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COPYRIGHT a 2017 KOVACH ARCHITECTS, Inc: P,S. (ALL RIGHTS RESERVED)
<br />SYMBOL LEGEND.
<br />FP
<br />FREEZE PROTECTED HOSE
<br />HB
<br />BIBS 16" AFG
<br />(�
<br />GEILING FAN
<br />FLOOR DRAIN
<br />0
<br />SMOKE DETECTOR
<br />Ca
<br />CARBON MONOXIDE
<br />DETECTOR
<br />N (:;)" rF.5.'
<br />1. ALL SHOP DRAWINGS TO BE SUBMITTED
<br />FOR REVIEW AND APPROVE L BY THE
<br />ARCHITECT PRIOR TO CONSTRUCTION.
<br />EMERGENCY EGRESS
<br />LIGHTING (1FG w/ BU POWER)
<br />FIRE EXTINGUISHER
<br />2A1OBG RATED TYPICAL
<br />DOOR MARKER
<br />d WINDOW MARKER
<br />WALL MARKER
<br />Fs-91 TEMPERED SAFETY GLASS
<br />AB
<br />ANCHOR BOLT
<br />INCL
<br />INCLUDE(ING)
<br />ADJ
<br />ADJACENT
<br />ISUL
<br />ISULATION
<br />AFF
<br />ABOVE FINISH FLOOR
<br />INT
<br />INTERIOR
<br />AFG
<br />ABOVE FINISH GRADE
<br />JT
<br />JOINT
<br />AL
<br />ALUMINUM
<br />LAMI
<br />LAMINATE
<br />@
<br />AT
<br />LT
<br />LIGHT
<br />BF
<br />BOTTOM OF FRAME
<br />MATL
<br />MATERIAL
<br />BLKG
<br />BLOCKING
<br />MAX
<br />MAXIMUM
<br />BM
<br />BEAM
<br />MECH
<br />MECHANICAL
<br />BOT
<br />BOTTOM
<br />MEMB
<br />MEMBRANE
<br />CIP
<br />CAST IN PLACE
<br />MIN
<br />MINIMUM
<br />CLG
<br />CELING
<br />MTL
<br />METAL
<br />CLO
<br />CLOSET
<br />(N)
<br />NEW
<br />CLR
<br />CLEAR
<br />Nlc
<br />NOT IN CONTRACT
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />NTS
<br />NOT TO SCALE
<br />COL
<br />COLUMN
<br />O/
<br />OVER
<br />CONC
<br />CONCRETE
<br />OC
<br />ON CENTER
<br />CONT
<br />CONTINUOUS
<br />OPG
<br />OPENING
<br />DIM
<br />DIMENSION
<br />OPP
<br />OPPOSITE
<br />DIR
<br />DIRECTION
<br />OSCI
<br />OWNER SUPPLIED
<br />DN
<br />DOWN
<br />CONTRACTOR INSTALLED
<br />DS
<br />DOWNSPOUT
<br />OSOI
<br />OWNER SUPPLIED
<br />DWG
<br />DRAWING
<br />OWNER INSTALLED
<br />(E)
<br />EXISTING
<br />(P)
<br />PROPOSED
<br />EA
<br />EACH
<br />PERP
<br />PERFERATED
<br />EL
<br />ELEVATION
<br />PIP
<br />POURED IN PLACE
<br />ELEC
<br />ELECTRICAL
<br />P.L.
<br />PLASTIC LAMINATE
<br />EX
<br />EXISTING
<br />PL
<br />PLATE
<br />EXT
<br />EXTERIOR
<br />PLYWD
<br />PLYWOOD
<br />EQ
<br />EQUAL
<br />PR
<br />PAIR OF DOORS
<br />FE
<br />PORTABLE FIRE
<br />P.T.
<br />PRESSURE TREATED
<br />EXTINGUISHER
<br />PT
<br />PAINT
<br />FIN
<br />FINISH
<br />PTD
<br />PAINTED
<br />F.F.
