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GENERAL NOTES
<br />A5V
<br />ABOVE
<br />"M
<br />HOLLOW METAL
<br />AFF
<br />ABOVE FIN15H r-LOOR
<br />HORIZ
<br />HORIZONTAL
<br />AG
<br />ADJ
<br />AGG
<br />ACOUSTIr-AL
<br />ADJACENT
<br />AGGREGATE
<br />HT
<br />HWH
<br />INSUL
<br />HEIGHT
<br />HOT WATER HEATER
<br />INSULATION
<br />A/C
<br />AIR r-ONDITIONING
<br />INT
<br />INTERIOR
<br />Ab
<br />ANCHOR 13OLT
<br />JT
<br />JONT
<br />ARCH
<br />ARrHITECT
<br />LAV
<br />LAVATORY
<br />ALT
<br />ALTERNATE
<br />LT WT
<br />LITE WEIGHT
<br />ALUM
<br />ALUMINUM
<br />MAX
<br />MAXIMUM
<br />ANOD
<br />ANODIZED
<br />MECH
<br />MECHANICAL
<br />APPROX
<br />ASPH ____A*F_HAL_T
<br />MM
<br />APPROXIMATE
<br />BENCH MARK
<br />M"
<br />MFR
<br />MAT
<br />MANHOLEF
<br />MANUFACTURER
<br />nATERIAL
<br />5LK
<br />5LOCK
<br />MTL
<br />METAL
<br />DLKG
<br />BLOCKING
<br />MIN
<br />MINIMUM
<br />Cn
<br />CATCH 5ASIN
<br />MLD
<br />MOLDING
<br />CLG
<br />CEILLNG
<br />NOM
<br />NOMINAL
<br />CT
<br />CERAMIC TILE
<br />NIC
<br />NOT IN CONTRACT
<br />CLR
<br />CLEAR
<br />NTS
<br />NOT TO SCALE
<br />COL
<br />COLUMN
<br />0
<br />ONIOVER
<br />COMP
<br />CONC
<br />COMPOSITE
<br />CONCRETE
<br />0C
<br />OPG
<br />ON CENTER
<br />ENING
<br />Qf
<br />CMU
<br />CONCRETE MASONRY UNIT OPP
<br />OPPOSITE
<br />CONT
<br />CONTINUOUS
<br />OD
<br />OUTSIDE DIMEN91ON
<br />CONST
<br />CONSTRUCTION
<br />OH
<br />OVERHEAD
<br />EXT EXTERIOR 9F SQUARE FOOT
<br />EN END NAIL STOP, STORAGE
<br />EXP _-EXPOSED OUSP SUSEENDED
<br />FEC
<br />FIRE EXTING CA131NET
<br />TOO
<br />TOP OF SILL
<br />FC)
<br />FLOOR DRAIN
<br />TOW
<br />TOP OF WALL
<br />FLR
<br />FLOOR
<br />TPD
<br />TP DISPENSER
<br />FTG
<br />FOOTING
<br />TP
<br />TOP PLATE
<br />FNQ
<br />FOUNDATION
<br />TYF`
<br />TYPICAL
<br />FOIC
<br />PURN19HED BY OWNER
<br />UNO
<br />LNL9����
<br />GA
<br />G5
<br />GAGE
<br />GRAD MAR
<br />UR
<br />V5
<br />URINAL
<br />VAPOR 5ARRIER
<br />GALV
<br />GALVANIZED
<br />VENT
<br />VENTILATION
<br />GEN
<br />GENERATOR
<br />VERT
<br />VERTICAL
<br />GL
<br />GLASS
<br />VG
<br />VERT[rAL GRAIN
<br />GL5
<br />GLU-LAM BEAM
<br />WC
<br />WATER CLOSET
<br />GW5
<br />GYPSUM WALL-00ARD
<br />WP
<br />WATERPROOFING
<br />Gyr
<br />Gyr9um-
<br />WWF
<br />WELQED WIRE FA5RIC
<br />"M
<br />HOSE B10
<br />W/o
<br />WITHOUT
<br />HC
<br />WANDICAPPED
<br />WIN
<br />WINDOW
<br />"Dw
<br />HARDWARE
<br />WHI
<br />WIRE MESH
