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BLD2019-0682
1 v�y OF 6�MO�N CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 Inc. 1890 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 09/11/2019 I Permit #: BLD20190682 BUILDINGPERMIT Expiration Date: 09/11/2020 - -Project Address: 23001 107TH PL W, EDMONDS: Parcel No: 00476000001600 M*PEA1_V ONAIR-11[k APPLICANT CONTRACTOR KRIS& ANDREA MCARTHUR GONZALO VEGA MONET PAINTING OF WA INC 23001 107TH PL W 6915 EVERGREEN WAY C/O DAVID CROMPTON EDMONDS, WA 98020 EVERETT, WA 98203 PMB #553 5129 EVERGREEN WAY STE. D EVERETT, WA 98203 (206)853-7039 (206)790-5002 (206)399-6493 LICENSE #: MONETPWO55JC EXP:02/13/2021 JOB 9. ' ' 1 REFRA ME 3 BEDROOM WINDOWS FOR EGRES S. REPLA CE FURNA CE & WATER HEATER. WHOLE HOUSE REPIPE AND DRYWALL, INSULATION VALUATION: $20,000 PERMIT TYPE: Residential PERMIT GROUP: 04 - Alteration/Remodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: ( 0 X 0 FT. CODE: OTHER: ------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 IvEsTED DATE: NUMBER OF DWELLINGUNITS: 0 ILOT #: BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 1BEDROOMS: 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 BEDROOMS:0 BATHROOMS:O 0 BATHROOMS:0 '1 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 WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Date a ),//' I Rel ased By ATTENTION IT IS UNLAWFUL To USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBC] 10/ IRCI 10. = FIRE = APPLICANT = ASSESSOR 9 CITY d N w1 wile ^} �11110 STATUS: ISSUED BLD20190682 • Final approval on a projector 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 7:00am 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 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 pen -nit. 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. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT 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 Rough In • B-Framing • B-Insulation/Energy • B-Plumbing Final • B-Mechanical Final • B-Building Final • B-Other BUILDING PERMIT OfficeUseOnly APPLICATION Permit #: Develo ment Services l P Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: www.edmondswa.gov. PLEASE NOTE: Intake appointments are required for New Single Family Residences, Large Additions, ADU's, New Commercial, and Major Tenant Improvement application submittals. If plans are prepared by a profession- al, electronic files are requested in addition to the hard copies. Please bring electronic files on a flash drive or coordinate for electronic transfer. Please call425-771-0220 to schedule an intake appointment! JOB SITE INFORMATION/LOCATION: (Where the/work is taking place) Job Site Address: Parcel: Lot /Unit/Suite #: Subdivision: PROPERTY OWNE� �'' Name: vis V"U✓ Mailing Address: 2,30C d tb7,PLW City/State/Z(2CIo) ip:EVL �) VAj �%g2o3 Phone #: $S 3' 7a 3cr Email: %o-wLGa-✓'1iP q vvt.A=. I • " cw- OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? ❑ Yes ❑ No 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: ('%�Ze;J D Mailing Address: /lS Ci"V, WR.f City/State/Zip: G�✓L, VJA %2o3 Phone #: E-mail: Ctoln�Za.�O��n�IG�Q��ywv+�e� (p►N' GENERAL CONTRACTOR: (if different fromapplicant) General Contractor: V►/6 1AA POG r t( llnl � 04iit_M�c) ass` 3 S129 Mailing Address-: by�-►�� City/State/Zip: (�VtYt.,: �, [,(A 7V11e>3 Phone #: (2o6 ) 3C/9- 6 1-/93 E-mail: ' M -A !—� rwT� w-uS• 6co— STATE UBI #: CC / 719 CITY OF EDMONDS BUSINESS LICENSE #: WA STATE CONTRACTOR L & I #: (CCB) & EXPIRATION DATE: AkA1��a(s5-TG TYPE OF ..- ❑ Accessory Structure/ ❑Addition Detached Garage ❑ Demolition ❑ Mechanical ❑ New Single Family / Duplex ❑ Plumbing ❑ Fire Sprinkler ❑ Remodel ❑ New Commercial/ Mixed Use ❑ Re -Roof ❑ Signs ❑ Tank ❑ Tenant Improvement j Other LWAJOW5 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 profffor the work indicated on this application. Valuation: 2p PROPOSED NEW SQUARE FOOTAGE FOR 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: PROJECT uA3 , LA owS -)t, L,uw�.r-v � • ��-A��*Jm-�' In..�ne,� Gx{2 - ��-�o/� ��hd� Ire-- 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: C�t� vD Signature: Date 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 Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: COUNTSPLUMBING FIXTURE .. .. Qty Qty Clothes Washer + Tub/ Showers Dishwasher Backflow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply I Hose Bibs rrr ��1 y I Water Heater - Tankless? Yoe I Hydronic Heat Water Service Line Sinks Other: Toilets 3 Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or rie-piped) BTUs Qty BTUs Qty A/C Unit Outdoor BBQ/ Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: COUNTSMEDICAL GAS, AIR VACUUM Relocated or .. 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 El Conditional Waiver ❑ Waiver ❑ 0 . 3000000 Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ .. Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes ❑ No ❑ GENERALPROVISIONS 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. CT 180 Nickerson St. INC Suite 302 Seattle, WA 98109 (206) 285-4512(V), Ext. 316 (206) 285-0618(F) ntrygstad@ctengineering.com #19127 Structural Calculations For: McArthur Remodel: Kitchen/Living Room Ceiling Lift 23001 107th PI, Edmonds, WA Builder: Pro.com Design Criteria: IBC 2015 as adopted by local jurisdiction Wind: Wind Speed = 110 mph, Exposure 'B', Kzt = 1.00 Seismic: Site Class D, SDC = D, R = 6.5, 1=1.0 Roof Live Load = 25 psf Scope: It is being proposed that the kitchen and living room ceiling be lifted one foot in a current remodel. The existing roof is stick -framed with the ceiling joists acting as collar - ties in tension and rafters acting as top chords with slight bending. The following calculations address the structural impact to the roof system by lifting the ceiling joists. �►PPROVE PLANS MUS 0 0Nt..l.�OB SITE CITY CO— PY REVISION Or adV s f2 O SppLDING DLPARTV rN J 9t-bao�q-otosa 180 Nickerson St. Suite 302 Seattle, WA 2 �1 98109 Date: ! J / (206) 285-4512 q FAX: Client: L T1 �� L Page Number: 1 (206) 285-0618 -.4 s INN LEI R - 40�f) 5zv-/�'F I ell 52DJ 'IY}, 1f T C _ bzo( 5� m C 14, li22�Z�`' Vk-5zo- 90(z)= l?