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GENERAL NOTES: SYMBOLS LEGEND
<br />1. All construction shall comply with the 2015 IRC as revised and adopted by the city of Everett, Washington State Energy Code, and all applicable 1. GRID UNE REFERENCE
<br />local codes, ordinances and standards.
<br />2. The contractor shall maintain in good condition, one complete set of plans with all revislons,addenda, and change orders, on the premises at
<br />all times. -+ A
<br />3. All work shall be applied in accordance with manufacture's latest recommendation or written directions.
<br />4. All dimensions are to face of stud or centerline of column, or taco of concrete work unless otherwhe noted.
<br />5. When clear dimensions are noted(CUR) they refer to clearance from finished surfaces.
<br />6. Where construction details are not shown or noted for any pan of the work, the details shall be the same as for other similar work.
<br />7. Where devices or Items or parts thereof are referred to in singular, it Is intended that such shall apply to ea many such devices, items or parts as 2. ROOM REFERENCE LIVI N RR00 M ROOM NAME
<br />are required to properly complete the work.
<br />8. The Contractor will verity and conform to all requirements of all utility companies. IDO ROOM NUMBER
<br />9. All debris shall be removed from premises and all area shall be left In a clean (broom) condition at all times.
<br />10. The Contractor shall be responsible for the complete security of the building and site while the job is in progress.
<br />11. Tha Contractor shall take at I necessary precautions to ensure the safety of the workers at all times.
<br />12. All work shall be guaranteed for a period of one (1) year after completion, unless otherwise specified, and shall be so stated in Contractor's
<br />written proposal and agreement. All repairs, corrections, discrepancies, etc., must be made without any additional cost to the Owner, and 8 REFERENCE DOOR
<br />within five (5) days after notice is given. SCHEDULE
<br />13. All operations conducted on the premises shall not be objectionable beyond the property boundary lines by reason of noise, steam, odor, 3. DOOR REFERENCE
<br />fumes, gases, smoke, vibrations, hazard or other causes.
<br />14. The Contractor shall provide temporary water, power and toilet facilities.
<br />15. In combustible construction, fire stopping and draft stopping shall be Installed to cut off all concealed draft opening both vertical and horizonal
<br />and shal I form and effective barrier between floors, between a top story and a roof or attic space; and shal I subdivide amc spaces, concealed 4. WINDOW/SKYLIGHT REFERENCE
<br />O roof spaces ono floor -calling assemblies. The Integrity of all fire and draft stops shall be maintained.
<br />16. Attic access and ventilation shall conform to the 2015 IRC. Minimum vent area shall be 1/150 of the attic area.
<br />17. All wood members in contact with concrete shall be pressure treated.
<br />19. Install roofing permanufacturerss stems halspecifications. E�
<br />19. Gypsum wall board systems shall conform to the LAC. All exposed gypsum board m have metal edges at all corners. Water resistant boats 5. ELEVATION/ DATUM REFERENCE
<br />shall be used in So rooms and all wet areas unless noted on the plans. To
<br />20. All plans and glazing shall comply with the IBC and the US Product Sally Commission,
<br />21. All exterior glass to meet the requirements set forth in the Washington state Energy Code. Provide screens on all operable windows.
<br />22. The contractor shall verity all door and window rough opening dimensions with door and window manufacturers.
<br />23. All entrance doors shall have a dead bolt with a minimum 1/2' penetration of the latch. e DRAWING NUMBER
<br />24. Post the street address numbers on the building so as to be visable to the public. An additional8. EXTERIOR ELEVATION
<br />additional set of numbers shall he visablefrom the street A3.00 SHEET NUMBER
<br />fronting the property. Numbers shall contrast with the background color scheme.
<br />25. All fireplaces are to be provided with tight flue dampers with outside combustible air.
<br />26. Water heaters shal I be provided with a pressure/temperature relief valve with a drain plumbed to the outside. UPC Section 608.5.
<br />27. Water heaters and other fuel burning equipment shall receive all combustion air ham the outside. UMC Section 701.2.
<br />28. All service water piping and all piping within the building shall be insulated per the Washington State Energy Code. t DRAWING NUMBER
<br />29. Water heaters shall comply with the requirements of ASHRAE 90-75 and shall be vented to the exterior. insulation shall be as required by the 7. BUILDING SECTION
<br />Washington State Energy Code. Strap all water heaters as per UPC Section 508.2 to resist seismic activity. A4.00 SHEET NUMBER
<br />30. Exterior joints around window and door frame, openings between walls and foundations, between walls and roof, and between all panels,
<br />openings at penetrations of utility services through walls, floors and doors, and all other such openings in the bulltling envelope shall be sealed,
<br />caulked, gasketed or weather stripped to limit air leakage and eliminate water penetration.
