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Permit* B2103-090
<br />Site Address: 1415 75TH ST SW
<br />GENERAL NOTES:
<br />1. ALL WORK SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE.
<br />2. ELECTRICAL WORK SHALL COMPLY WITH THE 2018 NATIONAL ELECTRICAL CODE AS AMENDED BY THE LOCAL MUNICIPALITY.
<br />3. VERIFY DIMENSIONS AND CONDITIONS IN FIELD. NOTIFY ARCHITECT IF NOT AS SHOWN.
<br />4. SEE STRUCTURAL FOR ADDITIONAL NOTES AND SYMBOLS.
<br />5. EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND
<br />PATCHING WORK BEYOND THE LIMITS OF THE PROJECT SHOWN ON THE ARCHITECTURAL DRAWINGS.
<br />6. EACH CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS FOR DUCTS, PIPES, CONDUIT, CABINETS
<br />AND EQUIPMENT AND SHALL VEIFY SIZE AND LOCATION.
<br />7. EACH CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND INSTALLED BY HIMSELF OR
<br />OTHERS.
<br />8. CONTRACTOR FURNISHED ITEMS SHALL BE SUPPLIED WITH REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO
<br />PROVIDE OPERATION OF ITEMS FURNISHED.
<br />9. ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS;
<br />HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE
<br />SCHEDULE WITH THE SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE.
<br />10. WINDOW AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES ONLY.
<br />11. STUDS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE. WHERE THEY CANNOT DO SO, DUE TO INTERFERENCES WITH
<br />DUCTS, PIPING, ETC., PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTITION.
<br />12. THE CARPENTRY CONTRACTOR SHALL BUILD IN ALL ROUGH BUCKS FOR GRILLES, REGISTERS, ETC. WHERE REQUIRED.
<br />13. ALL PIPING, CONDUIT, DUCTS, ETC. SHALL BE FURRED -IN AT ALL FINISH ROOMS.
<br />It ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL HAVE A PRESERVATIVE TREATMENT.
<br />15. PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND
<br />CLEARANCES.
<br />16. PROVIDE BLOCKINGIBACKING FOR ALL WALL HUNG CABINETS, FIXTURES OR EQUIPMENT. ALSO PROVIDE
<br />BLOCKINGIBACKING AT BATHROOM FOR GRAB BAR INSTALLATION.
<br />17. ALL SURFACE ATTACHED LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A. REGULATIONS.
<br />18. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED, THE CONTRACTOR IS TO REPAIR TO SAME AND TO MATCH
<br />ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS
<br />CORNERS, CEILING LINES, TOP OF BASE, ETC.
<br />19. DIMENSIONS, IN GENERAL, ARE:
<br />A. AT INTERIOR WALL STUD FACE TO STUD FACE OF WALUPARTITION
<br />S. AT CONCRETE WALLS TO THE FACE OF CONCRETE.
<br />C. AT MASONRY WALLS TO THE FACE OF MASONR (NOMINAL).
<br />D. AT EXISTING FINISHES TO THE FACE OF FINISH.
<br />E. COLUMN TO COLUMN CENTERLINE OR COLUMN CENTERLINE TO FACE OF STUD.
<br />F.
<br />20. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE SIX INCHES (4-MIN) FROM THE FACE OF
<br />INTERSECTING WALL TO EDGE OF DOOR OPENING.
<br />21. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY
<br />DISCREPANCIES. IF WORK IS STARTED PRIOR TO VERIFICATION, THE GENERAL CONTRACTORIBUILDER AND
<br />SUBCONTRACTOR PROCEED AT THEIR OWN RISK.
<br />22. MATERIALS: SHOWER FLOOR AND WALLS WITH INSTALLED SHOWER HEADS OR IN SHOWER COMPARTMENTS SHALL BE
<br />FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 7
<br />FEET ABOVE FLOOR FINISH.
<br />23. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE.
<br />24. STRUCTURAL WOOD MEMBERS IN CONTACT WITH EARTH OR CONCRETE LOCATED NEARER THAN 6 INCHES TO THE EARTH
<br />SHALL BE OF PRESERVATIVE TREATED WOOD.
<br />25. WATER RESISTANCE: THE EXTERIOR WALL ENVELOPE SHALL BE CONSTRUCTED IN A MANNER THAT PREVENTS THE
<br />ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE
<br />EXTERIOR VENEER AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION
<br />AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED.