<br />FINISH FLOOR
<br />R
<br />RISER
<br />FF
<br />FACTORY FINISH
<br />REQ'D
<br />REQUIRED
<br />FP
<br />FIRE PLACE
<br />RM
<br />ROOM
<br />FT
<br />FOOT/FEET
<br />RO
<br />ROUGH OPENING
<br />FTC
<br />FOOTING
<br />S
<br />STRIKE (JAMB)
<br />GA
<br />GAUGE
<br />SFR
<br />SINGLE FAMILY RESIDENC
<br />GALV
<br />GALVANIZED
<br />SG
<br />SAFETY GOING
<br />GC
<br />GENERAL CONTRACTOR
<br />SHT
<br />SHEET
<br />GL
<br />GLASS
<br />SIM
<br />SIMILAR
<br />GO
<br />GAS OUTLET
<br />SOG
<br />SLAB ON GRADE
<br />GWB
<br />GYPSUM WALLBOARD
<br />SP
<br />SPLASH BLOCK
<br />H
<br />HINGE (JAMB)
<br />SQ
<br />SQUARE
<br />HB
<br />HOSE BIB
<br />SS
<br />STAINLESS STEEL
<br />HDR
<br />HEADER
<br />STL
<br />STEEL
<br />HT
<br />HEIGHT
<br />ST
<br />STA1N & VARNISH
<br />HR
<br />HOUR
<br />STN
<br />STAINED
<br />STO
<br />STORAGE
<br />STRUCT
<br />STRUCTURAL
<br />VICINITY MAP,
<br />T
<br />TEMPERED
<br />T&G
<br />TONGUE & GROOVE
<br />TO,
<br />TOP OF
<br />TYP
<br />TYPICAL
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />VB
<br />VAPOR BARRIER
<br />VIF
<br />VERIFY IN FIELD
<br />VERT
<br />VERTICAL
<br />W/
<br />WITH
<br />WC
<br />WATER CLOSED
<br />WIN
<br />WINDOW
<br />WD
<br />WOOD
<br />W/O
<br />WITH OUT
<br />I
<br />U
<br />2015 INTERNATIONAL CODES
<br />INTERNATIONAL RESIDENTIAL CODE (IRC)
<br />INTERNATIONAL BUILDING CODE (IBC)
<br />INTERNATIONAL FIRE CODE (IFC)
<br />INTERNATIONAL MECHANICAL CODE (IMC)
<br />INTERNATIONAL PLUMBING CODE (IPC)
<br />2017 CITY OF EVERETT MUNICIPAL CODE
<br />DESIGN CRITERIA,
<br />2015 WASHINGTON STATE ENERGY CODE
<br />(WSEC), WAC 51-11 C AND WAC 51-11-R
<br />2015 NATIONAL FUEL GAS CODE (NFPA 54)
<br />2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58)
<br />THE WASHINGTON CITIES ELECTRICAL CODE
<br />2015 WASHINGTON STATE-WIDE IBC AMENDMENTS
<br />DESIGN WIND SPEED: 85 MPH (EXPOSURE C)
<br />GROUND SNOW LOAD: 25 PSF
<br />RAIN ON SNOW SURCHARGE 5 PSF ADDED TO FLAT ROOF IF SLOPE IS < 1 /2" /12"
<br />SEISMIC DESIGN CATEGORY: D2
<br />RAINFALL: 1 INCHES/HR FOR ROOF DRAINAGE DESIGN
<br />FROST LINE DEPTH: 181,
<br />SOIL BEARING CAPACITY; 2,000 PSF UNLESS GEOTECHNICAL REPORT IS PROVIDED
<br />DISTRIBUTED LIVE LOAD: FLOOR: 40 PSF MIN. ROOF: 20 PSF MIN,
<br />CONCENTRATED LIVE LOAD FLOOR: N/A, ROOF 300 PSEMIN,
<br />GENERAL INOTES.