<br />HDR
<br />HE)
<br />HEADER
<br />HEAVY DUTY
<br />WD
<br />WOOD
<br />PROJECT INFORMATION
<br />1. THE GENERAL CONDITIONS OF THE CONTRACT AND TECHNICAL SPECIFICATIONS
<br />PROJECT NAME 601 LAUREL DRIVE
<br />ARE CONTAINED IN THE PROJECT MANUAL THE CONTRACTOR(S) AND A
<br />SUOCONTRACTOR(S) ARE RESPONSIBLE FOR ALL ITEMS CONTAINED IN ALL OF THE
<br />PROJECT ADDRESS 501 LAUREL DRIVE, EVERETT WA��/pt.,
<br />----------
<br />CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO THE DRAWINGS AND THE T50
<br />PROJECT MANUAL TAX PARCEL NUMBER
<br />LO
<br />LEGAL DESCRIPTION STANFORD I -AND CO 6 ADD TO E T
<br />2. IT 19 THE REDPO11,49151LITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY
<br />AND AALL CONDITIONS RELATED TO THE SITE AND EXISTING CONDITIONS THAT MAY 115 D-02 - 5AAP 55 FT E OF NW CON LOT
<br />AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES, PRIOR TO
<br />'!15 r
<br />(y)
<br />5LK 11D THSLY TO A PT ON LAUREL OR -T
<br />SUBMITTING A BID. LO
<br />NE FROM W LN 9D NELY ALG N LN
<br />�TH
<br />3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE J05 SITE LAUREL OR TO W LN LOT 11 5LK 115 PLAT OF
<br />INCLUDING DOIL CONDITIONS, AND CONDITIONS RELATED TO THE EXISTING UTILITIES EVERETT DIV H TH NLY ALG OP LN TO NE CORI
<br />Uj
<br />THE SAME, ALL
<br />AND SERVICES BEFORE COMMENCING WORK AND BE RESPON91OLE POP
<br />LOT 15LK 1115 STANFORD LAND COS ADD TH N,
<br />DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO SUBMISSION OF BID.
<br />2OFT TH W 215DFT TO PT N OF POD TH 5 TO
<br />- - --- -----
<br />0 E
<br />4. THE CONTRACTOR 19 TO VERIFY THE LOCATION OF ALL UTILITIES.AND SERVICES TO P05 PLUS ADJ VAC CITY OT ORD 3505 1
<br />THE 51TE PRIOR TO BEGINNING ANY SITE IMPROVEMENTS AND SHALL PROTECT THEM (D CO 0
<br />FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR STRUCTURAL ENGINEER ORD 15(&2 PTN LOTS 1-2 �f 3 TGW CITY VAC > 0�" U
<br />REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN ORD #3659, PER vOL 114 PG 18 Or- DEED9�
<br />CONJUNCTION WITH THE EXECUTION OF HIONER WORK� < <
<br />TetsW FRAG LOT 11 WHN PLAT OF EVERETT DIV
<br />ALEX K MOROSEOS, PE, SE H 5LK 115
<br />5. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY
<br />PRINCIPAL STRUCTURAL ENGINEER
<br />COMPANIES, UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
<br />CUSTOM DESIGN f ENGINEERING, INC.
<br />@
<br />6. NO MATERIALS FROM THE WORK ARE TO BE STOCK PILED ON PUBLIC RIGHT-OF-WAYS.