<br />31. All
<br />tears and joints in baft Insulabon to be sealed with tape. DRAWING NUMBER
<br />32. Vapor barrier shall be installed on the warm side of all exterior walls. S. WALL SECTION t
<br />33. Insulation Including facings shall have a minimum flame spread rating of 25 and a maximum smoke density of 450 when tested in accordance A4.10 SHEET NUMBER
<br />with IRC Standards.
<br />34. Building shall comply with air leakage control requirements of the Washington State Energy Code.
<br />35. - Contractor shall comply with the lighting/switching and lighting power budgets as specified In the Washington State Energy Code. Contractor
<br />shall submit drawings for review and approval by the city of Everett and obtain all necomay permits.
<br />36, Electrical rough In and reflected ceiling plan are the general Information of the Contractor. Exact locations should be verify an site. DRAWING NUMBER
<br />37. Electrical and mechanical systems and all plumbing systems shall be bidder design. 9. INTERIOR ELEVATION 4 A5.00 2
<br />38. Shower heads shall have a maximum water flax of 2.5 gallons per minute. SHEET NUMBER
<br />39. Mechanical ventilation in all kitchens shall be by perscription using a minimum 100 rim tan vented to the outside.
<br />40. Provide bathrooms with a mechanically operated exhaust system of 50-75 ctm. The fans should cycle an a 24 hour timer based on 8 hours of
<br />occupancy out of 24. Connect system directly to exterior with the point of discharge a minimum of 3 feet away from any building opening.
<br />10. DETAILREFERENCE XX DRAWING NUMBER
<br />SHEET NUMBER
<br />J.
<br />GENERAL STRUCTURAL NOTES:
<br />1. Code: International Residential Code, 2015 Edition as adopted by the city of Everett
<br />2. Loads: Hoot 25 PSF (Snow)
<br />Seismic Design Category: D
<br />Wind: 85 MPH (Exposure B)
<br />3. Soil bearing capacity assumed to be 1500 PER All footings shall bear on undisputed earth or soil compacted to 98%modified proctor per
<br />ASTMD-1557. All exterior footings shall be 181 below lowest adjacent grade. Contractor to confirm soil bearing.
<br />4. Concrete: Pc - 2500 PSI at 28 days for all slab on grade and footings. Minimum 5-)' sack mix per cubic yard. Concrete cover to main
<br />reinforcement shall be measured from formed surfaces as follows
<br />Weather Face: 1 1/2"
<br />Interior Face: 3/4"
<br />Earth Face: 2'
<br />Footings Cast Against Earth: 3"
<br />5. Reinforcing: Deformed oars ASTM A-615 Grade 60(FY+60,000 PSI) unless otherwise noted on the drawings. Lap all continuous reinforcing
<br />bars 40 bar diameters, 2A- minimum, unless otherwise noted. Provide comer bars (2'-0' bend) for all horizontal reinforcement Detail
<br />reinforcing bars in accordance with the'ACI Detailing Manl lap adjacent mats of welded wire mesh fabric a minimum of 8' at sides and
<br />ends.
<br />6. Metals: All structural and miscellaneous steel shall conform to ASDTM A-36 fly = 36,000 PSI) unless otherwise noted. Machine bolts to be
<br />A-307. Anchor bolts into concrete shall be placed accurately according to size and locations shown and provided for by others. All expansion
<br />bolts shell I be Will Kwik Bolts or approved equal. Follow manufacturer's written directions. Misc. steel hangers to be Simpson or approved
<br />equal. Nall all holes as specified by manufacturer unless noted otherwise.
<br />7. Framing Materials: All nails to be common nails. No box mils allowed. Lumber gentles as follows:
<br />2x or 3x Studs HF stud grade or better
<br />2x Joists IF
<br />#2 or better except roof #1
<br />4x Beams OF #2 or ballet
<br />6x Beams OF #1 or better
<br />4x or 6x Posts OF #1 or baler
<br />Otherwise OF #2 or baler
<br />All lumber shall conform to'WWPA Grading Rules for Western Lumber" and each place shall bear a valid grade stamp. Bolt heads and nuts
<br />bearing against wood shall be provide with a standard cut washer.