�ft-- =- 04D ,J'-fl 40/ 75 1' I -IN Structural Engineers Page 2 of 8 180 Nickerson St. C TE N G I N E E R I N G Suite 302 I N C. �� Seattle, WA } 48109 Project: E L Date: l (206) 285-4512 Client: LTj ifs �E 1 Ld iJ� Page Number: (206) 285-0618 I-- PP i_� AAQ �Z �I24:14) d *ILI ID '043 Ft7g5 pal' L 7461- A Mom- �� • ���; �� IAI 2a7D 77 0 -F,'= ids s� a5,4 FAQ ) (9 l%jc�q K i Zx iC-) J 4 f P. (,9D Structural Engineers Dater 180 Nickerson St. Suite 302 Seattle, WA Structural Engineers 180 Nickerson St. v Suite 302 I N C. q Seattle, WA py �t #I J 98109 Project: t Date: _ (206) 285-4512 Client: Page Number: (2 6) 285-0618 tR-17 OF "fStW:�o-TFuS-S _T 117\ f -- f a" 6CU �F tZ l°-62014F ?60 tv CFI = 2�j� ckP Q ION R-1 , f17 I� Structural Engineers BOTTOM OF NEW CEIUNG STS ELEV. b� BOTTOM OF EXIST. CEILING 1+1 JOISTS ELEV. BOTTOM OF NEW COUNG JOISTS Mv. BOTTOM OF EXIST. COUNG —97--AISTS ELEV. EAST WALL TO ROOF (E)ZO WIM 0 24'O.C. E REMOVED EXISTING SECTION t APA 48:24 SHEATHING x 12' SHEATHING PIECE W/10d 0 3' O.C. PERIMETER TO OUTSIDE OF (E) & (N) RAFTERS 2x FULL -HT. EXXG. ON WALL BTWN. RAFTERS W/ • A35 TO WALL • A3Sa5 )ROOF BOARD UNDERSIDE}' DE (SPAX16x Q TO®: (6)10d COMMON FACE NAILS III Ri TO J1 : (6)1Od COMMON FACE NAILS W END VIEW 0 WALL a o a ...........I ............................ a O ... ...... ® (N)2x6 JOISTS 0 24' O.C. (N)H2.5T CUP TO EA. NEW RAFTER TO WALL PROPOSED SECTION Page 6 of 8 (E)2x8 RAFTERS 0 24'O.C. ... .... (E)2x4 VERT: SUPP (OUT OF PLUMB); REPLACE 11111 FRAMED __ PONY WALL (E)CE1L N (REFER TO BE TO ETNOTE)� (E)DECK CEILING JCISTS (SIZE UNKNOWN); MAY BE REPLACED WITH NEW FRAMING BELOW EXISTING SECTION VENTING & INSULATION BY A35 ®24' O.C. OTHERS, IT IS PERMISSABLE TO DRILL 3-3'DIA. HOLES W/SPAXj6x)' SCREWS THRU BLOCKING INTO ROOF 2x FULL -HT. BLKG W/A35 TO TOP PL it 3-10d TOE NAILS ENDS TO RAFTER (N) FRAMED — PONY WALL ° NOT SHOWN:... REFER TO DETAIL TO LEFT FRAMED PO WALL ONLY 20 STU ON J2 2x4 STUD ON B/PL—� E WALL ONY L L 11741WEST WALL TO ROOF: NEW RETROFITS (E)DECK BEAM QTO®: (6)1Od COMMON FACE NAILS R1 TO@: (6)10d COMMON FACE NAILS ®TO R1/®: (6)10d COMMON FACE NAILS o (N)b BLOCK ®TO®: (6)IOd COMMON FACE NAILS ° (N)2x8 IRAFIERS O o ® 24' O.C. �c o ....o... o... . .. .... ..._.......... ....._......_ .... ....._..-_._ ® ° J©TO R1 : (6)10d COMMON FACE N o ° o 0 ® To (" (6)1Od COMMON FACE NA PROPOSED SECTION (N)2x6 JOISTS (N)H2.ST CUP TO EA. R2 24' O.C. rKUrUJLU lur VILVV Page 8 of 8 Fl!� ji CITY OF EDMONDS BUILDING DEPART 1,1ENT WORK ADDRESS ,OWNER APPROVED DATE: 6'11-7 BLDG. OFFICIAL: PERMIT NUMBER CITY C�V RECEOVED JUN 07 201.9 : UEVELUtlMtNl SERVICES CTR- CITY OF EDMONDS Alterations Worksheet 2015 Washington State Energy Code Project Information Contact Information cArthur Residence Alteration Fiat Segar 3001 107th PL W Monet Homes Edmonds, WA, 98020 hal@monethomes.com & 360-362-2671 The Washington State Energy Code requirements for alterations are located in Chapter 5 Alterations (remodels) do not need to obtain energy credits from Table R406.2 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? i Yes F No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? i✓ Yes l— No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated space Flat ceilings Will the floor framing cavities be exposed? Install R-49 insulation or what the attic space can accommodate based on the roof pitch 117 Yes i` No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? I✓' Yes r- No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of 150.30 Will the heating or cooling system be replaced? r- Yes F-, No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? r- Yes R' No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? r Yes ir- No If yes: 75% of all lamps must be high efficacy (LED orCFL)Vii<,+ �py OCT 0.1 20: CtTy C BUILDING DEPARTMENT CITY OF EDMOfVDS R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section R402.1.1 or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled with insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insulated to a minimum of R-21. 3. Construction where the existing roof, wall or floor cavity is not exposed. 4. Roof recover. 5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing. 6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table R402.1.1. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with Sections R403.1, R403.2, R403.3, R403.5 and R403.6. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with Section R403.4. R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1. Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become conditioned space shall be required to be brought into full compliance with this code. GENERAL NOTES LIVE SAFETY N O`I'ES ( continued FRAMING NOTES ( continued 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. & 1/2" 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 pen -nit 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 II or of equivalent graspablity. IRC 311.7.8 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 sq. ft. for grade floor opening) •A minimum clear opening height of 24 inches •A minimum clear opening width of 20 inches -Not more than 44 inches between the finished floor and the 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 IBC 1029 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 R311.7.5.1 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 hooked 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 R404.1.2.3.7.4 Anchor bolts shall be at least 1/2 -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 FRAMING NOTES 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 2304.9.5.1 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 2304.11 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 -h nominal blocking, or attachment to a rim board. C 502.6/502.7 IBC 2308.8 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 the warm -ill -winter side of the ceiling. IRC R806.2 ADDITIONAL REQUIREMENTS 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. CN MECHANICAL N MEN YLUMB1NCi NU'TLJ PlKL-KA1 V UUN J 1 KU U ION Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"00" level working space shall be provided in front of the control side 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) 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 G 2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 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 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 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 Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer shall be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation Ishall 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 installed in attics, 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 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/z". 