<br />7C)
<br />PHONE. 425 343-Irpll
<br />AL.L RU5519H AND DEBRIS IS TO BE REMOVED FROM THE SITE AND ALL AREAS SHALI BE
<br />LEFT IN BROOM CLEAN CONDITION AT ALL TIMES. FAX: 425 4153-5335
<br />ALEX120CDENGR.COM
<br />PROPOSED HOME COMMERCIAL MAIN FLOOR 2 .46E, Or-
<br />1. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE.
<br />4-
<br />FLOOR AREA UPPER FLOOR RESIDENTIAL, _2,465, 5F
<br />DO NOT SCALE DRAWING OR DETAILO-USE GIVEN DIMENSIONS, CHECK DETAILS, FOR
<br />LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO
<br />FACE OF FRAMING OR CETNER LINE OF COLUMNS UNLESS OTHERWISE NOTED. DOOR ....... . ....... .. ------
<br />AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE DIX (6) INCHES FROM FACE
<br />(D
<br />OF ADJACENT WALL OR CENTERED 15ETUJEEN WALLS. �'-IVIL ENGINEER DRAINAGE DESIGN
<br />ZONE R1 0
<br />S. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN
<br />CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE LOT AREA 0.11 ACRES, 1,405.29F
<br />MATERIALS SPECIFIED DO NOT EQUAL OR FXCEED THE REQUIREMENTS OF THE LAWS OR
<br />ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN, NOTIFY THE ARCHITECTS OF
<br />ALL CONFLICTS IMMEDIATELY.
<br />WATER HEATING GAS ON DEMAND
<br />Q_
<br />10. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IRC, IBC, WASHINGTON STATE BUILDING ELECTRICAL 51DOER DESIGN
<br />CODE (WAC WASHINGTON STATE ENERGY CODE, 2oiD ir-C AND ALL APPLICABLE Permit#: BW191"02
<br />LOCAL CODES, ORDINANCES, AND STANDARDS. MECHANICAL DIDDER DESIGN Site Address: 807 LAUREL DR
<br />. ... . ..... .... ...... . ...... ... ...... .. - -----
<br />PLUM13ING 5IDDER DESIGN Owner: LEGASPI VICTOR & YOONHEE
<br />11. SEVERAL ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE
<br />"BIDDER DESIGNED". THE ARCHITECT AND CONSULTING ENGINEERS WILL REVIEW ALL Tenant: FAM I LY MARKET& DELI
<br />FIRE SPRINKLERS
<br />DIDDER DESIGN IF REQUIRED
<br />BIDDER DESIGN SUBMITTALS. IT WILL BE DETERMINED IF THE SUBMITTAL 19 IN App. Date: 11/8/2019
<br />-------------
<br />CONFORMANCE WITH THE GENERAL DESIGN CONCEPT. APPROVAL DOES NOT RELIEVE
<br />Proposed Use:
<br />THE CONTRACTOR OF THE RESPONS151UTY TO CONFORM TO THE REQUIREMENTS OF
<br />Description: DEMO MAIN LEVEL COVERED
<br />ALL CODE$, LAWS AND THE CONSTRUCTION DOCUMENTS. SURVEYOR
<br />DECK&RETURN U NPERMITED AREAS TO
<br />PROJECT DESCRIPTION
<br />12. PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS. ETC ARE SUPPLEMENTARY TO
<br />----------- -------- - -
<br />THE ARCHITECTURAL DRAWINGS. IT SHALL BE IN THE RESPONSI151UTY OF EACH
<br />-- ---- ---- -------
<br />CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION
<br />JOUNI < PAAVOLA Reviewed 3__�;
<br />Date
<br />OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE EXISTING BUILDING WAS ALTERED WITHOUT PERMITS. THIS
<br />THE CONSULTING ENGINEERS OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE DROUGHT ACREAGE LAND SURvEYING
<br />APPLICATION 19 FOR THE DEMOLITION OF THE UNAUTHORIZED T' Office Set Job Site Set
<br />TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. _Fire/PlanningSet
<br />24225 I&ITH PL W
<br />ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE IMPROVEMENTS AND THE REPAIRS ASSOCIATED WITH THAT WORK.