<br />8. Wall Framing: refer to drawings for the size of all walls. All studs shall be spaced at 16" O.C. unless noted otherwise two studs, minimum, shall
<br />be provided at the and of all walls & at each side of openings, & at beam or header hearing locations. Two 2x8 headers shall be provided war
<br />allopenings not otherwise noted. Solid blocking for wood columns shall be provided through floors to supports below. Provide continuous
<br />solid blocking at mid -height of all stud walls over 10'-01in height. All walls shall have a single bottom plate and double plate. Endnalltop
<br />plate to each stud with two 16d nails, & toenail or end nail each stud to bottom plate with two 16d nails. Face nail double top plate with 16d
<br />972" O.C. & lap minimum 4'-0" at joints and provide eight 16d nails @ 4" O.C. each side joint. Lower plate shall be attached to wood
<br />framing below with 16d nails @ 6" O.C., or attached to concrete below with i" diameter anchor bolts @ 4" O.C., embedded 7" minimum unless
<br />noted otherwise. Individual members of built-up posts shall be nailed to each other with two rows of 16d @ 12' O.C. unless noted otherwise.
<br />Gypsum wallboard shall be fastened to the Interior surface of all studs and plates with No. 6 x 1 11' lype'S' or'W'screws @ 8' O.C. unless
<br />noted otherwise. I" Rommel APA rated sheathing shall be nailed to all exterior vertical surfaces with Bd nails @ 6' O.C. at panel edges, top,
<br />and bottom plates, with unsupported edges blocked, and to all Intermediate studs and blocking with Ed nails @ 121 O.C. Allow kspacing at all
<br />panel edges and panel ends.
<br />9. Floor and Hoof Framing: provide double joists under all parallel panitlons that extend over more than half the joist length & around all openings
<br />In floors or roofs unless noted otherwise provide sal Id blocking at at I bearing points. Toenail joists to supports with two 16d mils. Attach
<br />timber joists to flush headers or beams with Simpson metal joist hangers per notes. Nail all multi -joist beams together with two rows 16d @
<br />12' O.C. unless noted otherwise of the plans, plywood roof and floor sheathing shall be laid up with groin perpendicular to supports and nailed
<br />6' O.C. with Bit nails to framed panel edges, struts and over stud walls shown on plans, and @ 12" O.C. to Intermediate supports. Provide
<br />approved plywood edge clips centered between jobtartrusses at unblocked roof sheathing edges. All floor sheathing edges shall be approved
<br />T&G joints or shall be supported with solid blocking. Allowk spacing at all panel edges and ends of floor and roof sheathing. Toenail blocking
<br />to supports with 16d @ 12" D.C. unless noted otherwise.
<br />1D. Connectors: Timber connectors shall be "Strong -Tie" by Simpson company. All 2x joists shall be connected to flush beam with 'LUS"series
<br />lot st hangers. All TJI joists shall be connected to flush beams with 'ITS" series joists hangers. All double joist beams shall be connected to
<br />flush beams with 'MIT" sedan joist hangars.
<br />11. Glu-Luminaled Beams: Shall be kiln dried, industrial appearance, (F'b=2,400 PSI; FV=165 PSI) Doug Fir stress grade combination 24F-V4 at
<br />simple span beams and stress grade combination AWS 24F-V8 (Pb=2,400 PSI; F 4=190 PSI) at cantilever beams. Provide tap tension lams
<br />at cantilevers.
<br />12. Sheathing:
<br />Floor Sheathing: nominal with span rating 48/24.
<br />Roof Sheathing: nominal with span rating 32/16.
<br />Wall Sheathing: nominal with span rating 24/0.
<br />Plywood sheathing shall be grade C-D, exterior glue or structural II, exterior glue. Oriented strand board of equivalent thickness, exposure rating
<br />and Panel index may be used in lieu of plywood.
<br />All sheathing shall conform to US Product Standard PSI-74. Nailing shall be as indicated.
<br />13. Trusses: Shall be metal plate connected wood trusses, fabricated in accordance with IRC 802.1;.2. Truss manufacturer to provide all required
<br />bridging and blocking for permanent placement and during erection. Design criteria shall meet or exceed the following:
<br />Roof Trusses: Loading -Top Chord: 25 psi live load & 11 psi dead load
<br />Loading - Bottom Chord:4 psi dead load
<br />Deflection -Live Load: L/360
<br />Total Load: U240
<br />11. ASSEMBLY REFERENCE
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<br />VICINITY MAP
<br />SCALE: NTS
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<br />5'SIDE YARD SETBACK r-------� ----------------
<br />` - - - -
<br />I �
<br />I 2
<br />[E] DECK TO REM. -
<br />3 (244 FTl) m
<br />EXISTING SINGLE-FAMILY RESIDENCE 2'
<br />oaf,,,sS,. (1910) r �
<br />PTpddtd Duptyr
<br />Permit#:
<br />BW1803-006
<br />Site Address:
<br />2514 RUCKER AVE
<br />Owner:
<br />YOUNG MICHAELTODDS, BETH JOY
<br />Tenant:
<br />LTenName]
<br />APPDate:
<br />3/20/2018
<br />D
<br />Proposed Use:
<br />Dti
<br />OCT 20 20
<br />Description:
<br />CONVERT SFR INTO DUPLEX. REMOVE 3RD
<br />UNIT INSTALLED W/O PERMIT
<br />CITY OF EVERETT
<br />Reviewed By:
<br />Dag:'
<br />Perot Services
<br />,)(Qffce Set
<br />Jab Site Set _Fire/Planning Set
<br />APPROVED
<br />PLANNING & COMMUNITY
<br />IDEV OP ENT EPT.