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 Pressure reduction valve on main water supply line required by City code. Vent hot water tank relief valve directly to the outside. UPC 608.5 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 All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 Minimum 1" air -gap required at dishwasher. UPC 414.3 Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Dwelling/garage separation shall be maintained by installing 1/2" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum shall not be used as a tile backing board where there will be direct exposure to water, or in areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 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.Floor framing is constructed of truss -type open -web or perforated members. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels or other approved materials adequately supported and installed parallel to the floor framing membersIRC R302.12 ADDITIONAL REQUIREMENTS 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. CN 2 GENERAL NOTES 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. & 1/2" 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 II or of equivalent graspablity. IRC 311.7.8 LINE SAFETY NOTES ( continued ) 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 sq. ft. for grade floor opening) •A minimum clear opening height of 24 inches •A minimum clear opening width of 20 inches -Not more than 44 inches between the finished floor and the 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 IBC 1029 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 R311.7.5.1 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 hooked 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 R404.1.2.3.7.4 Anchor bolts shall be at least 1/2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 1.2 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"xO.229" washers unless engineered. IRC R403.1.6 FRAMING NOTES 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 2304.9.5.1 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 2304.11 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 IBC 2308.8 FRAMING NOTES (continued) 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 8-1Od 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"x3O" 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 H vapor barrier is installed on the warm -in -winter side of the ceiling. IRC R806.2 ADDITIONAL REQUIREMENTS 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. C. I H O z 0 F-+ Vz o U � Q 04 0 F� CW7 U W MECHANICAL N UTES FLUM13INU NUThN PIRL-KA ED C:UNSTRUC;HUN Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"x30" level working space shall be provided in front of the control side 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) 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 G 2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 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 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" aboveibelow 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 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 ctures installed on a floor level that is lower than the next stream manhole cover of the public or private sewer shall be )tected from backflow of sewage by installing an approved type backwater valve. Fixtures on floor levels above such elevation Ishall 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 installed in attics, 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 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/z". 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 in the sub -drain clamping ring from clogging. JUPC 408.5 - 408.7 1 Main building shut-off required on water supply line. UPC 606.2 Pressure reduction valve on main water supply line required by City code. 4nt hot water tank relief valve directly to the outside. C 608.5 Hot water heater must be seismically anchored or strapped at points within the upper one-third and tower 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 All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 Minimum 1" air -gap required at dishwasher. UPC 414.3 Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Dwelling/garage separation shall be maintained by installing 1/2" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum shall not be used as a tile backing board where there will be direct exposure to water, or in areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 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.Floor framing is constructed of truss -type open -web or perforated members. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels or other approved materials adequately supported and installed parallel to the floor framing membersIRC R302.12 ADDITIONAL UIREMENTS 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 (transitibuilders 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 CN 2 See Aradi�laa� A N*x Gevieaad CanUmv«;m No1a5 0� ComoNDtl- 1 Hose bibs (exterior faucets) shall be frost -proof, self - draining, and have a permanently affixed anti - siphon device installed. UPC 603.5.7 Electrical Permit from Geneal Notgqate The available fault [SOL,Labor & Industries current requirements of (NEC) Art, 110-9 & 110-10 must be met by the installation of either fully ALL WORK SUBJECT rated equipment or A listed series rated system TO FIELD INSPECTION FOR _ / —' - ALL ELECTRICAL CODE COMPLIANCE _... ., '' MATERIALS AND Carbon monoxide alarms shall be ioutside of each separate EQUIPMENT SHALL BEnstalled sleeping area in the immediate LISTED 13Y AN vicinity of the bedrooms and on each level in new construction. and in APPROVED TESTING P existing dwellings when alterations, repairs or additions requiring a permit A �f � ri LABORATORY AND occur, or when one or more sleeping APPROVED BY T1.1E rooms are added or created. IRC R315 �,,,/- ELECTRICAL DIVISION 1�11�'�.G�' S T OF SEA'ITLE - Domestic dishwashing machines ` shall discharge indirectly through an DEPARTMENT OF Smoke alarms. shall be installed in each sleeping room; outside of each separate, sleeping area in the immediate air gap fitting at or above the flood- CONSTRUCTION AND vicinity of the bedrooms, and on each level (igcluding basements and habitable attics) in new construction' -and in level of the sink or drainboard into a waste receptor, a wye branch fitting } �' INSPECTIONS, SUBJECT existing dwellings' when alterations, repairs or addsitions re wring permit occur. Smoke�,alarms sl 11 be h �rd- on the tailpiece of a kitchen sink, or a dishwasher connection of a food :'.............. ...._, = :- ' " �, ram- _: ' ' "-> ,.... ! '""' •'14"...... .... ! i ; TO ']" FINAL APPROVAL OF THE wired -with battery backup,` and when more than.,olae .smoke, alarm is required within, an 'individual dwellin waste grinder. UPC 414.3 I a-=: --: -:.