<br />1, DO NOT SCALE DRAWINGS, USE CALCULATED DIMENSIONS ONLY, NOTIFY ARCHITECTS IMMEDIATELY IF
<br />CONFLICTS EXIST, ALL DIMENSIONS ARE TO FACE OF STUD, GRIDLINE, CENTERLINE, UNLESS OTHERWISE NOTED.
<br />2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING ANY PORTION OF THE WORK,
<br />3, VERIFY ALL ROUGH -IN DIMENSIONS AND LOCATIONS FOR EQUIPMENT, FIXTURES, ETC. PROVIDE ALL BLOCKING,
<br />BUCK -OUTS, BACKING, AND JACKS REQUIRED FOR INSTALLATION,
<br />4, TIGHT LINE ALL DRAIN LINES TO EXISTING CITY STORM SEWER DRAINAGE SYSTEM
<br />5, ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,
<br />6. STAIR RAIL AND GUARD RAIL OPENINGS TO BE A MAXIMUM OF 4" O,C, IF APPLICABLE.
<br />7, PROVIDE ALL PROTECTION SHORING AND BRACING AS REQUIRED BY SITE CONDITIONS IN ORDER TO MAINTAIN A
<br />SAFE JOB SITE AND PROTECT COMPONENTS TO REMAIN.
<br />8• ALL WOOD FRAMING CONNECTIONS ARE TO BE VIA APPROVED STEEL FASTENER SYSTEMS-SIMPSON OR EQUAL,
<br />PERMITS ARE REQUIRED FOR THE FOLLOWING UNDER SEPARATE SUBMITTALS (IF APPLICABLE);
<br />EACH IS THE RESPONSIBILITY OF THE APPROPRIATE (SUB -)CONTRACTOR
<br />ELECTRICAL LIGHTING AND POWER PLANS
<br />PLUMBING PLANS
<br />MECHANICAL HEATING/COOLING/ GAS PIPING
<br />ENERGY CODE DOCUMENTATION RELATED TO MECHANICAUELECTRICAUAND PLUMBING PERMITS
<br />ROOF TRUSSES
<br />CONSULTANTS
<br />Architect
<br />Kovach Architects
<br />2115 Colby Ave.
<br />Everett, WA 98201
<br />Contact: Austin Kovach
<br />Phone: 425,259,0609
<br />E-Mail: Austin@KovachArchitects,com
<br />WA I in rm, Eel M &TOTOM L
<br />1. CONSTRUCTION OF A SINGLE STORY (598SR CONDITIONED WORK SHOP W 3/4 BATHROOM
<br />2. UPDATE ELECTRICAL SERVICE, SANITARY SEWER, STORM SEWER, PHONE AND DATA SYSTEMS
<br />3. PROVIDE NEW DRIVEWAY ACCESS.
<br />4. CONSTRUCT NEW EXTERIOR LANDSCAPE SCREEN WALLS.
<br />A.
