKAGE RATE AS SPECIFIED PER SECTION R407.4.4. 9. PROVIDE MECHANICAL VENTILATION PER SECTION R403.5. PROVIDE SOURCE SPECIFIC INTERMITTENTLY OPERATING VENTILATION IN NEW BATHROOMS AND LAUNDRY (50 GEM). 10. EXTERIOR WALL CAVITIES EXPOSED DURING CONSTRUCTION SHALL BE FULLY INSULATED TO THE LEVELS OF THE SURROUNDING COMPONENT, (2X4 FRAMING R15, 2X(, FRAMING R21). II. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPER 12. ACCESS DOORS FROM CONDITIONED SPACES TO UNGONPITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON SURROUNDING SURFACES PER SECTION R40Z.2.4. 0. MECHANICAL SYSTEM PER SECTION R403, (ELECTRIC RESISTANCE HEATERS). 14. PROVIDE AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR EACH SEPERATE HEATING AND COOLING SYSTEM PER SECTION R403.1.1. 15. MECHANICAL PIPING INSULATION PER SECTION R403.3 AND RAO3A- 16. ELECTRICAL POWER AND LIGHTING PER SECTION R404. 17. APPITIONAL ENERGY FFFICENGY RE6?UIREv1ENT: SMALL DWELLING UNIT, 0.5 POINTS REgJIREP, COMPLIANCE OPTION IA, (FENESTRATIONS INCREASE TO U=0.25, FLOORS INSLLATED TO R35). I CCi[iy�of Edmonds Building ij epanmentt }dLiEi �@jEL ®■s/E PLANi 1 � ( 11 �'sJ PROJECT NOTES PROJECT NAME: GRISAFI RESIDENCE REMODEL PROJECT SCOPE: CONVERT EXISTING GARAGE TO NEW BEDROOM SUITE, «icrs;,( PROJECT ADDRESS: 5304 154TH ST. SW EDMONDS WA 98026 PROJECT OWNER: MATT AND KATE GRISAFI 8304 1,54TH ST. SW EDMONDS. WA 5WU ARCHITECT: MARK PARKER ARCHITECTS PLUG 1115 NORTH 40TH ST. SEATTLE, WA 95103 20(-.547.7933 CONTRACTOR: MnuoY ttoNE Sol-v11o; 5133172141D-VL SW 1-1'14t4Woob,V1A R$o37 Zoo-Z71- " PARCEL NUMBER: 270419,00106100 LEGAL DESCRIPTION: SEG IS TWP 27 RC-;E OART45A-25) WI/2 FDT ALL TH PTN NI/2 NWI/4SW1/4 NEI/4 DAF BEG AT NW COR SD SUB TH E 267.5FT TO TPB TH E 133FT 91N TH 5331b5FT M/L TO S LN SD SUB TH W 1331`T 91N TH N 331.68FT M/L TO POB EXC S 1 13OFTTHOF ZONING: RS 10 LOT SIZE: 13,600 SF LOT COVERAC E: 357. MAX. ALLOWED 2594 Sr 199 PROPOSED AREAS: RESIDENCE 2054 SF (304 SF CONVERTED TO LIVING) EXIST. SHED 20O Sr PECK ABOVE V' 300 SF PECK BELOW 36" 604 SF CONCRETE PATIO 460 SF WALKWAYS 165 Sr ASPHALT PAVING 2568 SF IMPERVIOUS AREA: NO CHANGE PROPOSED CONSTRUCTION TYPE: V-15 OCCUPANCY GROUP: R3-SINGLE FAMILY RESIDENTIAL GENERAL NOTES I. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPEGIFIGATIONS, AND THE INTERNATIONAL RESIDENTIAL GORE (IRO) 2015 ADDITION. 2, GGNTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES ANP CONDITIONS PRIOR. TO CONSTRUCTION. 3. DO NOT SCALE DRAWINGS. 4. ALL DIMENSIONS TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES AND SEQUENCES REQUIRE FOR COMPLETION OF THE WORK.. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAIL SHOWN, SIMILAR DETAIL OF GONSTRUGTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. 7. SMOKE ALARMS SHALL COMPLY W/NFPA 72 & LISTED WAL217. COMBINATION ALARMS SHALL M LISTED WAL 2.17 & U_2034. ALARMS SHALL BE INTERCONNECTED ALARMS SHALL BE HARDWIRED WITH BATTERY BACKU'. RESUpud &Cpe oc- U)"k OCT o t tots Cam, copy BUIIDiN pARmgENT C APPROVED DATE: BLDG. OFFICIAL: z O LU I- U 0 Z W _ Ln Q LU _ N a00 z M 0 O (7 CO W O U J J IL H W W ~ LU N � Un (y) a � O O O W O M a C. O J n Y z � ,�-, Q 'D U0 O RECEIVED OCT 17 2018 BUILDING 1 10/16/2018 1 PERMIT NUMBER V%� fg,BY PLANNING r/& /6 Al +/- 46=8" EXISTING • TYPICAL EXTERIOR WALL EXISITNO 2X4 @ 16" O.G. WALL FRAMING WITH 1/2' EXTERIOR SHEATHING, 6UILDING ffIXTUREIAPPLIANCEIPOOR SCHEDULE PAPER, AND SIDING. I. 6ATHROOM DOOR 24, X Sd' A • NEW 2X FURRING TO 5-I/2" 2. SINK VANITY V, X 22" 5-1/V RZI GATT INSLLATION 3. SHOWER EASE 60' X 3d' • 13HEARWAIL SHEATHING PER STRUCTURAL 4. REFRIGERATOR 22" X V, 2 ® O • I/2" GYPSUM 15OARD 5. GOIMPAGT OVEN 2d' X 24, N 6. SINK W, X 22" 2' 6" �j TYPICAL INTERIOR WALL GONSTRUGTION 7. EXTERIOR DOOR 9V' X Sd' X 1 2X4 @, W' OG. WALL FRAMING 25'bP N = �i v I/2" GYP. bD. 60rM SIDES S. UNDER -COUNTER 2 w X WASHER/DRYER X33" Mr. �S r ® �= 7 p p TYPICAL FLOOR 9. 