<br />26. WATER RESISTANT WALLBOARD IS TO BE USED AS BASE FOR TILE INSTALLATION AT FLOOR OR WALL PANELS IN SHOWERS
<br />ANDIOR ENCLOSURES OF WATER CLOSET ROOMS, EVEN IF IT IS APPLIED OVER VAPOR BARRIER.
<br />27. HAZARDS: SAFETY GLAZING IS REQUIRED IN ALL DOORS, RAILINGS AND SHOWER ENCLOSURES. ANY GLAZING WITHIN 24
<br />INCHES OF A DOOR OPENING AND WITHIN 60 INCHES OF THE FLOOR SHALL BE SAFETY GLAZING. FIXED GLAZING GREATER
<br />THAN 9 SQUARE FEET IN AREA AND WITHIN 18 INCHES OF THE FLOOR IS ALSO TO BE SAFETY GLAZING.
<br />vie �
<br />EMERGENCY LIGHT _CPET= ### -
<br />EGRESS LINE
<br />EATD= ###
<br />(WITH COMMON PATH OF
<br />EXIT
<br />EXIT SIGN,(WBUGEYES
<br />EGRESS TRAVEL (CPET) &
<br />OR INTERNAL LIGHTS)
<br />ACCESST
<br />IITANCE RAVEL
<br />EXIT EXIT SIGN,(DIRECTIONAL)
<br />-- -- - - - -
<br />#HOUR SEPARATION
<br />EXIT SIGN
<br />(WITH EGRESS / BUGEYES / =y
<br />EXISTING WALL
<br />'- INTERNAL LIGHTING)
<br />EMERGENCY LIGHTING--r�1-1-^
<br />INTERCONNECTED
<br />NEW STOREFRONT /
<br />POLYCARBONATE WALL
<br />WITH BATTERY BACKUP
<br />F-1: OCCUPANCY
<br />FIRE EXTINGUISHER
<br />(WITH CABINET)
<br />B: OCCUPANCY
<br />FEC
<br />RESTROOMS / SHOWERS
<br />NOTE:
<br />1. EXIT SIGNS SHALL BE ILLUMINATED 2417
<br />2. PROVIDE 90MIN BACKUP BATTERY POWER SUPPLY TO ALL EXIT & EMERGENCY SIGNS/LIGHTS.
<br />3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
<br />BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED (2016 IBC-SECT.1006.1)
<br />4. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE
<br />FLOOR LEVEL (2015 IBC-SECT.1006.2)
<br />VICINITY MAP
<br />EVERETT FIRE DEPT. REVIEW
<br />qd APPROVED
<br />Q APPROYEO WITM NOTED
<br />C1 REVME AND
<br />a REJE&M
<br />SEE A1iAICNEO OW WW/NMDOUT
<br />The issuance of a pe mit shall not
<br />be construed as a to violate,
<br />cancel or $0 abide provision of
<br />the Everett Fka or other
<br />applicsWe ropulat or laws. The
<br />issuance ofa perm MseO on
<br />cony dOcumeMs and Other
<br />data shall riot prevent the Fire Code
<br />Offical fmrn requiring the correction
<br />of errors.
<br />By -_Date• 13 Z
<br />APPROVF-U
<br />PUBLI WORKS D PARTMENT
<br />BY
<br />DATE 3
<br />CITY OF EVERETT REVIEWED FOR PERMIT
<br />APPROVED
<br />PLANNING & COMMUNE
<br />DEVE PMENT DEP .
<br />BY
<br />DATE C )I
<br />A) PROJECT DATA (2018 IBC TABLE: 504.3, 504.4, 506.2, 507.4
<br />OCCUPANCY GROUPS: B, F-1
<br />CONSTRUCTION TYPE: V-B, UNLIMITED AREA
<br />SPRINKLED: YES
<br />ALLOWABLE SIDE YARD I PUBLIC WAYS: 60' WIDE EXISTING BLDG HEIGHT: 3W - 0"
<br />ALLOWABLE STORIES:1 EXISTING STORIES: 1
<br />ALLOWABLE AREA: UNLIMITED EXISTING BUILDING AREA: 156,925 SY
<br />TENANT IMPROVEMENT AREA: 24,074 SY
<br />B) ALLOWABLEIACTUAL BUILDING AREA CALCULATIONS 2018 IBC TABLE 507.4
<br />EXISTING AREA: 156,925 S.F
<br />ALLOWED AREA: UNLIMITED
<br />THE PROPOSED TENANT IPROVEMENT AREA MEETS CODE FOR ALLOWABLE FLOOR AREA.