<br />7-0
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<br />AL A
<br />Z600_14� F97A WAMIL
<br />NAME:
<br />ROBINEIT WORKSHOP
<br />ADDRESS;
<br />_
<br />L211 GIBSON PLACE EVERETT, WA 98203
<br />PARCEL NUMBER:
<br /># 00417000500501
<br />SECTION, TOWNSHIP, RANGE
<br />Section 35 Township 29 Range 04
<br />LEGAL DESCRIPTION:
<br />Section 35 Township 29 Range 04 Quarter NW MAP OF
<br />DARUNGTON BLK 005 D-01 PAR B OF COE BLA NO
<br />BfA16-002 REC UND AFNS 201605110510,
<br />201605110511, 201605110512 & 201605115002
<br />BEING A PTN OF LOT 5 SD PLAT
<br />PRIMARY RESIDENCE AREA
<br />EXISTING (aprx, 4980 SF footprint)
<br />WORKSHOP AREA
<br />598 SF
<br />LOT SIZE
<br />0,86 ACRE
<br />ELECTRICAL SERVICE
<br />SNOHOMISH COUNTY PUD
<br />NATURAL GAS SERVICE
<br />WATER SERVICE
<br />CITY OF EVERETT
<br />SANITARY SEWER
<br />CITY OF EVERETT
<br />WASTE MANAGEMENT SERVICE
<br />RUBATINO
<br />ZONING ANALYSIS -
<br />ITEM
<br />CODE SECTION
<br />BULK REGULATIONS
<br />19.06 Table 6.1
<br />DENSITY - --
<br />BULK REGULATIONS
<br />PERMITTED USES
<br />23.04.560 Table 4
<br />DESIGN STANDARDS
<br />19.06 Table 6.1
<br />LOT SIZE
<br />LOT DEPTH
<br />LOT WIDTH
<br />FRONT YARD
<br />SIDE YARD -INTERIOR
<br />SIDE YARD -STREET
<br />REAR YARD
<br />STRUCTURE HEIGHT
<br />LOT COVERAGE
<br />LANDSCAPE AND SIGN CAT.
<br />ACCESSORY STRUCTURES
<br />19.07.020
<br />BLDG. PERMITION
<br />...A
<br />ACCESSORY USES
<br />...B
<br />MAX. FLOOR AREA
<br />...0
<br />15% LOT AREA
<br />1000 SF
<br />75% GROSS SFR AREA
<br />500 SF EXEMPTION
<br />SETBACK ENCROACHMENT ...D-I
<br />EAVE EXEMPTION
<br />19.39.150.C.3
<br />REAR YARD SETBACK
<br />...E
<br />MAX. HEIGHT
<br />...J
<br />BLDG. EXTERIOR FINISH
<br />...K
<br />ROOF PITCH
<br />...L
<br />ADD. AREA ALLOWANCE
<br />...M
<br />TARP/FABRIC COVERINGS
<br />...N
<br />SHIPPING CONTAINERS
<br />...0
<br />PLANNlINIG & CONiVILINITY
<br />OEVEI.OPUIENT DEPT.
<br />B- o..=
<br />DATE
<br />CONCRETE -ENCASED ELECTRODE
<br />INFER GROUND) REQUIRED
<br />PER NEC 260.50
<br />(INSPECTED AT FOOTINGS)
<br />REQUIREMENTS
<br />R-S BULK REGULATIONS
<br />OWNER
<br />Marty & Laureen Robinett
<br />2825 Colby Ave. Suite 304
<br />Everett, WA 98201
<br />Contact: Marty Robinett
<br />Phone:
<br />E-Mail: marty@robinettland,com
<br />Kovach Architects
<br />2115 Colby Ave
<br />Everett, WA 98201
<br />Contact: Andrew Kovach AIA
<br />Phone: 206.310 0325
<br />E-Mail: andrew@kovacharchitects,com
<br />NO FINAL
<br />APPROVAL
<br />FEB 16 2023
<br />ARCHIVED
<br />PROVIDED
<br />SEE BULK REGULATIONS
<br />SFR &ACCESSORY BLDGS ACCESSORY STRUCTURE TO SFR UNIT
<br />MIN. 9,OOOSF 0.86 ACRE (37,462 SF)
<br />80' MIN 428' +/-
<br />60'MIN. 100' +/-
<br />MIN. 20 FT
<br />MIN. 5 FT
<br />MIN, 10 FT
<br />MIN. 20 FT
<br />MAX. 28 FT
<br />35% MAX.
<br />E
<br />PRIMARY STRUCTURE REQ.
<br />NO KITCHEN,BEDROOMS, OR DINING
<br />THE LEAST OF THE FOLLOWING
<br />(.15 x 37,462) = 5620 SF
<br />1000 SF
<br />(.75 x 9560) = 7170 SF
<br />FOR ATTACED LARGE W/ MIN 10'
<br />NOT ALLOWED IN SETBACKS
<br />EAVES MAY EXTEND 18" MAX.