<br />EDMONDS, WA 580249
<br />CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO
<br />THE OWNER OR ARCHITECT. DEPARTURE FROM THE ARCHITECTURAL DRAWINGS WILL 206-32(9-TAV 2
<br />RELIEVE THE ARCHITECT OF ANY AND ALL LIABILITY. JKPAAVOLAPYAHOO.COM
<br />E-7V?7 a,
<br />------ uz 1
<br />13. THERE SHALL BE NOT EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES
<br />2930 �Netrno? 7ih Flo-w
<br />SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED
<br />-VP -98201
<br />CONSTRUCTION ON DRAWINGS, OFFSET STUDS WHERE REQUIRED, 90 THAT FINISHED DRAWING INDEX C OrOtt. IJVPN
<br />WALL SURFACE WILL 5E FLUSH.
<br />A-0.0 COVER SHEET
<br />14. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
<br />! SPECIAL INSPECTOR ............. - ---- ---------- - --- --------------- . . . ............... .......... ......
<br />STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS 4-4AVE BEEN COMPLETED
<br />IN ACCORDANCE WITH THE PLANS AND ACCORDING TO CODE.
<br />A-1.1 REMEDIED
<br />15. CARRY ALL FOOTINGS TO SOLID, UNDISTURBED ORIGINAL EARTH, EXTERIOR FOOTINGS - ------ ---
<br />SHALL 13EAR 24" BELOW GRADE MINIMUM OR THE LOCAL FROOT-LINE WHICHEVER 15 HAYRE �MCELROY A-2.3 MAIN FLOOR REMEDY PLAN UJI
<br />.. ....... ... ....... ... .... ..... ---------- ..................
<br />DEEPEST. REMOVE ALL UNSUITABLE MATERIAL UNDER FOOTINGS � SLAB � REPLACE '3644 1 b3RD AVE NE SUITE E36
<br />A-2.4 I UPPER FLOOR REMEDY PLAN
<br />W1 CONCRETE OR W1 COMPACTED STRUCTURAL FILL AS DIRECTED MY GEOTECH. REDMOND, WA'56052
<br />ne C:)
<br />A-2.5 NEWMAINFLOORPL
<br />16. ALL WOOD IN DIRECT CONTACT WITH THE CONCRETE OR EXPOSED TO WEATHER 42D-56S-6150 ------
<br />SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE UNLESS CEDAR INFOPWAYREMCELROY,COM A-2.6 I NEW UPPER FLOOR PLAN 00
<br />OR REDWOOD 15 OPECIFIED1 � SHALL COMPLY WITH ALL 2015 achpzc REQUIREMENTS.
<br />01
<br />A-3.49 EXTERIOR ELEVATIONS
<br />f U_j
<br />------- - - . . ... ....
<br />11. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER le
<br />A-8.o DETAILS
<br />FEET IN HEIGHT, AND AS REQUIRED BY THE i5C/IRC TO LJMIT VERTICAL OrAcEo OETWEEN
<br />SOLID BLOCKING TO NO MORE THAN 10 FEET.