13$aIN WARDR06E 6d' X 28" ¢ 6FDROGM I1�1 FINISHED FLOORING Z `4 SUITE • 3/4" T&v PLYWOOD SHEATHING 10. COUNTER 6d' X W x x .� - X . 2X P.T. flZALMING 16" O.G., SET ONJILDING PAPER STRIPS II N(aN SWIVEL) 33" WIDE ¢ v ® w {R38 RIGID INSULATION, SET INSULATION TIGHT TO FLOOR SHEATHING. 17 RANGE HOOD MIN. 100 CFM r �_ > • EXISTING CONCRETE SLAf5 ' FJ.ficm IC E TYPICAL DECK CONSTRUCTION NOTES 1NO OARA(�E %`� +' o DOIORII REMOVE DOOR o'`�a NEW RIDGE VENT, PROVIDE I. MAX. STAIR RISER NOT GREATER THAN' 7.75", MIN. TREAD 50 CPM /�o y,` pY (2)16d TOENAILS @ IN p% VENT HOLES TO MATCH DEPTH Id'. II EXHAUST FAN �Mayy PERMANENTLY STOP TRACK & EACH ROOF JOIST�,vIP' v 15IRP PLOCKING ell 2. PROVI� 1-1/2' PIA. HANDRAIL @ ANY STAIRWAY WITH FOUR L M° DOOR INTO OPENING (+� 24' OG.) Z\ OR MORE RISERS, 36' A$OVE TREAD NOSING, HANDRAIL SHAM ] tv .00 o R-3O GATT INSULATION. 13E CONTINUOUS AND RETURN OR TERMINATE IN A NEWEL 2 ,3 �� MAINTAIN MIN. I" AIR POST OR SAFETY TERMINAL. HEADER N 2X6@16" O.G. FRAMING \' � SPACE. I 3. STAIRWAY ILLUMINATION SHALL 6E HARDWIRE'D. o L I 3 'uv5 W/R 21 15ATT o K w 'b Iw ✓^u+n Mec� 4. PLANTER PDXES SHALL PE WOOD FRAMED, 20' APOVE N � ? C � 0 � INSLLATION, & I/V' GYP. Y 7mi ADJACENT DECK SURFACE. ep Iti �i b W. UNBLOCKED. ATTACH t�pl P.0 GYP. BD. W/5d COOLER 5/6' GYPSUM BOARD VERIFY PLACEMENT u�i NAILS (0,W' X 15/S" ON 2X4 VAULTED I. ALARMS SHALL BE HARDWIRED & OF WINDOW W/ LONG 15/64" HEAD) 0 (LING J015T @ 16" Z INTERCONNECTED SO AN ALARM SOUNDING INTERFERENCE W/ 3'-k" 3d W%d L�OARD NAIL O Lu ON ANY DEVICE WILL CAUSE OTHER ALARMS CLR. (0086" X I�/S" LONG U EXISTING DOWNSPOUT tK IXISTING WOOD BEAIM LSHALL SE TO SOUND PER IRO R314,4 MIN. X 91- 2V HEAD) OR (NO DRYWALL) VIDE MINIMUM 22" CLEAR ACCESS TO 0.12d' NAIL X I-11VLONO MIN, 1516' HEAP Z R. v @ 4 O.G. @ PANEL TYP. EXTERIOR WALL W � _ SHOWER DOOR I5 PROVIDED, DOOR VERIFY SWING OUTWARD. EXISTING & EDGES. TYPICAL FLOOR PROVIDE NEW Q 5/S" EXP. BOLT @ W = SMOKE LIVING ROOM AS 32" OG. LL INDVE EXISTING! REQUIRED ~ D W/NEW oo VERIFY EXISTING & I H 0 N NDETWEGT AsCARREIRED O A OM oo �15UILDIN6 SECTION �WILDINQ SECTION C9 co w m G WAIL. NEW 3- GLB aN O CENTERLINE OF RAFTER BAY 4PX4 P& SON LAUND Y (ALIGNS +/- WITH CENTER OF SINK) I u Ap J I I L I I + TEMPERED a 13-2 I I I I I I TTeLAZING � I I I I I I- u, I I I I W 2dx2d GA I I e W W II II II II II ' / IN WAY II eESTER oI�I � Lu IFAn"I YI iRDOM I I I I I I I a _ I II+ILfOOd EXPOSED I IRoor LET( @ \ O zo I I I I I I I I RAFTERS ABOVEI I TOP ALL \ / Q= •--1 Z II 11 15'-a' I I II II IRS) c) co ALL REMOVED &NEW DD W g I I I& S INST NEW I I I I RP Y= Q M z II II3-1/a X 12 ONTINUaus I I I (2) 36 voaRs M 4X4 P +/- SON POST G a o J � TYPICAL SMnVERIfy FAMILY ROOM SOUTt1 WALL ELEVATION Y z � b W P. N� CA PROVIDE NEW NSMOKE CI&bj 3/S"=1'-d' a ,�I Q l0 en IWa � DETECTOR AS REQUIRED .