<br />ALLOWED IN REAR SETBACKS
<br />15' MAX.
<br />NO METAL SIDING/ROOFING
<br />>_ PRIMARY SFR OR MIN 6:12
<br />SEE CODE
<br />SEE CODE
<br />NOT ALLOWED
<br />A Benchmark Is Required On Site
<br />To Verify Approved Building Height
<br />(hoof trusses to be designed
<br />and drawing prepared by
<br />a State licensed structural
<br />engineer.
<br />N/A
<br />NIA
<br />PER ACCESSORY BLDG REGULATIONS
<br />PRIMARY SFR & WORKSHOP = 5578 SF
<br />5578 SF/ 37,462 SF = 14.9%
<br />SEE SITE PLAN
<br />PRIMARY SFR EXISTING
<br />3/4 BATH AND WORKSHOP ONLY
<br />DETATCHED WORKSHOP = 598 SF
<br />ATTACHED GARAGE = 858 SF
<br />LESS 500 SF FOR EXEMPTION
<br />=956SF<_1000SFSOOK
<br />CONFORMS (18" OF EAVES ONE SIDE)
<br />N/A
<br />12'-9" PROVIDED
<br />MATCHES PRIMARY SFR
<br />MATCHES PRIMARY SFR
<br />N/A
<br />N/A
<br />N/A
<br />Additional Permits Are Requires,
<br />For This Project To Inclu
<br />0 Plumbing Sprinkler
<br />Mechanical []Fire Alarm -
<br />Electrical
<br />1
<br />i , � ��
<br />II~ BUILDING IS NOT POSITIONEi3 AS
<br />-�X\ INDICATED ON APPROVED SITE PLAN,
<br />IND
<br />ll�—I'
<br />A NEW SITE PLAN SHALL BE SUBMIT- It is owners responsibility to establish any sake
<br />TED. NO FURTHER INSPECTIONS WILL property linen
<br />BE MADE ON THIS PROJECT UNTIL THE
<br />REVISED SITE PLAN HAS BEEN APPROV-
<br />ED BY, THE BUiLDING'PUBLIO WOI[tKSr_ ._
<br />ARCHITECTURAL
<br />DEPTS.
<br />GRADING AND DRAINAGE .
<br />1. Provisions shall be made for the control and drainage of surface
<br />A0.1
<br />PROJECT INFORMATION water around buildings by: gutters, drain lines, inlets and catch
<br />A0.2
<br />DETAILED CODE ANALYSIS basins or other necessary drainage structures and shall be installed
<br />where storm water disposal cannot be obtained without their use or
<br />Al .1
<br />SITE PLAN where erosiran cannot be prevented by finish grading and planting.
<br />Dry wells shall not be installed in areas where the soil is not well
<br />A2.1
<br />FLOOR PLAN drained and -)or porous.
<br />2< Grading shall be provided to insure:
<br />A3.1
<br />BUILDING ELEVATIONS & SECTION
<br />(a) Diversion of water away from buildings.
<br />(b) Prevention of standing water and soil saturation, detrimental
<br />A4,1
<br />WRB DETAILS to structures and lot use.
<br />A4.2
<br />WRB DETAILS (c) That natural drainage channels or basins are not blocked or
<br />filled,
<br />(d) Provisions for the disposal of water. from a lot.
<br />Le) Protection of adjoining property,
<br />Permit#: C1708-011
<br />Site Address: 2211 GIBSON PL
<br />Owner: ROBINETT MARTIN H & LAUREEN A
<br />Tenant: [TenNamel
<br />App. Date: 8/7/2017
<br />Proposed Use: SFR DETACHED GARAGE
<br />Description: NEW DETACHED SHOP/GARAGE
<br />Reviewed 8y: Date:
<br />Office Set Job Site Set Fire/Planning Set
<br />5270
<br />ANDREW S. KO ACH
<br />TATE OF WASHINGTON
<br />
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