-..:r - ; ,? -; ,- ,z:,,�-; , t ;, _ 1:''1_ti� .._ ! FIELD INSPECTOR. unit, theyshallbe interconnected; Discuss exceptions to the power source requirements•with the Building Inspector. IRC R314' IBC 907.2.11.2 , 7 Island. �4 k • nl ' i l Run 9 r" i t Nate + 1 . i •� No. ReYotanr`Is�ve Gate . 1 "'"�� �- . j . •.. � w.r ane re/r 1;2AYCCW� i i• 1 ��'/OCN'.'Ir !t! r--, :. r--1 ! I 1 �_� I ' m: 5-4 Fi i Gonzalo QManet Flames i 23001 107 th PL W Edmonds, ds, WA r4 — — — _ N Q #Q ; V�i irk C} q1 n+fj ' 1}t' - ''l�� CQf� t�P`tES ^ , ��� C`y�x 1\ 5 �RA. 0�5 'VIwq.\� l l '1lbY 11S R �Iq ExtsrtJnB- 29q = O C� K }'tom io t• „til i.ytl hi g tit .l j p p r f 0Y w1 �[' \ j tiShca�" , ;c -�4 f4ineD [..gall Stall Z-c 6 '�ftoweb wall Stall ,. R-IS b.e 2'-ZI [Ej cantI 1�Y1a,0+ "nes S.. F5'�o, 5 i; aelr +y f �I ry I UILDI ADDRESS —._ A P R nU r Ei _ _.. —_ _ OWNER tip a a�,�E3 by tq r l�c i 4 •. I f .3 3,i kRi City of Edmonds Building Department i APPROVED PLAN' Sep— si4, t61I ( l � IG DEPARTMENT a-5o01-IQ7'W I L T: APPROVED DAI E. BLDG. OFFICIAL. RECEIVED JUN 07 2019 OEVELUFMtN I SERVICES CTR. CITY OF EDMONDS PERMIT NUMBER si�•b1L McArthur Residence Alteration TAM Design 10040 Sand Point Way NE Seattle, WA 98125 calvint006@gmall.com ABBREVIATIONS: ABV ABOVE DTL DEFAIL GB GYPSUM BOARD OC ON CENTER SIM SIMILAR AFF ABOVE FINISH FLOOR DW DISHWASHER GLB GLULAM BEAM OG OBSCURE GLAZING SPEC SPECIFICATIONS BLDG BUILDING (E) EXISTING GSM GALVANIZED SHEET METAL OH OVERHANG SO FT SQUARE FEET BUKG BLOCKING EA EACH HDR HEADER P.L. PROPERTY LINE SO IN SQUARE INCHES BM BEAM ELEV ELEVATION HGR HANGER PL PLATE STD STANDARD BOT BOTTOM EQ EQUAL It HIGH PT POINT SUBFLR SUBROOR CIPC CAST —IN —PLACE CONCRETE EXT EXTERIOR HT HEIGHT PTV! PRESERVATIVE TREATED WOOD T&G TONGUE & GROOVE CL CENTERLINE EW EACH WAY WAD HEATING, VENTILATION, & REBAR REINFORCEMENT BAR THK THICK CLG CEILING FDN FOUNDATION AIR—CONDITIONING REFR REFRIGERATOR TOPO TOPOGRAPHY CLR CLEAR FG FINISH GRADE IG INSULATED GLASS READ REQUIRED TOW TOP OF WALL CMD CARBON MONOXIDE DETECTOR FIN FINISH INT INTERIOR REQTS REQUIREMENTS TYP TYPICAL CO CLEANOUT FL FLUSH LAV LAVATORY RAFT RAFTER UNO UNLESS NOTED OTHERWISE CONC CONCRETE FUR FLOOR LEIS POUNDS RO ROUGH OPENING Vr0 VENT TO OUTSIDE CONT CONTINUOUS FOF FACE OF FINISH LF LINEAR FEET R.O.W. RIGHT—OF—WAY w WIDE D DRYER FOS FACE OF STUD LO LOW RFT RIP —TO —FIT W WASHER DBLE DOUBLE FRMG FRAMING MAX MAXIMUM RTS RIP —TO —SLOPE W/ WITH DEMO DEMOLISH FRZR FREEZER MFR MANUFACTURER RV RIM VENT WC WATER CLOSET DIA DIAMETER FF FOOT MIN MINIMUM SC SOLID CORNER WFC WOOD FRAME CONSTRUCTION ON DOWN FIG FOOTING (N) NEW SO SMOKE DETECTOR WH WATER HEATER OP DEEP FV FIELD VERIFY N/A NOT APPLICABLE SF SQUARE FEET WIC WALK —IN —CLOSET DP DIMENSION POINT FV FOUNDATION VENT NIC NOT IN CONTRACT SG SAFETY GLAZING WP WORK POINT DS DOWNSPOUT GA GAUGE 0/ OVER SHWR SHOWER WWF WELDED WIRE FABRIC � I \ / / / / / / EDGE F LANK E OOF LAM OBSERWO MONm LANK DA49ON TINE "AFTER NIINESSING PROPERTY LINE BEING STAKED, ME NEIGHBOR TO ME NEST EXPRESSED CONCERN ABOUT THEIR SPRINKLER LWE POTENTIALLY CROSSING OVER THE PROPERTY LK HONEVER, THEY COULDN'T IDENTIFY ANY SPENT LOCATION. 15 I FND Y BRASS DISN Wff (07124179) l tat' BELOW S/RfACE\ l W DISREPAIR TO EAST `�NCE POST (TIP) FND 1' PRlpN:D Y 1' A'NO/ED IR (DI/24/19) 15' IEAI� Sna1CN (08105179) — NESIERLY EDGE OF CLEARED ARE / CONTAMWG YARD 9mMS Goa a 16 --- BBO NNEY J e° HOUSEJ/2JOOI / LAM �Sj ' GnLwNrzm PIPE EDIT CHIN UNK FENCE (T)P) y / ASPHALT EXISTING SITE PLAN O /i SCALE: 1"=20' NORTH � I1 30P1 IN " <e PROJECT LOCATION N VICINITY PLAN: SCALE: NOT TO SCALE PROPERTY SETBACK: STREET SETBACK: 25' SIDE SETBACK: 7.5' REAR SETBACK: 15' rObtaan Eleetrioa9 Permit from tate Labor a!i Ind gIt aes =COMPLIANCE Gone Corner Flag Setbacks Re aired Actual Front Sides _ Rear Other Heildit _ PROJECT CONTACT INFORMATION: OWNER: CONTRACTOR: DESIGNER: Krislopher & Andrea McArthur Owner to perform as G.C. Colvin Tam 23001 107th PL W 10040 Sand Point Way NE Edmonds, WA, 98020 Seattle, WA 98125 PROJECT PROPERTY INFORMATION: PROJECT ADDRESS: ASSESSOR'S TAX NUMBER! 23001 107th PL W 00476000001600 Edmonds, WA 98020 LEGAL DESCRIPTION: HOLIDAY HILL BLK 000 0-00 — LOT 16 IAND USE ZONE: RS-8 PROJECT DESCRIPTION: ALTERATION TO EXISTING SINGLE FAMILY RESIDENCE. REMODEL TO INCLUDE RECONFIGURATION OF BATHROOMS & KITCHEN, NEW REPLACEMENT WINDOWS, REPLACEMENT OF ROTTED FLOORING AT BATH AND KITCHEN AREA, VAULTING OF LMNG ROOM CEILING AND BUILDING INSULATION. CODE INFORMATION: APPLICABLE CODES (AS AMENDED BY WA STATE, KING COUNTY & LOCAL JURISDICTION): 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 NATIONAL ELECTRICAL CODE 2015 UNIFORM PLUMBING CODE (UPC) MECHANICAL CODE PER 2015 (IRC) WASHINGTON STATE ENERGY CODE, 2015 EDITION (WSEC) WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, 2015 EDITION (VIAO) OCCUPANCY: GROUP R-3 (SINGLE—FAMILY RESIDENTIAL) NOTE: ELECTRICAL PLUMBING & WAD PLAN AND SYSTEM TO BE DESIGNED BY INSTALLING CONTRACTOR AND SHALL CONFORM TO ALL APPLICABLE CODES & REGULATIONS. ELECTRICAL TO BE DEFERRED PERMIT ELECTRICAL ro DEFERRED PERMIT SUBMITTAL PROJECT SQUARE FOOTAGES: EXISTING RESIDENCE (E) 1ST FLOOR LIVING AREA: 1,860 SF (E)ATTACHED GARAGE AREA: 528 SF (E) CARPORT AREA: 324 SF TOTAL FINISH AREA: 1,860 SF INDEX OF DRAWINGS: T1.0 GENERAL INFORMATION, SITE PLAN & ABBREVIATIONS A1.0 EXISTING AND DEMO FLOOR PLAN A2.0 FLOOR PLAN, SCHEDULES & DETAILS NOTE: REFER TO STRUCTURAL DRAWINGS FOR INDEX AND CONSTRUCTION REQUIREMENTS gBEVISED PlLQAI`N APP�0VL? 13 CITY OF EDMONDS BUILDING DIVISION PLANS EXAMBVER DATE /O AT OAR AFMOVED e BE ON k SITE CITY Cop' Rn.,VI si o N ocT o 1 �D� BUILOINO aEPARIAAENT 1:11 OF El=."D McArthur Residence Alteration 23001 107th PL W Edmonds, WA 98020 Permit Set Date: Description: 9 26 19 Permit Intake Project No.: 1934.00 Drawn: GENERAL INFORMATION, SITE PLAN & ABBREVIATIONS Sheet No: V1®O 6Lb ac I - ©tc $a M TAM Design 10040 Sand Point Way NE Seattle, WA 98125 calvint006@gmail.com BBQ III III III III DEMO & REMOVE EXISTING III II II BAY WINDOW AND OUTDOOR STRUCTURE AS INDICATED I I I I I I I III III II ill (E) I +I I — BATH I DIJ I I I IL --J (E) (E) BEDROOM �l Ej BATH IF CHEN I \ I !� II 17 I I �(� I (E) I L— � � p T—� L-- �Rnn�.