<br />DATE )
<br />APPROVED�%�M6TFA
<br />PUBLIC 0 KS DEPA TM T
<br />C
<br />-
<br />BY
<br />DATE
<br />Q
<br />CITY OF EVERETT REVIEWED FOR PERMIT
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<br />11912
<br />REGI ITERCT
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<br />IF s FY S SS
<br />GARIN A. CHENK
<br />STATE OF wAEHINGT
<br />I- W �
<br />II �f•
<br />20'
<br />REMOVE L_
<br />CANTIMED
<br />BALCONY
<br />§ [E] CONCHETE STAIR I a
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<br />SOUTH PROPER]NE=
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<br />[E] CONC. RETAINING WALL
<br />1
<br />SITE PLAN
<br />IMPERVIOUS AREA CALCULATION:
<br />LOT COVERAGE CALCULATION:
<br />REFERENCE CONSTRUCTION MEMO ISSUING
<br />SCALE: 1"=10'
<br />SITE AREA--6;B98'FTr
<br />SITE AREA: -WFF
<br />13. REVISION REFERENCE
<br />REVISION. ONLY MOST RECENT REVISION SHOWN
<br />(�zapo
<br />6000
<br />CLOUDED.
<br />0 10' 20' 30'
<br />[E]ROOF AREA: 1,868 FP
<br />BUILDING AREA: 1,294 Frz
<br />[E] PAVED WALK 367 F12
<br />GARAGE AREA: 264 FP
<br />0 FOR PREVIOUS REVISIONS REMAINS. DATE
<br />DECK AREA: 243 FP
<br />OF REVISIONS INDICATED AT RIGHT MARGINS.
<br />NEW PAVED WALK: 9 FF
<br />PROPOSED ADDITIONAL COVERAGE: 0 FP
<br />_ 5.:=✓";JY,, ,Y7�°,+s'#1°?-
<br />d.�; - c.
<br />TOTAL NEW/REPLACED: 9FP
<br />. -.:
<br />•raj
<br />TOTAL IMPERVIOUS: 2,244 FR
<br />LOT COVERAGE TOTAL: 1,801 FP
<br />GRADING AND DRAINAG$-\
<br />PERCENT IMPERVIOUS: 36.8%
<br />PERCENT COVERAGE: 29.5%
<br />L Provisions sheofl be made for the control and drainage of surface"
<br />MATERIALS LEGEND
<br />water around buildings by. gutters, drain lines, inlets and catch
<br />basins cr other necessary drainage structures and shall be iir ll_tl
<br />where storm water disposal cannot be obtained without their use ;I
<br />APPLICABLE CODES
<br />PROJECT INFORMATION
<br />where erosion cannot be prevented by finish grading and planti o
<br />WOOD BLOCKING SHIM WOOD FRAMING
<br />(CONTINUOUS)
<br />Dry wells shall not be installed in areas where the soil is rat well
<br />Q
<br />2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
<br />PROJECT DESCRIPTION:
<br />drained andlor porous.
<br />20151NTERNATIONAL RESIDENTIAL CODE(IRC)
<br />RESPONSE TO NOTICE OF CONDEMNATION (CASE #CE17-D651) WHICH STATES THAT
<br />2015 WASHINGTON STATE ENERGY CODE- RESIDENTIAL(WSEC)
<br />EXISTING SINGLE-FAMILY RESIDENCE HAS BEEN ILLEGALLY CONVERTED INTO
<br />2. Grading shall be provided to insure:
<br />2018 EVERETT MUNICIPAL CODE(EMC)
<br />Q TRIPLEX, ACCOMPANYING DRAWINGS AREINHEFERENC ASE AND SHOW
<br />FINISH WOOD
<br />PLYWOOD
<br />(a) Diversion of water away from buildings.