-1 LLJ O PPER DECK STEP LOUVER DECK MATCH WINDOW TRIM & a + a $ +9929Z' NEW CONTINUOUS RIDGE BEVEL SIDING W/EXISTING I0/16/I8 PERMIT SUBMITTAL i = I VENT 7 (4)NEW SKYLle_V S 2'-d' X V-S" W/ 2'-O" 2=d' X 1'4' ok �a• y 44' X 3'-d' X 2'-d' TEMPERED OPAQUE GLAZING f+£p,•o ,�Fy�5' fie, SLIDERS AWNING pttA 0VALVT PLANTER b PLANT _ _ ALIGN BENCH I aPLANTER / - 3'-4" X 3'-6" - ' WINDOW - - - III rN� SLIDER �/ b WM�� TING 71� �� RE$UB NOV 3 0 2013 ILDING a DECK @ EXIST. GRADE EXIST. CONG. PATIO + 7BUCITYOF DMONDSNT 2_J ten+ REUB 11/29/2018 FOR ADDITIONAL NEW FIRST FLOOR PLAN EAST ELEVATION WEST ELEVATION ECK @ GRADE, @ 4'-d' 2'-d' SHED. I/4"=1'-d' I/4"=1'-d' I/4"=1'-d' OCT 0 1 2019 BUILDING DEPARTMENT CITYOFEDMONDS 1211111101 PLANTER 6ENGH O o � GRADE 24-d' UPPER DECK 2d-d' LOwFJz DECK EXISTINCWINDOWS�, n � sl ; NORTH �DEGK FRAMING PLAN I/4"=1'-d' TYRTENSION TIE SEE 3 z z DETAIL 2/A3 PLANTER � ,! / G I. TYP. DECK JOIST 2X10 Q IG" O.G. HEM-FIRj2 2. TYP. DECK I5EAM:P.r. EM-FIR #2 I � 3. . TYPDECK POST:PT 4X(o H IR #2 4. TYR DECK PIER:12" PIA. GONGRE OOTING, MIN. 16" 6ELOW GRADE. 5. REFER TO FLOOR PLAN FOR PLANTER DI SIONS. m REFER TO FaJNPATION PLAN FOR POST & PI DIMENSIONS. p TABLE 11402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION` ,a. Inaddaion, inspmdon ofbgwalb shigbeiaamordaace vidrtheprovisvas oflCC400., COMPONENT ' ' CRITERIAa 'raiviihermalbaKsr Aabamre shaIlbeiastal�dmthebudmgcrxvetape.Exteriortlrzmal �b�pec�w tasacon'tmt>•ousairbarrier' Breaks :orjointsmthe aa.sh batrieraIlbe seakd.Air-ermeabb+ie+tom+onsliallnotblused :asasea' :material: Cavity insulationinstallation AIlcavitiesinthe thetanaletrVebpe§haltbe With insulation. The density rffthe insulation shall be at the mamrfacturexs' product recommendation and said. density 'shallbe mailitamed for aIlwhme nfeachcavity; Batt type insulatron wiIlslrow no voids or gaps and maintain an eveadensityftr the entre caviy.$att ms» latinn shaIIbe installed n the recommended cavity. depitx. Where an absharction aadrejcaviiy due to.. seTvres, hlockarg, braciigor other obshuetvn e;asts, theHntt,p�adR>cfwiIlbectitto ft the remaining depth afthe cavity. Where the baktis�cr>t azovmd obstrrntions,']oose fill insulatidn sliallbo placed to fiIlanysutface,or croneeabdOoids, and at die me; manufaets' specified deusiiy. Where ficedbatt is used, the itntalhtioatabs must be stapled to the face afthe stud. There shall be X1o.nompression.to the batt atthe edges ofthe cavity: due to inset stapling installation tabs: l be instaIled- :Insulation that upon installation read* conforms to avaihble.space shalMin cavity the entire and within the manufacturers' dens' eecommendation. Ceilurg/attic. The air barrier in any dropped ceilinglsoff8 shallbe aligned withtlleinsuhtior and anygaps in the nix barrier.seak:d. Access openings, drop downstair or knee walldoors to unconditioned attic spaces shall be scaled. Batt insulationinstalled in attic rouf� assembles may be compressed at exterior wall lines to allow for required attic: .. vemrlation.._ Walk Comers and headers shaIlbe insulated: andthe junction oftEre fovodation aid sillp}ate shall be sealed. The junction ofthe top plate and top ofexteriox.waIls shallbe scaled.:Exterior themral envelope insulation for framed walls shaIl be itsstalk:d insubstantial. 'Contact and continuous ent tividl the airbaaier. Knee walls ahaIl 6e sealed. Windows, skyliWrts anddoors The spacebetweentivindow/doorjambs and framicrgandskylights and framing shallbe r5eabd. :Riinloists, 'Rz<njoistssliaIlbeinstilated3.ndinchrdeth$aiTlarrier. Floors {mclydiag above -garage and Insulation shaIlbe installed to maintain permanent contact with underside ofsubfbor. cnantik:veredfloo 'deck' a .Theabarriyrshallbemstalledat exposed ed�a :ofinsulatio: Crawlspace,walh Where provided inlieu offboriosilation,iasulatianshall bepermanemlyattached to the crawlspace Waffi, Bxxlibsed Catthmuervaded arawlspacesshaIlbe covered with a. --.CbssIvapor tetardexrvithoverla 'ointsta ed. :Shags, penetrations Drat shags; utility penetrations, andilne shags opening to externror-unconditioned. space shall be sealed. Narrow caviiies. Batts in narrow cavities