+ DINING_ REMOVE (E) WALLS, DOORS, I .. t,:- FIXTURES AND FINISHES AS INDICATED AND AS REQUIRED FOR.,-"- NEW WORK, TYP Lim III (E) BEDROOM (E) (E) BEDROOM BEDROOM REMOVE (E) WINDOWS AND RE -FRAME FOR NEW REPLACEMENT WINDOWS PER PLAN, TYP (E) LIVING (E) ELEC (E) FAMILY r I II II L II II -L (E) UTILITY (E) GARAGE EXISTING AND DEMO FLOOR PLAN © 0 s' 10, r"1 NORTH Fvii� 0�� OCT Il f tGi:� BUILDING DEPARTMEN7 CITY OF EDMONDS McArthur Residence Alteration 23001 1071h PL W Edmonds, WA 98020 Permit Set Date: Description: 9 26 19 Permit Intake Project No.: 1934.p0 Drawn: E EXISTING & DEMO FLOOR PLAN Sheet No: A1.0 29•-1 ENERGY CODE COMPLIANCE NOTES: 2015 WASHINGTON STATE ENERGY CODE CHAPTER 4 PRESCRIPTIVE COMPONENT TABLE R402.1.1 - ZONE 4C LOCATION INSULATION REQUIREMENTS VERTICAL GLAZING (UNLIMITED) U=0.30 MAX OVERHEAD GLAZING (SKYLIGHT) U=0.50 MIN ABOVE GRADE WALLS R-21 FLOOR R-30 SLAB ON GRADE R-10 WITH THERMAL BREAK CEILING R-49 VAULTED CEILING R-38 DOORS U=0.30 * DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 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 34" CLEAR OPENING (30" IF ON GRADE FLOOR) 20" CLEAR o MINIMUM REQUIRED z � NET CLEAR OPENING AREA IS 5.7 S.F. o a OPENINGS AT THE o GRADE FLOOR MAY BE - REDUCED TO 5 S.F. - o MINIMUM SIZE WINDOW E_ MINIMUM SIZE WINDOW FOR 20" CLEAR WIDTH FOR 24" CLEAR HEIGHT g � FINISH FLOOR BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL NOT HAVE LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A COURT OR YARD THAT OPENS TO A PUBLIC WAY. MINIMUM RESIDENTIAL EMERGENCY EGRESS OPENING REQUIREMENTS SCALE: 1 /2"=1' -0 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. (E) IRC R315 - BBQ F_ -Provi a one operable escape window in the basement and Domestic dishwashing machines 2x4 SKYUGHIT in each sleeping room meeting all of the following shall discharge indirectly through o requirements: an air gap fitting at or above the • An operable area of not less than 5.7 sq:ft. (5 sq. ft. flood -level of the sink or drainboard { for grade floor opening) into a waste receptor, a wye branch • A minimum clear opening height of24 inches fitting on the tailpiece of a kitchen • A minimum clear opening width 01720 inches sink, or a dishwasher connection of z (E) r .• Not more than 44 inches between the finished floor a food waste grinder. 3 o ' FAMILY and the bottom of the clear opening. UPC 414.i Escape windows located under decks or porches ..at have a path 36 inches in height to a yard or court. NOTE: ALL EXISTING PERIMETER R310 IBC 1029 2x4 WALLS TO RECEIVE R-15 BATT INSULATION, TYP 4'-0" 7'-0" 3-0° SOLATUBE SOLATUBE TYP F_ CENTER TO CENTER TO r SHOWER SINK I ? 2z4 SKYLIGH♦1 4'-0" SOLATUBE NEW SLIDER NEW WINDOW NEW WINDOW NEW WINDOW ) ALIGN CENTER TO NEW INCH - „ .;: r.; ' ROOM ...:. _�.. „.. o .:.. _. Lj tcc M1. 0 F E-----�I 0/W I °� DO S 28" DOOR i g AN EQ EQ SOLATUBE I I Closet " CENTER TO I S 6' 0" 0 _.5- n CFMMN S x, SHOWER (E) "i CFM MN BEDROOM BATH ®? BATH 10o ITM KITCHEN S i MIN -2„ CL tW) D (E) - 6 DINING so Fg • REFR s0 Closet "N T CFMMIN a 7'-0' MIN ALIGN i SD CMD /1�m A LIVING sD so SO (E)E I cL cL UTILITY GARAGE BEDROOM (E) (E) I _0 E) ELEC BEDROOM BEDROOM I lyl ll EQ EQ EQ EQ EQ i L I J � (E) FURN EQ EQ NEW WINDOW NEW WINDOW I NEW WINDOW I I NEW WINDOW NOTE: ALL EXISTING PERIMETER 2x4 WALLS TO RECEIVE R-15 BATT INSULATION, TYP FLASHING ® HEAD OVERLAPS JAMB FLASHING UNDER JAMB FLASHING :::� BLDG PAPER — HEADER ROUGH IN WFL.AS.IIG OPENING SILL FLASHING WINDOW FRAME OVER SILL FLASHING BLDG PAPER STEP #1 STEP #2 STEP #3 FLASHING OF EXTERIOR WALL OPENINGS: INDIVIDUALLY FLASH ALL EXTERIOR OPENINGS FOR FIXTURE SUCH AS WINDOWS, DOORS, AND VENTS TO MAKE THEM WATERRPROOF. FLASHING MATERIAL SHALL BE MOISTOP BY MANFUL SEALANT SHALL BE COMPATIBLE AND APPROVED BY MANFUL. IN HIGH WIND AREAS W.R. GRACE ICE & WATER SHIELD SHALL BE USED, OVER SOLID BACKING. FLASHING MATERIAL AT LEAST 9" WIDE SHALL BE APPLIED IN A WEATHER BOARD FASHION, BEGINNING WITH THE SILL WITH A STRIP LONG ENOUGH TO PROJECT BEYOND THE JAMB FLASHING TO BE APPLIED. THE TWO JAMB FLASHING ARE THEN APPLIED WITH SUFFICIENT LENGTH TO EXTEND BEYOND THE SILL FLASHING, AND WITH THE SAME DISTANCE AT THE TOP. FOR FIXTURES WITHOUT NAIL -ON FLANGES, THE FLASHING SHALL BE 12" MIN. WIDTH AND EXTEND INTO THE ROUGH FRAME AT THE SILL AND JAMB. FOR NAIL -ON FLANGE FIXTURE, INSTALL BY PRESSING FLANGE POSITIVELY INTO A CONTINUOUS BEAD OF SEALANT WHICH EXTENDS AROUND THE BOTTOM AND SIDES OF THE FIXTURE. APPLY THE TOP HORIZONTAL. FLASHING LAST, WITH SUFFICIENT LENGTH TO EXTEND BEYOND THE JAMB FLASHING. OVERLAP AND SEAL AGAINST THE THE TOP NAILING FLANGE OR G.S.M. HEAD FLASHING WITH A CONTINUOUS BEAD OF SEALANT. APPLY REMAINING WALL SHEATHING PAPER IN A WEATHERBOARD FASHION WITH THE SILL FLASHING LAPPING OVER THE TOP AND THE HEAD AND JAMB FLASHING BELOW. TYPICAL WINDOW OPENING FLASHING REQUIREMENTS SCALE: TUTS 79' LOWER LEVEL PLAN © 0 5' 10, B SCALE: 1/4"=l'-0" NORTH LEGEND (E) WALL TO REMAIN 2x WOOD FRAME CONSTRUCTION PER PLAN NOTES 0 SMOKE DETECTOR (IRC - SECTION R314) SSo 9 CARBON MONOXIDE DETECTOR (IRC - SECTION R315) CMD FLOOR PLAN NOTES: MATERIALS A. ALL EXTERIOR WALLS TO MATCH EXISTING B. ALL INTERIOR WALLS TO BE 20 STUDS 0 16" OC. C. ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL REQUIREMENTS .1. PROVIDE FIREBLOCKING PER SECTION R602.8. 2. FITERGONNECT SMOKE ALARMS AND PROVIDE PRIMARY & BACKUP POWER PER SECTION R313. RF°'i it *�Ti1 ocT 01 &c .t OUiLUING CEP ARTMEN'i CITY OF EDMONDS TAM Design 10040 Sand Point Way NE Seattle, WA 98125 calvint006@gmaii.com McArthur Residence Alteration 23001 107th PL W Edmonds, WA 98020 Permit Set Date: Description: 9 26 19 Permit Intake Project No.: 1934.00 Drawn: FLOOR PLAN, SCHEDULE & DETAILS Sheet No: A2.0 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTIUTY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555. 01100. CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION MALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE AS ADOPTED BY LOCAL JURISDICTION. 01200: DESIGN LOADS (RE S9.1) LIVE LOADS ROOF 25 PSF LIVE FLOORS (RESIDENTIAL) 40 PSF SNOW LOAD DESIGN DATA: Pg=20 PSF, Pf=14 PSF, Ce=1.0, Is=1.0. Ct=1.0, WIND DESIGN DATA: BASIC WIND SPEED: 110 MPH (3-SECOND GUST) WIND IMPORTANCE FACTOR: Iw = 1.0 WIND EXPOSURE: EXPOSURE B TOPOGRAPHICAL FACTOR: Kzt = 1.00 INTERNAL PRESSURE COEFFICIENT: GCpI = +/- 0.18 COMPONENT/CLADDING WIND PRESSURE: P(C) = 42 PSF (ULT) EARTHQUAKE DESIGN DATA (BOTH BUILDINGS): SEISMIC IMPORTANCE FACTOR: Is = 1.0 SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.462, SI = 0.563 SITE CLASS: SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.975 SDI = 0.563 SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM RESPONSE MODIFICATION FACTOR: R = 6.5 (LIGHT FRAME WALLS) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 01400: INSPECTIONS AND SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS OTHERWISE REQUIRED BY THE BUILDING OFFICIAL 01401: STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION IS NOT REQUIRED. 