<br />2 THE CONVERSION OF THE SINGLE FAMILY RESIDENCET AWP HICH ADDS
<br />SECOND UNIT TO THE ENSTING BASEMENT. THERE IS NO DWORK OUTSIDE
<br />(b) Prevention of standing water and soil saturation detrimental
<br />OF THE ENVELOPE OF THE EXISTING STRUCTURE.
<br />Q
<br />to structures and lot use.
<br />3
<br />BATT INSULATION
<br />- RIGID INSULATION
<br />(c) That ratural drainage channels or basins all not blocked or
<br />filled.
<br />ZONING/BUILDING CODE SUMMARY
<br />SITE ADDRESS:
<br />2514 RUCKER AVENUE - EVERETT, WA 98201
<br />Id) Provisions for the disposal of water from a lot.
<br />PARCEL #: OD439155902500
<br />GRAVEL
<br />EARTH
<br />gel Protection of adjoining properly.
<br />Q
<br />OCCUPANCY CLASSIFICATION:
<br />: T S R-3
<br />LEGAL DESCRIPTION:
<br />EVERETT PLAT OF BLN 559 D-00 LOTS 25 & 26
<br />PRO OSE DU LEX: R-2
<br />IFBUILDING 1S NOT POSITIONED AS
<br />CONSTRUCTION TYPE: V-B
<br />ZONING: CORE RESIDENTIAL (I'll
<br />STEEL
<br />ALUMINUM
<br />INDICATED ON APPROVED SITE PLAN,
<br />A NEW SITE PLAN SHALL BE SUBMIT.
<br />IEBC RISK CATEGORY:
<br />OWNER INFORMATION.
<br />TOEDA YOUNG
<br />TEE. D FURTHERINSPECTIONSTHE
<br />BE MADE ON THIS PROTECT UNTII. THE
<br />IL
<br />• II
<br />• PROPOSED DUPLEX: II
<br />LYMPIC -..
<br />192330LYMPICVEW DANE-EOMONDS, WA 98020
<br />REVISED SITE PLAN HAS BEEN &WROV-
<br />ENTAIL: . TODDYOUNG@HOTMAILCOM
<br />CELL 2O&841.86A
<br />DRAWN: GS
<br />DATE:
<br />2018.03.13
<br />PROJECT#: 2018.01
<br />SCALE:
<br />PER DRAWING
<br />PHASE:
<br />BUILDING PERMIT SUBMITTAL
<br />MARCH 19, 2018
<br />REVISIONS:
<br />QPEAMITSET REVISIONS
<br />t 201BA7.02
<br />2 PERMIT SET REVISIONS
<br />2019.04.18
<br />PERMIT SET REVISIONS
<br />3 2019A5.10
<br />ED BY THE BUILDINOIPOBUC WORKS TITLE:
<br />C.M.U. BRICK DEPTS. ENERGY CODE C505.1: PROJECT REFERENCE NUMBERS: '
<br />EXISTING STRUCTURE NOT UNDERGOING A GREATER DEMAND FOR ADDITIONAL NOTICE OF VIOLATIONS: #CE17-065' CITY OF EVERETT
<br />Roof trusses to be designed UNIT, BUT NEW BASEMENT UNIT WILL HAVE TO MEET PROVISIONS OF CURRENT NONCONFORMING BUILDING: #17-042 GENERAL PROJECT
<br />It is owners responsibility to establish and stake of and drawmg prepared by coDE. REVIEWED FOR PERMIT
<br />STONE CONCRETE
<br />property lines. a State licensed structural INFORMATION +
<br />engineer. DEFERRED SUBMfRALS:
<br />CONCRETE -ENCASED ELECTRODE
<br />•�AIAI
<br />•
<br />•
<br />PROPANE TANKS, HEAT PUMPS AND
<br />OTHER EQUIPMENT OR APPURTENANCES
<br />MAY NOT BE LOCATED IN THE FRO M
<br />Additional Permits Are Required
<br />For This Project To Include:
<br />Plumbing Sprinkler
<br />❑
<br />SITE PLAN
<br />SHEET.
<br />(LIFER GROUND) REQUIRED
<br />PER NEC 250.5E
<br />A Benchmark Is Required On Site
<br />AND SIDE SETBACKS. PROPANE TANKS
<br />REQUIRE ADDITIONAL PERMITS ISSUED
<br />P
<br />($[ Mechanical ❑ Fire Alarm
<br />(INSPECTED AT FOOTINGS)
<br />To Verify Approv,-d Building Height
<br />BY THE
<br />ETEVERETT
<br />FIRES DEPARTMENTPRIOR
<br />Q( Electrical
<br />A0.0
<br />
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