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<br />GENERAL NOTES
<br />1. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF
<br />COLUMN, U.N.O.
<br />2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ARCHITECT OF
<br />RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THESE DRAWIN65
<br />AND ACTUAL FIELD CONDITIONS.
<br />3. CONTRACTOR SHALL VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS TO A55URE
<br />COMPATIBILITY WITH THE PLANS.
<br />4. ELECTRICAL, MECHANICAL, FIRE SPRINKLER, FIRE ALARM AND PLUMBIN6
<br />SUBCONTRACTORS SHALL SUBMIT PLANS TO CITY OF EVERETT FOR REVIEW AND
<br />APPROVAL UNDER DEFERRED SUBMITTAL. SYSTEMS SHALL BE INSTALLED BY
<br />LICENSED CONTRACTORS.
<br />5. MECHANICAL CONTRACTOR SHALL SUBMIT A MECHANICAL SUMMARY FORM AND
<br />PROVIDE VENTILATION SYSTEM COMPLIANT WITH REQUIREMENTS AS SET FORTH IN
<br />2041 WA5HIN6TON STATE ENER6Y CODE AND 2015 WASHIN6TON STATE VENTILATION
<br />AND INDOOR AIR QUALITY CODE.
<br />6. ELECTRICAL CONTRACTOR SHALL SUBMIT A LI614TIN6 SUMMARY FORM AND PROVIDE
<br />LI6HTIN6 COMPLIANT WITH REQUIREMENTS AS SET FORTH IN 2015 WA5HIN6TON
<br />STATE ENER6Y CODE.
<br />So
<br />7 pC10-0,L,01 Si°EcZAL�I, A(-r�Ec -S � f
<br />SIiE PLAN NOTES
<br />1. REFER TO CIVIL EN6INEERIN6 PLANS AND DETAILS FOR RE -PAVING ASPHALT.
<br />2. CONCRETE CURB PER DETAIL 5/A1.2.4 CIVIL DRAWINGS.
<br />3. CONCRETE 5IDEINALK. SEE DETAIL 1/A1.2.4 CIVIL DRAWIN65.
<br />4. HANDICAP PARKING STALL WITH PAINTED WALKWAY, CURB CUT AND 5I6N. SEE DETAILS 3,4 AND 14/A1.2. 4 CIVIL
<br />DRAWIN65.
<br />5. PAINTED PARKIN6 5TRIPIN6. 4" WIDE LINE5. LENGTH A5 INDICATED ON PLAN. COLOR: TRAFFIC WHITE
<br />6. LI6HT POLE 4 BASE. SEE DET. 7/A1.2.- VERIFY LOCATIONS IN FIELD.
<br />7. EXI5TIN6 FIRE HYDRANT TO REMAIN. SEE CIVIL DRAWIN65.
<br />8. CONCRETE WHEELSTOP PER DET. 6/A1.2. - 6'-0" LON6 CURB. SET FACE OF CURB 2'-0" FROM HEAD OF PARKING
<br />STALL.
<br />q. PIPE GUARD PER DETAIL VA1.2. - VERIFY LOCATIONS W/ FLOOR PLAN
<br />10. RELOCATE TRANSFORMER PER ELECTRICAL.
<br />11. RELOCATE EXI5TIN6 FLAGPOLE W/ NEW CONCRETE BASE PER DETAIL. 8/A1.2
<br />12. RELOCATE EXI5TIN6 FIRE SPRINKLER VALVE PER CIVIL DRAWIN65, AND SPRINKLER
<br />PERMIT. FDC CAPS #3405 PER THE CITY OF EVERETT.
<br />15. REMOVE EXI5TIN6 PLANTER, CURB, LIGHT POLES, FLA6POLE AND SPRINKLER VALVE AS REQUIRED.
<br />REPLACE END CAP AND ASPHALT PER CIVIL DRAWINGS. DETAILS 11/A1.2.
<br />14. EXI5TIN6 EXTERIOR 5I6N - HB5-1OX10 6EN 3 PYLONS TO REMAIN.
<br />15. CONCRETE CURB ENDCAP PER DETAIL 11/A1.2 4 CIVIL DRAIN IN65 - VERIFY LOCATION IN/ CIVIL GRADING PLANS.
<br />16. RELOCATE IRRI6ATION CONTROL VALVE - REFER TO CIVIL PLANS.
<br />17. EXISTING T.5. RAIL5 AND GATE TO REMAIN.