01700: EXECUTION REQUIREMENTS INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL CODES. 02260. EXCAVATION SUPPORT AND PROTECTION EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE MATERIAL. OVER -EXCAVATED AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR AT THE CONTRACTOR'S EXPENSE. EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING DRAWINGS, NOTES, AND SPECIFICATIONS. 06071: PRESERVATIVE TREATED WOOD PRODUCTS PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR; ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES PORCHES, OR SIMILAR PERMANENT BUILDING APPURTUENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL i INCH ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE BARRIER. 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THERE FROM BY AN IMPERVIOUS MOISTURE BARRIER. 3. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE. PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. ALL FASTENERS (NAILS, BOLTS, ANCHORS, PLATES, HANGERS, ETC.) IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL 06100: ROUGH FRAMING SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS U.N.O.. PER PLAN/SCHEDULE: Fb Fv Fcp Fc E SIZE SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) 2X,4X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 6X DOUGLAS FIR -LARCH NO. 1 1200 170 625 1000 1.6E6 06101: STRUCTURAL FINGER JOINTED LUMBER STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. TYP, 0 JST, ENDS: STRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER 2x4 BLKG. STANDARD COMMITTEE "PRODUCT STANDARD PS 20-99". LUMBER CLASSIFIED AS STUD W/1006" O.C. USE ONLY SHALL BE UNITED TO VERTICAL APPUCATIONS ONLY. LUMBER WITH CERTIFIED NAIUNING INTO EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. BEAM 06102• FRAMING NOTES FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SCUD BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.10.1 OR TO THE FASTENING SCHEDULE ON SHEET S1.0. NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE. COMMON NAIL DIMENSIONS ARE AS FOLLOWS: NAIL SIZE DIAMETER LENGTH Bd 0.131" 2.5' 10d 0.148" 3.0" 12d 0.148" 3.25' 16d 0.162" 3.5" REFER TO DETAIL 18/S9.1 FOR ANCHORAGE OF EXTERIOR WALLS TO CONCRETE FOUNDATION. 06101 JOIST AND BEAM HANGERS JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE PER PLANS OR DETAILS: MEMBER SIZE HANGER SAWN LUMBER "ILLS" SERIES TO MATCH LUMBER SIZE MANUFACTURED WOOD 'I" JOIST "IUS" SERIES TO MATCH "I" JOIST SIZE 1.75" WIDE PSL OR LVL BEAM "LBV" SERIES TO MATCH DEPTH 2.69" WIDE PSL BEAM "LBV" SERIES TO MATCH DEPTH 3.5" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH 5.25" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH 7' WIDE PSL BEAM "HGLTV" SERIES TO MATCH DEPTH (N)2x8 P.T. LEDGER W/}"DIA. ALL -THREAD 0 6' D.C. 3' INTO (E)CONC. (E)EXTERIOR WALL WALL WITH SIMPSON SET-XP ADHESIVE (CLEAN CUT BACK (E)lr CAR DRILLED HOLE PRIOR TO PLACEMENT) DECKING TO ADD (N)FLOOR i111�I�r1'�a�1■W�'� �� I� (E)BEAM; REPLACE IFS (E)FNDN. ROT IS FOUND (N)2x4 0 16" O.C. STUD WALL ON (E)FTG., SUPPORTING (N)LEDGER &JOISTS . "J -, M - 20 P.T. PL W/)"DIA.x2.5" TITEN HD-� ANCHORS 0 48" O.C. INTO FTG. �1 KITCHEN/BATHROOM FLOOR REPAIR/REPLACEMENT -MIN FACE NAILS INTO 11 TOP, SME89 TO e 48• O.C. STUD TO BEAM: (3)10d�INSEAM PER PLAN TOE NAILS ❑2 UNIHABITABLE ATTIC STORAGE SPACE 05104. SHRINKAGE OF WOOD FRAMING SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS PLUMBING, ELECTRICAL, AND i6"DIA. CONCRETE PUNTH MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT W/(4) #5 VERT. TO ACCOMMODATE 3/8 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED & #3 LIES 0 8.00 LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. 06160: WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN) PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C-D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE FIELD NAILS NAILS ROOF: j" APA 40:20 C-D W/EXTERIOR GLUE 10d AT 6" 10d AT 12" FLOOR: 3/4" APA RATED STURD-I-FLOOR OSB 48/24 T&G 10d AT 6" 10d AT 12' SHEARWALL: 7/1V C-D W/EXTERIOR GLUE, U.N.O. RE: SCHEDULE SHEET S1.2 ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE. WHERE FRT ROOF PLY IS REQUIRED AT PARTY WALL STRENGTH PER MFR. SHALL BE EQUAL OR BETTER THAN 24/16 APA-RATED SPAN. 06190. MANUFACTURED WOOD BEAMS MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS AS MANUFACTURED BY TRUS-JOIST OR APPROVED EQUAL. STORAGE, ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: MEMBER E Fb Fcp Fv E MIN. LVL (MICROLAM) 1.9E6 2600 750 285 965,710 PSL (PARALLAM) 2.OE6 2900 750 290 1,016,535 1.55E LSL (TIMBERSTRAND) 1.55E6 2325 800 310 787,815 LSL RIM (TIMBERSTRAND) 1.3E6 1700 680 400 660,750 STRUCTURAL DETAILS & NOTES SHEET INDEX SHEET DESCRIPTION DATE SIA STRUCTURAL GENERAL NOTES 09/27/19 S2.1 ROOF FRAMING PLAN 09/27/19 S9.1 FRAMING DETAILS 09/27/19 .NA -RATED W.20 ].THING (E) 2.6 CFIUNG MSTS 0 24" G.C. TS12 TWST STRAP 0 EA. UNG JST.; I PER SOE WOOD COL. RE PLAN SIMPSON an POST BASE PER PLAN - CONC. S.O.G. OR PAVERS 8" MIN. 1 15C-LR -- ^�--_--� BASE PLATE 18' MIN. I:°) ".a J $� PER PLAN 3°CLR a.IL PER PLAN 03 NEW FOOTING AT BACK PORCH Positive Connection required at all posts and beams to ensure against c uplift 1 ft and lateral displacement. V Post Cap or Column Cap rTypes.vC 1Mtcep lh-Wletlen 11 Pressure Treated Column K iq. 'Si Post Base or Column Base >:' Positive Coaaeetian Required Hardware and fasteners in contact with preservative - treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. B1C R317.3.1 IBC 2304.10.5.1 ABBREVIATIONS & AND IN. INCHE(S) 0 AT INFO. INFORMATION ' FEET(FOOT) INT. INTERIOR INCH (INCHES) # POUND(S), NUMBER JST. JOIST - EQUAL(S) JT. JOINT / PER K KIPS(1000) A.B. ANCHOR BOLT ABV. ABOVE LAT. LATERAL ADD. ADDITIONAL LB. POUND(S) ADJ. ADJACENT L.B. LAG BOLT(S) ALUM. ALUMINUM LG. LONG(ITUDINAL) ALT. ALTERNATE LGTH. LENGTH APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING ARCH. ARCHITECTURAL) LLH LONG LEG HORIZONTAL ASSY ASSEMBLY LLV LONG LEG VERTICAL B. BOTTOM LSH LONG SLOTTED HOLE(S) BEL. BELOW LT. WT. LIGHT WEIGHT BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT B.F. BRACED FRAME BLDG. BUILDING MAS. MASONRY BILK. BLOCK MASN. MASONRY BLKG. BLOCKING MAT. MATERIAL BLW. BELOW MAX, MAXIMUM BM. BEAM M.B. MACHINE BOLT BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER BN BOUNDARY NAILING MECH. MECHANICAL BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT B.O. BOTTOM OF MEZZ. MEZZANINE B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER B.O.F. BOTTOM OF FOOTING MIN. MINIMUM BRDG. BRIDGE(ING) Misc. MISCELLANEOUS BRG. BEARING MTL METAL BTM. BOTTOM BTWN. BETWEEN (N) NEW N/A