<br /><
<br />16. PROVIDE GALVANIC INSULATION IS REQUIRED BETWEEN ALL DISSIMILAR METALS. LU
<br />rr.)rjovPn 1,�'ORTPiE 103Uj _jl _j II__
<br />------- -- -- -- ----- ---
<br />GEOTECH w-, MP_,(_j'FJANICAL., FIRE,
<br />IS� ALL REQUIRED FIRE ASSEMBLIES SHALL DEAR A LABEL FROM A RECOGNIZED AGENCY
<br />------- ----- -- LU
<br />-IfLEU 1'
<br />M CX T)h
<br />SHOWING THE SPECIFIC RATING AS REQUIRED BY THE 201515C/IRC. 3UPPREci 0
<br />--------- - LU CO
<br />------ -- ---------
<br />,EFLECTED CEILING PLANS ARE FOR THE GENERAL 5015 PRIDE
<br />20. ELECTRICAL ROUGH -IN AND P
<br />-Add-lb >
<br />INFORMATION OF THE CONTRACTOR, THE EXACT LOCATION SHALL BE VERIFIED. 42$-814-3510
<br />ona -JerM ts
<br />RMPGEOPAOL.COM W
<br />21. BOUND INSULATE ALL PLUM51NG WALLS AND ADDITIONAL WALLS INDICATED ON
<br />PLANS, INSULATE ALL INTERIOR WALLS AND FLOORS, TYPICAL
<br />rl Sprinkler
<br />22. THE CONTRACTOR SHALL. MAINTAIN IN GOOD CONDITION ONE SET OF APPROVED ....... ----------
<br />PERMIT PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE
<br />PREMISES AT LL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB M Fire ANTIM
<br />SUPERINTENDENT AND ARE TO BE CONTINUOUSLY UP -DATED FOR "RECORD
<br />- CGE
<br />DOCUMENT" SUBMITTAL
<br />If
<br />........ .. --- --- - - - - - -- -_--------- --- ------------ -
<br />23� ALL ITEMS MARKED "NIC" ARE NOT PART OF THIS CONTRACT UNO.
<br />RIUC URAL
<br />. .... ... ..
<br />. .... - ------ ... . . ....... -- ----- - ------- ---------
<br />24. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
<br />9-1 STRUCTURAL NOT
<br />CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
<br />DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION DAHILL BE USED, SUBJECT TO C; 0D ES S-v r ATION N
<br />REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. .. ... . .....
<br />9-2.2 ROOF F
<br />ING IOT FLOOR SHEAR WALL PLAN
<br />25. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE
<br />ST TURAL IL9
<br />WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. THE V310DER 2015 INTERNATIONAL BUILDING CODE (15C);
<br />RUCTURAL DETAIL
<br />SHALL ASSUME CONSISTENT CONSTRUCTION PRACTICES OCCUR IN AREAS WHERE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC); 9-3.1
<br />DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR PROCEDURES.
<br />2015 WASHINGTON STATE ENERGY CODE (W9EC);
<br />26, WHERE DEVICES, ITEMS, ASSEMBLIES OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, 2015 INTERNATIONAL MECHANICAL CODE (IMC) 9278
<br />IT 19 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS, ASSEMBLIES, 24DID UNIFORM PLUM15ING CODE (upC)
<br />REGISTERED
<br />OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK.
<br />2015 INTERNATIONAL EXISTING BUILDING CODE
<br />CHITECT
<br />21, THE CONTRACTOR SHALL BE EXPERTLY FAMILIAR WITH ALL APPLICABLE CODES. 2015, EXISTING BUILDING CODE OF WASHINGTON
<br />COVENANTS AND RESTRICTIONS AND WILL COMPILE WITH ALL CODES, COVENANTS
<br />---------- -------
<br />AND RESTRICTIONS ASSOCIATED WITH THE PROJECT.
<br />.. ..... . ..
<br />2& THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS AND MEANS, AND FOR
<br />AVI S T MEADE
<br />ALL PROJECT SAFETY ISSUES, INCLUDING LIFE -SAFETY.
<br />WASHINGTON
<br />213. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MOISTURE CONTROL AND
<br />------ ---- --------
<br />WEATHERPROOFING.
<br />201-5, 1WERNArIONAL OUILVINO COVE AND rNE
<br />201b 1WERNAr10NALEX'19'r1N6 VUILDIN6 CODE
<br />SEjE rNEF EVERaT t-YUNICIPAL COOE 9ECrION 16 &&,5 030
<br />ARrICLE A, 15C OEC-rIONS 101.4.7 AND 1,07,2/, ANO 60C 1,06.2.1.
<br />Elam
<br />807 Laurel Dr,
<br />Everett, WA 98201
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<br />COVER SHEET
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