<br />15. EV CHAR6ER STATION.
<br />(DC) FAST CHARGER STATION PER MANUFACTURER.
<br />20. (7) SPACE BICYCLE 5TORA6E HAVE RACK PER MANUFACTURER. DETAIL 13/A1.2.
<br />0 21. -0" WIDE STRIPED CR055WALK.
<br />(122. NEW ENCL05ED TRASH ENCL05URE PER DETAILS. DETAILS 11 AND 12/A1.2.
<br />'111)ROJ=-11fi GRIiLRI/=\ INDEX 0r 1,)RAWIN=;S
<br />COPE OF WORK
<br />042 S.F. SALES AREA ADDITION WITH 2,418 S.F.
<br />RVICE DRIVE AND 3,073 S.F. SERVICE CANOPY
<br />DITION. INTERIOR UPGRADES THROU6HOUT SALES AND
<br />RVICE AREAS. NEW IMAGE FOR BUILDIN6 EXTERIOR.
<br />X ACCOUNT NO.: 28042400203100
<br />6AL DESCRIPTION: SEC 24 TWP 28 R6E 04LOT 1 OF
<br />TY EV 55F FOR J05EPH D. PI6NATARO REC AF NO
<br />020-15005 BEIN6 PTNOF 5W1/4 N111/4
<br />01�n=r-
<br />115 INTERNATIONAL BUILDING CODE (IBC)
<br />115 INTERNATIONAL MECHANICAL CODE (IMC)
<br />,15 INTERNATIONAL FIRE CODE (IFC)
<br />,15 INTERNATIONAL PLUMBIN6 CODE (UPC)
<br />115 INTERNATIONAL EXI5TIN6 BUILDIN6 CODE (I )
<br />JILDIN6 CRITERIA
<br />NINE: E-1 (EVER6REEN WAY)
<br />,X . HE I 6HT : 75 ' ( ZON I N6)
<br />CUPANCY: B, 5-1
<br />N5TRUCTION TYPE: VB (FULLY 5PRINKLERED
<br />AND ALARMED)
<br />,ND50APE CATEGORY: B
<br />LOWABLE BUILDIN6 AREA:
<br />= At + (N5 x If) PER STORY
<br />OCCUPANCY 5-1 OCCUPANCY
<br />= q,000 N5 = q,000
<br />= 2-1, 000 At = 27 , 000
<br />N-5EPERATED USES ( 508. 5; M, 5-1 6OVERN5)
<br />= 27,000 + (g,000 x 0.75) = 27,000 + 6,750
<br />= 55,150 S.F. PER STORY
<br />= (F/P - 0.25) W/30
<br />= (763/763 - 0. 25) 50/50 = ( 1 .0-0.25) ( 1)
<br />= 0.75
<br />= 30
<br />TAL ALLOWABLE AREA: 33,750 S.F. PER STORY
<br />ALERSHIP BUILDIN6 AREA:
<br />R5T FLOOR: 50,164 S.F.
<br />COND FLOOR: 6,524 S.F.
<br />'TAL AREA: 37,488 5.F.
<br />:RVICE BUILDIN6 AREA:
<br />15TIN6 SERVICE BUILDIN6: 1,544 S.F.
<br />:W 5ERVICE BUILDING: 4,140 S F.
<br />'TAL AREA: 5,g84 5.F.
<br />TAL BUILDIN6 AREA:
<br />;ALER5HIP: 37,488 S.F.
<br />RVICE BUILDIN65: 5 q84 5 F.
<br />,TAL BUILDIN6 AREA: 43,472 S.F.
<br />NRKIN6 CALCULATIONS
<br />REQUIRED PARKIN6:
<br />1 STALL PER 250 S.F.
<br />OF OFFICE AREA
<br />5,502 S.F./250 = 14
<br />STALLS
<br />1 STALL PER 300 S.F.
<br />OF SERVICE AREA
<br />16,102 S.F./300 = 54
<br />STALLS
<br />1 STALL PER 1,000 S.F.