shall be cuttofit'and insiaIledto tha correct den's$y�vithout awids Or gaps or compression Narrow cavities shallbe Seed by insulation that one � installatioureadily conforms to the available cavity space. Garage separation Aasealing ;ahaIlbe provided between the garage and cond�io;aed spaces.: Rtcessedialiting: .Recessed light futures installedmulebuilding Themaleavelope shall beair tight, IC :rated, and sealed to the va1L PLmrbitlg and wiring Batt insulation s6allbe crrtneatly to fitarotmd wiring and plumbing in exterior walls.There shalllie no wills or. gaps or compressionwhere cut.ta frt.;InslrTationthat on installation readily conforms to availatik: space shaIlexterrdbehind and ' ' piping Shovver/iub onextv err waIl Ettexvr walls adjacent to showers mid tubs shaIlba,insulatedand the an barrrer installed s aratur them from the showers and tubs. ElectricaYphone box on exterior walls The air barrier shaIlbe installed behind;ek:attiealorcommlmi4ationboxes or air seak:d: boxes shalllie installed. HVACregister boots FIVACregister boots that penetrate building tlieemalemebpe�sbaIlbesealedtothe •subfbor or drvwalL... Fireplace Anair-barriershallbe installed on fireplace walls. es �Fieeplac: shallhave gasketed doors. 24-d' UPPER DECK I I� � 12' Nclzm T2E6K FOUNDATION PLAN I I I I 44^ 44„ 4,4„ I% CENTERLINE p OF POST Q GONG. PAD FOR TYPICAL 4'LANTER SLAB: STAIR STRINGER " GRETE W/4x4 WI-4X WIA WwF (TYP. @ $TM- Off ON DRAINING GRANULAR FILL STAIRS) TYP. STRIP FOOTING: /a"XIS" GOGRETE W/ Z (244 GAR CONTINUOUS W O Z � Z W � _ Q .r. {4 ®16" O.G. � N � Q z � & � M In 00 C7 CO W M . Sr1ED NORTH LU , PT PLATE �------ FL45HIN6& GAU_.K—�-------------� . P.T. LEDeZZ I —I I I —I I 1=1 ER (MIN. ZXS) I SEE DETAIL I/A3 SIMPSON DTTIZ J y STAGGEIZD �' PIA. FOR NOTES IN TENSION TIE WITH ' EXPANSION ANCHOR & I COMMON 3/S" EXPANSION d WASHER (ND CLOSER ANCHOR &WASH I THAN 10 ANCHOR I TYPICAL � 5 DIAMETERS TO EA. I �� S . �E I U OTHER) MIN. 2-I/2" I EM6EDMENT I ) I W W I � aNZ° _� DECK @SHED PLAN U � °a � JOIST HANGER O —_ III—III-111_I11=1'' F- co o 0) III W d' M ° II 1- •. .. 1- n — — — — — — — — — IX6 CEDAR GAP �L � I SEE TAIL 4/A PLYWOOD SHELF. Q � LEDGER DETAIL 2 ENSION TIE DETAIL FOR s w 3 /4 ' 16,9AMON\ �� Lo ION G. O _I � n---------------� PLANTING & oe 111 DEGKIN��o : I SOIL 6Y 2X. FRAMIN6151 . Q '� Q 0 P.T. JOIST PER P.T. IST o cn N I / I PER I I/z' P.T. I 2X4 PL4TE I/ " A-�� 2 ANI ATTACH P.T. RIM I PI--YWOGD 10/16/18 PERMIT SUBMITTAL T I TIE JOIST W/MIN. (3) TS�G CEDAR (3) PER IP SEISMIC, I I IOd NAILS. I VERTICAL CEDAR I I FOOTING PER PLAN I P.T. 6EAM PER SIMPSON G6SGj46-SDS2 � SIDING I I PLANATTAGH TO GGLUMN EASE TYP. I 4„ CONCRETE CITY APPROVAL STAMP _ GOLldv1N W/(2) �' SLAB. PROVIDE I I III III=1 .I� III II —III II TfIRU 6OLT5 & DECK PIER PER PLAN I DRAINAGE I II _II —III,_ WASHERS � DEPRESSION. I -11 m. - ; I I -I I _� I III III <. 'III- 1.- II �a I _ �' III —Ili —III RfESUB -1 I I a III III —III I I III I„,I 11-1 Nov 3 0 2ma I I I I I � I I�� I I I I I I I I I I I I I, � .III BUILDING DEPARTMENT CITYOFEDMONDS 3 STRIP FOOTING DETAIL i3EAM &FOOTING DETAIL � PLANTER DETAIL � A3 _d'— _ ���� OCT 0 1 2019 A3 BUILD COF�EDMONDSNT ITY GENERAL NOTES FRAMING NOTES MECHANICAL NOTES (continued) FIRE -RATED CONSTRUCTION Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure, or condition is shown on the site plan or drawing. Such building, structure, or condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits, unless a variance has been granted. ECC Chapter 5.30 All changes in plans and field modifications shall be approved by the local jurisdiction. The design professional