NOT APPLICABLE C CAMBER N.L.B. NON -LOAD BEARING CAME. CAMBERED) NO. NUMBER CANT. CANTILEVERED) N.S. NEAR SIDE CF CUBIC FOOT N.T.S. NOT TO SCALE C.I.P. CAST IN PLACE N.W.C.NORMAL WEIGHT CONCRETE C.J. CONSTRUCTION JOINT CL CENTER LINE O.C. ON CENTER CLG. CEILING O.D. OUTSIDE DIAMETER CLR. CLEAR O.F. OUTSIDE FACE COL COLUMN O.H. OPPOSITE HAND CONIC. CONCRETE OPNG. OPENING CONN. CONNECTION OPP. OPPOSITE CONST. CONSTRUCTION ORNT. ORIENTATE(ION) CONT. CONTINUOUS OSB ORIENTED STRAND BOARD CTSK. COUNTERSINK O.W.J. OPEN WEB JOIST CTR. CENTERED) O.W.T. OPEN WEB TRUSS CVR COVER VERTICAL REINF. CY CUBIC YARD PAF POWDER ACTUATED FASTENER PAR. PARALLEL d PENNY(NAILS) P/C PRECAST DB DROPPED BEAM PEN PANEL EDGE NAIL DBA DEFORMED BAR ANCHORS PERP. PERPENDICULAR OBL. DOUBLE PL PLATE DCW DEMAND CRITICAL WELD PL PROPERTY LINE DEPT. DEPARTMENT PIN PLAN DET. DETAIL PLMBG. PLUMBING OF DOUGLAS FIR - PLYWD. PLYWOOD DIA. DIAMETER PSF POUNDS PER SQUARE FOOT DIAG. DIAGONAL PSI POUNDS PER SQUARE INCH DIAPH. DIAPHRAGM P.T. PRESERVATIVE TREATED DIM. DIMENSION PT POST TENSIONED) ON. DOWN D.O. DITTO(REPEAT) QTY. QUANTITY DP. DEEP D.S. DRAG STRUT R. RADIUS DWG. DRAWING(S) RAID. RADIUS DWL DOWEL(S) RE: REFERENCE REF. REFERENCE (E) EXISTING REINF. REINFORCEMENT(ING) EA. EACH RED. REQUIRED I. E. EACH END R.F. RIGID FRAME E.F. EACH FACE R.O. ROUGH OPENING E.J. EXPANSION JOINT R.S. ROUGH SAWN EL ELEVATION ELEV. ELEVATOR SCR. SCHEDULE EMBD. EMBEDMENT) SCL STRUCTURAL COMPOSITE WOOD EN EDGE NAIL SCHED. SCHEDULE EQ, ENGINEER SHT. SHEET EQ. EQUAL SIN. SIMILAR E EQUIPMENT S.J. SHRINKAGE CONTROL JOINT E . W. EACH WAYP. SKW. SKEW(ED) EXP. EXPANSION S.O.G. SLAB ON EXST. EXISTING SPC. SPACE(S) (ING) EXT. EXTERIOR SPEC. SPECIFICATION(S) SQ. SQUARE FAB. FABRICATION STD. STANDARD FB FLUSH BEAM STGR. STAGGER FDN. FOUNDATION STIFF. STIFFENER(S) F.F. FINISH FLOOR STIR. STIRRUP(S) FIN. FINISH(ED) STL STEEL FLG FLANGE STRUC. STRUCTURAL FUR. FLOOR STRUCT. STRUCTURAL FN FIELD (FACE) NAIL SUSP. SUSPENDED(TION) F.O. FINISHED OPENING SYMM. SYMMETRICAL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY T TOP F.O.S. FACE OF STUD T.&B. TOP AND BOTTOM F.O.W. FACE OF WALL TEMP. TEMPORARY FRMG. FRAME(ING) T.&G. TONGUE AND GROOVE F.S. FAR SIDE THK. THICK(NESS) FSD FORMED STEEL DECK THIRD. THREADED FT. FEET(FOOT) IN TOE NAIL FRTW FIRE RETARDANT TREATED WOOD T.O.S. TOP OF SHEATHING(SLAB) FTG. FOOTING T.O.W. TOP OF WALL TRANSV. TRANSVERSE GA. GAUGE T.O.S.. TOP OF STEEL GALV. GALVANIZE(D) TYP. TYPICAL GEL GRADE BEAM GLB GLUE LAMINATED BEAM U.N.O. UNLESS NOTED OTHERWISE GRD. GRADE U/S UNDERSIDE GWB GYPSUM WALLBOARD GYP. GYPCRETE V. VERTICAL VERT. VERTICAL H. HORIZONTAL WF VERIFY IN FIELD HD HOLDOWN H.D.G. HOT DIPPED GALVANIZED W. WIDE(WIDTH) HDR. HEADER W/ WITH HGR. HANGER W/O WITHOUT HORZ. HORIZONTAL WD. WOOD HORIZ. HORIZONTAL W.H.S. WELDED HEADED STUDS HR HEADER W.P. WORK POINT H.SB. HIGH STRENGTH BOLT W.S. WELDED STUD HT. HEIGHT WT. WEIGHT W.W.F. WELDED WIRE FABRIC I.D. INSIDE DIAMETER I.E. INVERT ELEVATION X-STG EXTRA STRONG I.F. INSIDE FACE XX-STG DOUBLE EXTRA STRONG YD YARD RE,V��fii�n�'I ou 01,7, 0 rn 3 CJ :, Z_ m to w ' cv m o � n 0 m L ) to (V n o C � Cn 4 C W O oo, L � � U U N cl? w U ai = �s�J,Jyy 50 Ce q n , m o m rn O ~ n rn o O ¢ 5 a a ME t- z 03 m v. w w z a rA G O xi N O N b SLR/ J� O O 0 CM CA W S1.1 Framing Notes 1. ROOF FRAMING - RAISE CEILING OVER LIVING ROOM & KITCHEN AS INDICATED IN "CROSS HATCHED AREA" PER DETAILS ON 59.1 2. SEE SHEET 51.1 FOR GENERAL NOTES. 3. VOLUNTARY UPGRADES MAY BE DONE PER DIRECTION PROVIDED ON 18/59.1 WITH ADDED HOLD DOWNS AT SHEARWALL ENDS PER 17/59.1. 4. DARK WALLS INDICATED ARE BELOW THE FRAMING LEVEL. 5. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 3/8" PER FLOOR WOOD SHRINKAGE. 6. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. 7. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE. . 8. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND TOP PLATE ELEVATIONS. 10. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO FOUNDATION OR SUPPORTING BEAM. 11. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF (1) FULL HEIGHT STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. 12. PROVIDE MINIMUM (2) 2X BUNDLED STUDS UNDER EACH BEAM END, TYPICAL UNLESS NOTED OTHERWISE. Note: EXISTING AS -BUILT PLANS BY CONTRACTOR PROVIDED TO CT ENGINEERING ON JULY 15TH, 2019 M Main Floor Framing Plan SCALE: 1/4" = 1'-0" ':UILDI 4G DEPARTNIEN7 GRAPHIC SCALE GITYOFEDMONDS -4 0 2 4 8 ( IN FEET ) 1 inch = 4 ft. 0 m m 3 CJ '" Z_ m m G., o � � o n .t4 M � � m C iT d C M q " p m n U U � u1COO $ U �t� opa 0 rbdJtyy 0 �tp m ❑ r � rn [g d w m .. m � O n 0 5 a � a � N H w W W Z a ai O O i� 'd !�1 N 1L1 c) I"i"1 � Rti O . p.l rI O O N W 52.0 Framing Notes 1. ROOF FRAMING - RAISE CEILING OVER LIVING ROOM & KITCHEN AS INDICATED IN "CROSS HATCHED AREA" PER DETAILS ON S9.1 2. SEE SHEET S1.1 FOR GENERAL NOTES. 3. VOLUNTARY UPGRADES MAY BE DONE PER DIRECTION PROVIDED ON 18/S9.1 WITH ADDED HOLD DOWNS AT SHEARWALL ENDS PER 17/S9.1. 4. DARK WALLS INDICATED ARE BELOW THE FRAMING LEVEL 5. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 3/8° PER FLOOR WOOD SHRINKAGE. 6. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. 7. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE. . 8. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND TOP PLATE ELEVATIONS. 10. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO FOUNDATION OR SUPPORTING BEAM. 11. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF (1) FULL HEIGHT STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. 12. PROVIDE MINIMUM (2) 2X BUNDLED STUDS UNDER EACH BEAM END, TYPICAL UNLESS NOTED OTHERWISE Note: E1DSTING AS -BUILT PLANS BY CONTRACTOR PROVIDED TO CT ENGINEERING ON JULY 15TH, 2019 Roof Framing Plan SCALE: 1/4" = 1'-O" OCT Ll'i =(:' 9UILUINu L'EPARTMF1 i CITY OF EO,P,ONO GRAPHIC SCALE -4 0 2 4 8 ( IN FEET ) 1 inch = 4 ft. F— U A � o w a� m O N O 5 a a K r z m m Q C N U F Zw Z w BOTTOM OF NEW CEIUNG JOISTS ELEV. BOTTOM OF EXIST. COILING JOISTS ELEV. BOTTOM OF NEW CEILING JO S 5 ELLV BOTTOM OF EXIST. CEILING JOISTS ELEV. EAST WALL TO ROOF BEAR ON (E)JST BEAR ON (E)WALL a 10 (N) 2-2x6 0 OPENING EDGE (ROLL TO MATCH ROOF PITCH) FAS RA 0 (E)RA Od FACE NAILS 0 .C. STAGG. (N) 2-2x6 0 OPENING EDGE s (ROLL TO MATCH ROOF PITCH) LUS26-2 LUS26 HANGER HANGER RAFTER TOP VIEW v BEAR ON WALL &LAP AFTER 0 ENDS T / W/(3)SDS25300 SCREW11 TO . E T JST BUTTS IN (N)RA BV. ON WALL &LAP R 0 ENDS 2X6 INEI CK W/( 25300 ::SCREWS INTO LUS26-2 HANGER, (N)LUS26 HAN TYP CUT JOIST TO LAP (E)RAFTER PROVIDE 0 ENDS W/(3)SDS25300 SKYLIGHT SHAFT LL SCREWS INTO •; OPENING v. SIDE >!y CEILING TOP VIEW 16 NEW 2FTx4FT SKYLIGHT OPENING (E)2x8 RAFTERS 0 24"O.C. TO REMAIN mfblqbqlqo, (E)HIGH COLLAR -TIE TO BE REMOVED• ..................................................................................................................................... (E)CEIUNG JOISTS TO BE REMOVED - - ---------------- 1G JOISTS TO BE REMOVED TO DET. 8 NOTE) -CONTRACTOR TEMPORARY SEQUENCING IS RESPONSIBLE FOR BRACING & CONSTRUCTION (E.G.