<br />OF SHOWROOM AREA
<br />7,42q 5.F./1,000 = 7
<br />STALLS
<br />TOTAL REQUIRED:
<br />75 STALLS
<br />PARKIN6 PROVIDED: 75 STALLS
<br />CORPORATE PARKING STANDARD = 560
<br />AUXILIARY LOT PARKING @ 10550 HIGHWAY qq
<br />( ACROSS STREET) = ;k 480 STALLS
<br />YIGINIfiY MAP
<br />NO SCALE
<br />NORTH
<br />A1.1 SITE PLAN
<br />A1.2 SITE DETAILS
<br />51 SITE PLAN
<br />01.0 COVER SHEET
<br />02.0 6RADIN6 AND 5WPPP PLAN
<br />03.0 PAVIN6 AND UTILITY PLAN
<br />C4.0 EXI5TIN6 FEATURES MAP
<br />A2.0
<br />EXITIN6 OCCUPANCY PLAN
<br />A2.1
<br />MAIN FLOOR PLAN
<br />A2.2
<br />UPPER FLOOR PLAN
<br />A2.3
<br />ROOF PLAN
<br />A2.4
<br />MAIN FLOOR REFLECTED
<br />CEILIN6 PLAN
<br />A2.5
<br />UPPER FLOOR REFLECTED
<br />GEILIN6 PLAN
<br />A2.6
<br />MAIN FINISH FLOOR PLAN
<br />A2.7
<br />UPPER FINISH FLOOR PLAN
<br />A3.1
<br />EXTERIOR ELEVATIONS
<br />A4.1
<br />WALL 5ECTION5
<br />A4.2
<br />WALL SECTIONS
<br />A5.1
<br />DETAILS
<br />A5.2
<br />DETAILS
<br />A5.3
<br />DETAILS / INTERIOR ELEVATIONS
<br />A5.4
<br />DOOR 50HED./ CANOPY DETAILS 4
<br />NOTES.
<br />A5.5
<br />STOREFRONT ELEVATIONS
<br />A5.6
<br />FINISH 4 MATERIAL SCHEDULES
<br />A5.7
<br />FINISH 4 MATERIAL SCHEDULES
<br />A6.1
<br />CABINET DRAWIN65
<br />A6.2
<br />CABINET PRAKIN65
<br />A6.3
<br />CABINET DRAWINGS
<br />51.0 6ENERAL STRUCTURAL NOTES
<br />51.1 GENERAL STRUCTURAL NOTES
<br />51.2 6ENERAL STRUCTURAL NOTES
<br />52.0 MAIN FLOOR FOUNDATION PLAN
<br />52.1 UPPER FLOOR FRAMIN6 PLAN
<br />52.2 ROOF FRAMING PLAN
<br />55.0 TYPICAL CONCRETE DETAILS
<br />55.1 TYPICAL CONCRETE DETAILS
<br />54.0 TYPICAL MASONRY DETAILS
<br />54.1 TYPICAL MA50NRY FOUNDATION DETAILS
<br />54.2 TYPICAL MASONRY W/ STEEL FLOOR
<br />DETAILS
<br />55.0 TYPICAL STEEL DETAILS
<br />55.1 TYPICAL STEEL DETAILS
<br />55.2 TYPICAL BRACED FRAME DETAILS
<br />55.5 SPECIAL BRACED FRAME DETAILS
<br />55.4 BRACED FRAME DETAILS
<br />55.5 BRACED FRAME DETAILS
<br />56.0 TYPICAL LIGHT 6AU6E DETAILS
<br />DEFERRED SUBMITTALS
<br />ELECTRICAL
<br />MECHANICAL
<br />PLUMBING
<br />5I6N5
<br />FIRE SPRINKLER J FIRE ALARM
<br />*NOTE: ALL DEFERRALS SHALL BE REVIEWED
<br />AND APPROVED BY ARCHITECT PRIOR TO
<br />PERMIT SUBMISSION.
<br />ENER6Y COMPLIANCE
<br />SEC 0402.1 PRE50IFTIVE
<br />SEC 0402.5 AIR LEAKA6E
<br />UTILITY DISTRICTS
<br />POWER: SNOHOMISH COUNTY PUD
<br />WATER: CITY OF EVERETT
<br />SEWER: CITY OF EVERETT
<br />TELEPHONE: FRONTIER COMMUNICATIONS
<br />6AS: PU6ET SOUND ENERGY
<br />Additional Permits Are Required
<br />For This Project To include;
<br />j] Plumbing ( Sprinkler
<br />Mechanical ® Fire Alarm
<br />® Electrical
<br />T�!!:"`` 6%,UMENTS HAVE N01 BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />PUB? 1CWORKS, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PLUMBINF; PPRMITS.
<br />1Y EVERETT
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<br />Drawing:
<br />Al A
<br />Job Number:
<br />17c-3814
<br />
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