shall prepare drawings as required for approval. IBC 107.4 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is not acceptable. Address numbers (4" min. ht. & y2" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 LIFE SAFETY NOTES Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur. Smoke alarms shall be hard -wired with battery backup, and when more than one smoke alarm is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. IRC R315 Handrails and guards must be capable of resisting a concentrated load of 200 pounds per square foot applied in any direction at any point along the top. Guard in -fill components must be capable of resisting 50 pounds per square foot. IRC Table R301.5 IBC 1607.8 Handrails shall be continuous through stair flights of four or more risers, without interruption by newel posts (unless at a turn) or other obstructions, and return to a wall, newel post, or safety terminal. The grip -size shall be Type I or H or of equivalent graspablity. IRC 311.7.8 Provide one operable escape window in the basement, habitable attic, and in each sleeping room meeting all of the following requirements: -An operable area of not less than 5.7 sq. ft. (5 ft' for grade floor opening) •A minimum clear opening height of 24 inches •A minimum clear opening width of 20 inches -No more than 44 in. between finished floor and bottom of the clear opening -Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. IRC R311.7.51 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS/FOUNDATIONS Footing drains are required around concrete/masonry foundations that retain earth and enclose habitable or usable spaces located below grade, or for crawl spaces when a minimum 6 inch slope within the first 10 feet of the foundation wall is not achieved. A separate footing drain inspection by the Building Inspector is required. IRC R401.3 IRC R405.1 Slab -on -grade floors shall be a minimum 3.5-inch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R-10 insulation provided throughout the entire slab area. IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 Vertical rebar must be hook ed and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to form -work for reinforcement. R403.1.3 Anchor bolts shall be at least'/2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 12 inches but not closer than seven bolt diameters from the end of the plate. The bolt spacing shall not exceed 6 feet o.c. and shall have a nut and 3"x3"x0.229" washers unless engineered. IRC R403.1.6 Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.12 Joists less than 18" and beams less than 12" to grade and all wood exposed to weather shall be preservative -treated or naturally resistant to decay. IRC R317 IBC 2304.12 Joists shall have not less than 1.5 inches bearing on wood or metal and 3 inches on concrete. Joists shall be prevented from rotating at the ends and at intermediate support by approved hangers, 2 inch nominal blocking, or attachment to a rim board. IRC 502.6/502.7 Foundation cripple walls shall be framed of studs not less in size than the studs above. Walls over 4 feet in height shall be framed of studs having the size required for an additional story. Cripple walls studs less than 14 inches in height shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3(1), or cripple walls shall be constructed of solid blocking. Cripple walls shall be supported on continuous foundations. IRC R602.9 Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper installed. Truss layouts showing girder truss/hip-master locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to ensure that the structural