-EXIST. RAFTERS). EXISTING SECTION NOTE, THE EXIST. CEILING JOISTS MAY BE ACTING PARTIALLY AS A TENSIONED (N)2x10 BLKG. TO EA. SIDE OF EXISTING SECTION COLLAR -BE. (E) RIM BOARD (APPROX. 22.5 LONG) BTWN. EXIST. JOIST; 2 APA 48:24 SHEATHING x 12" ADD A35 TO EA. ROWS OF 10dx1.5' NAILS O 6' O.C. ON 1ST SIDE & 2 ROWS OF SHEATHING PIECE W/10d 0 3" RAFTER (R1 & ER) 10dX3" NAILS 0 6" O.C. ON OPP. O.C. PERIMETER TO OUTSIDE OF TO NEW 200 BLKG. SIDE (E) & (N) RAFTERS (N)2x8 RAFTERS 21 FULL -HT. BLKG. ON WALL BTWN. RAFTERS W/ 0 24' O.C. • A35 TO WALL R1 R1 A35 TO ROOF BOARD UNDERSIDE (SPAX#6xJx" SCREWS) MAINTENANCE PLATFORM J1 TO ®: (6)10d COMMON FACE NAILS ®1 TO Q: (6)10d COMMON FACE NAILS APA 40:20 ING END VIEW ® WALL w O d NauN .12° o.c TIT (3) 4 RAT RUNS W/(2)10d I FACE NAILS 0 EA. JOIST LAP ° 1 e I J1 ?RAFUTER (N)2x6 JOISTS ........... 0 COILING UFT ONLY 24" O.C. 2x6 BRACE 0 45' UP (& FOR BRACE CONN.; INWARD) 0 EA. END OF LIFTED PROPOSED SECTION LUS26 HGR. TO JOIST CUP TO E.A. NEW CEILING TO ROOF: TO WALL • 4-10d FACE NAILS TO 2x6 JOISTS. ALONG MID SPAN OF ROOF ................................................................. .....BLKG..BTWN. . . 4-10d FACE NAILS ........................................ RAFTERS, ADD' ROOF OF........ B0 LKG. 0 ROOF 2x8 BLOCKING W/A35 0 24. O.C. W/SPAX#6xf PROPOSED SECTION SCREWS INTO ROOF SHEARWALL PER PLAN Mln END ur SHEARWALL (6)STUDS WITH 16d FACE NAILS THRU EA. STUD ® 4" O.C. FOR POST —INSTALLED CONNECTION, DOUBLE SPECIFIED ANCHOR (EX. —USE TWO HDU8'S IF HOLDDOWN LOCATION SPECIFIED) ALL —THREAD ANCHOR BOLT AT CENTER OF FRAMED WALL, EMBEDDED IN 8 . II • DRILLED, CLEANED a ..II: a'HOLE FILLED Il TH SIMPSON SET—WXP II dl d ADHESIVE PER � °. ' uI: •` ESR-2508 INSTRUCTIONS ® N—S RIDGE & CEILING: NEW RETROFITS (N)r APA 40:20 SHEATHING W/10d NAILING 0 6':12" O.C. OVER EXIST. 1x INTO ROOF (E)RAFTERS� FRAMING EDGE NAILING INTO BLKG._ WHERE CEIUNG JOIST & RAFTER LAP, ADD (N)2x FULL HT. BLKG. (3)SDS25300 SCREWS 0 3" W/A35 TO WALL MIN. SPACING ° (E)CEIUNG JOISTS TO BE REMOVED (REFER TO DEL 8 NOTE) A35 0 24' O.C. W/SPAX#6xr SCREWS INTO ROOF 2x FULL -HT. BLKG.-- W/A35 TO TOP PL & 3-10d TOE NAILS 0 ENDS TO RAFTER I}L I WALL ONLY 2x4 SNJ2 ON J2 20 STUD ON B/PL -(N)H2.5T CUP TO EA. '--(E)CLG. JOISTS RAFTER TO WALL 47 APA 24.16 NAILING INTO PL SHEATHING WITH 8d COM. NAILING 0 6':12' O.C. VENTING & INSULATION BY OTHERS; IT IS PERMISSABLE TO DRILL 3-3'DIA. HOLES THRU BLOCKING (N) FRAMED PONY WALL NOT SHOWN: REFER TO DETAIL TO LEFT L- SHEARWAI I S• WHERE INDICATED ON PLAN, 1V APA 24:16 SHEATHING WITH 6" O.C. TO PANEL EDGES,12" O.C. IN FIELD; RUN PANELS VERTICALLY, END VERT. PANEL EDGES ON STUDS & PROWDE 2x BLOCKING BEHIND HORZ. PANEL EDGES; ADD HOLD DOWN STRAPS 0 SHEARWALLS PER 17/SB.1: AT RAKED WALLS AND GABLE -ENDS, SHEATHING NEEDS TO CONT. TO ROOF r0x8' TITEN HD SCREW FRAMED PONY WALL ONLY 14 WEST WALL TO ROOF: NEW RETROFITS W/WASHER PL3x3xO.22B° (16' O.C. AT SHEARWALLS, 48' O.C. REFER TO DETAIL 14 OTHERWISE) [LEDGE NAIUNG INTO PL E) CARDECKING L (N)2x FACE CRAWL SPACE B N CLG. JST. B ECG 17 HOLD DOWN SEISMIC UPGRADES (VOLUNTARY) 118 VOLUNTARY SEISMIC & FRAMING UPGRADES 19 (E)DECK BEAM EXISTING SECTION 0 TO ®: (6)10d COMMON FACE NAILS ®TO ®: (6)10d COMMON FACE NAILS ®TO R1 / ER : (6)10d COMMON FACE NAILS �(N)& BLOCK (N)H2.5T CUP TO EA. R2 muruV )tU [Ur VILW I KICKERS 0 247 O.C. W/(2)10d NAILS PER END (N)JOISTS PER DETAIL 14 ®TO®: (6)1Od COMMON FACE NAILS -(N)2x8 RAFTERS 0 24' O.C. (N)2x4 PONY WALL STUDS 0 24" O.C. W/SGLTOP PL BLW. (N)JST OVER (E)WALL (E)JOISTS TO REMAIN (N)STUD TO (E)TOP PL: A[ SCREWS OVER BEDROOM (N)A35 CLIP (NOT SHOWN) ST TO BEDROOM HALL LINING RM —___....... _S26 HGR. CEILING JOISTS PERP. TO WALL J©TO Rt : (6)tOd CON. FACE NAILS II (N)2x6 JOISTS 0 24" O.C. (N)2X6 BLKG. 0 24" O.C. BTWN. (N)CLG. JST.; (2)10d NAILS THRU (N)TOP PL INTO UNDERSIDE / N . 1_... (N)STUD TO (E)TOP PL: ADD (N)A35 CUP (NOT SHOWN) BEDROOM CEILING JOISTSAJAL'Ldr OCT 0 t ii ^N nF FOMO I— U A rn n \ m E4 # xn o N 0 o �a A a I- k Z m N U r• w w z a C7 z° �3 rA r--q .ram ct all �7 �y CD to II T�1• rSrl' N W S91 ELECTRICAL LEGEND B © RECESSED CAN $ SWITCH �@= DUPLEX OUTLET . SMOKE DEFECTOR - F� W�SWASHER $p DIMMER SWITCH SWRCHED OUTLET CM ON MONOXIDE DOCTOR $x THREE-WAY SWITCH �5 SCONCE � yrd GFCI DUPLEX OUTLET OF EXHAUST FAN $T TIMER SWITCH � DEDICATED CIRCUIT ®S FUTURE SOUPANEL PAN Q1 FLOOD 4, QUADRUPLEX OUTLET ELECTRIC METER t1 M CONTRACTOR TO PROVIDE ELECTRICAL CIRCUITS AND CONNECTIONS FOR ALL APPLIANCES PER BUILDING �Q= WEATHER-PROOF a RG6 TV CODE. CONTRACTOR TO PROVIDE & VERIFY ADDITIONAL wv DIET RECEPTACLES NOT SHOWN ON PLAN AS REQUIRED TO Np CAT 5 MEET CURRENT CODE COMPLIANCE Q THERMOSTAT �( TIMER CONTROLLED K Phone m I (E) 2.,7 BEDROOM BATH 0 m B�1m \JF7 r I (E) BEDROOM (E) (E). BEDROOM BEDROOM L= = E BBQ (E) KITCHEN (E) �d DINING (E) LIVING rFUR.E) w (E) FAMILY (E) UTILITY 20 (E) GARAGE hN� M NEW SIDE WALL v ``FFYY LOCATION OF DOOR BELL METER (E) LOCATION OF METER TO BE RELOCATED POWR PLAN © 5' to, ~ SCALE: 1/4"=1'-O" NORTH 3U�� pF EDMOND,1 i McArthur Residence Alteration 23001 107th PL W Edmonds, WA 98020 Permit Set Date: Description: 9 26 19 Permit Intake Project No.: 1934.00 Drawn: E POWER PLAN Sheet No: El .0 ELECTRICAL LEGEND © RECESSED CAN $ SWITCH DUPLEX OUTLET . SMOKE DETECTOR _ _ �� \ C \ RECESSED CAN DIMMER SWITCH SWITCHED OUTLET CM CARBON MONOXIDEi�/ WALL WASHER $o DETECTOR ,/ F_ — --1 \ , I THREE-WAY SWITCH GFCI DUPLEX OUTLET OF EXHAUST FAN / L4 SKYUG� / �j SCONCE yra X FLOOD $r TIMER SWITCH � DEDICATED CIRCUIT S� FUTURE SOLAR PANEL QUADRUPLE( OUTLET ELECTRIC METER hM. CONTRACTOR TO PROVIDE ELECTRICAL CIRCUITS AND CONNECTIONS FOR ALL APPLIANCES PER BUILDING WEATHER-PROOF b RG6 TV 1 1 1 \ CODE. CONTRACTOR TO PROVIDE & VERIFY ADDITIONAL WP OUTLET I I I \ RECEPTACLES NOT SHOWN ON PLAN AS REQUIRED TO Hp CAT 5 MEET CURRENT CODE COMPLIANCE. Q THERMOSTAT / I T<--TIMER CONTROLLED H Phone IF 1 / / N4 SKYUG"/ AR_ / ONJ, i \ F� __ /I / I \ \ TT 61 LJ LIGHTING PLAN © D 10' 0 SCALE: 1�4"=1'-0" NORTH OCT i) 1 CITY Ou E MONDSVi CITYOF EDMOHDS McArthur Residence Alteration 23001 107th PL W Edmonds, WA 98020 Permit Set Date: Description: 9 26 19 Permit Intake Project No.: 1934.00 Drawn: Sheet No: E2.0