design of the building is maintained. If the layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a maximum notch depth 1/6th and a notch width 1/3rd the depth of the member. Rafters and joists may be bored up to 1/3rd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a 16ga. strap, 6 inches past and fastened with 8-10d nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2308 Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq, ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"00" and located in a hallway or other readily accessible location. The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. IRC R807.1 WSEC 402.2.4 Attic ventilation openings shall not be less than 1/150 of the area of the space ventilated. It may be reduced to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross -ventilation area may also be reduced to 1/300 when a Class I or II vapor barrier is installed on warn -in -winter side of the ceiling. IRC R806.2 Access shall be provided for all under -floor spaces. Openings through the floor shall be a minimum of 18"x24". The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. Openings through a perimeter wall shall be a minimum of 16"x24". IRC R408.4 WSEC R402.2.4 Crawl space ventilation openings shall not be less than 1/300 of the area of the space ventilated. Required openings shall be evenly spaced to provide cross ventilation. One side may have no openings. The use of wood or metal louvers can reduce the net free area to below that required - see G2407.10. IRC R408.2 MECHANICAL NOTES A sU"xsU" level worxtrlg space snap oe provtaea in tront or the control sine to service appliances. In attics and underfloor areas, a passageway a minimum of 30 inches high and 20 inches wide traveling not more than 20 feet from the access shall be provided. A 24 inch wide solid pathway shall be provided in attics. A switch -controlled luminaire is required at the passageway opening and a receptacle outlet at or near the appliance. A means of electrical disconnect is required within sight of the appliance or the breaker is to be capable of being locked in the open position. IRC M1305 IMC 306 NEC 422.31(B) An exhaust hood/system of >400cfm installed or required by the range or cooktop manufacturer must be provided with makeup air equal to the exhaust air rate. IRC M1503.4 IMC 505.2 Provide the combustion air required for the proper operation of the appliance(s). The minimum required volume per the standard method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans, clothes dryers, and kitchen ventilation systems interfere with the operation of appliances, makeup air shall be provided. Fuel -fired appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, or storage closets unless specific installation requirements are met. IRC G2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed, the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer sh all be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. UPC 710.1 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Inspector on a case by case basis. Water heaters installedin attic - - s, attic ceiling assemblies, floor ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak, shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a minimum 3/a" drain and the drain shall terminate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall be prohibited. UPC 507.4 UPC 507.5 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heater. UPC 409 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of 1/a" and a maximum of 1/2 Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the dam or threshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep holes in the sub -drain clamping ring from clogging. UPC 408.5 408.7 Main building shut-off required on water supply line. UPC 606.2 Hot water heater must be seismically anchored or strapped at points within the upper one-third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 507.2 Vent hot water tank relief valve directly to the outside. UPC 608.5 Allpressure absorbing devices (e.g. air chambers, mech. devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 Pressure reduction valve on main water supply line required by City code. Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Hydronic heating system piping shall be tested at 100 psi water pressure or 1 1/2 times the operating pressure, whichever is greater, for a minimum of 15 minutes. Piping embedded in concrete shall be pressure tested prior to the placing of concrete and be maintained at operating pressure during concrete placement. The test must be observed by the Building Inspector prior to concrete placement. Note: a means of providing outdoor air per IRC R303.4, M1507 and IMC 403.2 is required. IMC 1208 -1209 Refrigerant circuit access ports located outdoors shall be fitted with locking -type tamper- resistant caps. IRC M1411.6 IMC 1101.10 Dwelling/garage separation shall be maintained by installing W' gypsum wallboon the garage side from the foundation to the underside of the roof sh tng. Ceiling of garages with habitable space above shall have 5/8-incgype X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equi ent drywall screws and the structural elements supporting the ceilin otected with t/2 gypsum wallboard. Enclosed accessible space under A&s shall have walls, under -stair surface and any soffits protected on the ensed side with 1/2 gypsum wallboard. Water resistant gypsum shall not be xt§pd as a tile backing board where there will be direct exposure to water, V^in areas subject to continuous high humidity (showers, etc.). IRC ROOD IRC R702.3.8.1 Fire sprinkler systems shall be extended, altered, or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled, or added to. IFC 901.4 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between, stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. For additional requirements see IRC 302.11 Draftstops shall be installed in combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of the concealed space does not exceed 1000 sq. ft. and shall divide the space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1.Ceiling is suspended under the floor framing. 2.Flogr framing is constructed of truss -type open -web or perforated members. Draftstoppiug materials shall not be less than %cinch gypsum board, 3/8 inch wood structural panels or other approved materials adequately supported and installed parallel to the floor framing members. IRC R302.12 TIONAL Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey) is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. A survey may be required prior to the foundation wall inspection if the Building Inspector is unable to verify setbacks. Lot line stakes should be in place at the time of the foundation inspection and established property pins should be made visible. ALL WORK IS SUBJECT APPROVED TO FIELD INSPECTION IPLAMS MUST BE FOR CODE OM JOB SllTE COMPLIANCE ENERGY CODE COMPLIANCE (MMING: R-49(An1Q,R-38(VAULTED) WALL: - R-21 FLOOR: R-30 GLAZING: UA 0.30 APPLIES M ALL DISTURBED, INSULATED ELEMENTS City of Edmonds - Building Division APPROVED PLAN o Z00 o N N N C 0 '0� t` oC� ,N� 234 O o H UAPa D. 1 E-� °z 0 E-� U �C4 �z ZO C) Q W w E-� � U CN