<br />C) FIRE RESISTANCE REQUIREMENTS 2018 IBC TABLE 602, 705.8. 508.4
<br />1. B & F-1, WITH TYPE V-B CONSTRUCTION WILL HAVE NON -SEPARATION OCCUPANCIES.
<br />2. THE REQUIRED FIRE RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE
<br />SEPARATION DISTANCE GREATER THAN 10FT SHALL BE RATED FOR EXPOSURE TO FIRE
<br />FROM THE INSIDE. (IBC SECTION 705.5)
<br />3. FIRE RATING - EXTERIOR WALLS & PROTECTED/UNPROTECTED OPENINGS (TABLE 602, 705.8)
<br />NORTH EAST WEST & SOUTH Elevations are Greater Than 301L to PT -Line.
<br />Therefore They are Allowed UNLIMITED UNPROTECTED OPENINGS, and 0-Hr Rated Walls
<br />D) OCCUPANCY LOAD CALC'S 20181BC TABLE 1004.5)
<br />• OCCUPANCY: B, F-1
<br />(B) OCCUPANT LOAD: (28,558.171150) =190
<br />(F-1) OCCUPANT LOAD: (125239.561100) =1252
<br />(S) OCCUPANT LOAD: (53.631100) =1
<br />• TOTAL OCCUPANCY:1443
<br />E) MINIMUM NUMBER OF EXITS (MEANS OF EGRESS) (2018 IBC TABLE 1006.3.2.1
<br />OCCUPANCY :B , F-1
<br />MINIMUM EXITS PER STORY: (OL OF MORE THAN 1000) = 4
<br />• THE OCCUPAND LOAD (OL) OF THE BUILDING =1443
<br />• TWELVE (12) EXITS HAVE BEEN PROVIDED.
<br />F) MINIMUM PLUMBING FACILITIES CALC'S (2018 IBC TABLE 2902.1)
<br />WATER CLOSETS (TOILETS) REQ. =1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE
<br />REMAINDER EXCEEDING 50 (MALE & FEMALE)
<br />LAVATORIES (SINKS) REQ. =1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER
<br />EXCEEDING 80 (MALE & FEMALE)
<br />• MALE TOILETS REQ.: (50125 = 2,110150= 2) = 4
<br />• MALE TOILETS PROVIDED: 8
<br />• MALE SINKS REQ. = (80140 = 2, 80180=1) = 3
<br />• MALE SINKS PROVIDED: DIY OF EVERE T
<br />MALE SINKS PROVIDED =1
<br />(2) BRADLEY FOUNTAIN 4' 6" DiA. =108" 130" = 4 SINKS REVIEWED FOR PERMIT
<br />TOTAL MALE SINKS PROVIDED: 5
<br />• FEMALE TOILETS REQ. = (50125 = 2,110150= 2) = 4
<br />• FEMALE TOILETS PROVIDED:10 TN+ SE DOCUMENTS HAVE NO F BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />• FEMALE SINKS REQ. = (80I40 = 2, 80180=1) = 3 PUBLIC WORKS,1,4ECHANI�AL, FIRE
<br />• FEMALE SINKS PROVIDED: 5 SUPPRESSION, ELECTRICAL O
<br />PLUMBING PERMITS.
<br />• ALL GENDER TOILET REQ. = 0
<br />• ALL GENDER TOILET PROVIDED:1
<br />Additional Permits Are Required
<br />For This Project To Includes
<br />Plumbing Sprinkler
<br />Mechanical - Fire Alarm
<br />Electrical
<br />A 0.0
<br />COVER SHEET
<br />A 1.0
<br />ARCHITECTURAL SITE PLAN
<br />A 1.1
<br />MAIN FLOOR PLAN - EXISTING & DI
<br />A 1.2
<br />MAIN FLOOR PLAN - EXISTING & DI
<br />A 2.0
<br />KEY FLOOR PLAN - TI
<br />A 2.1
<br />MAIN FLOOR PLAN - TI
<br />A 2.2
<br />MAIN FLOOR & ENLARGED PLANS - TI
<br />A 2.3
<br />CEILING PLAN - TI
<br />A 3.0
<br />ELEVATIONS
<br />A 3.1
<br />ELEVATIONS
<br />A 3.2
<br />INTERIOR ELEVATIONS
<br />A 3.3
<br />INTERIOR ELEVATIONS
<br />A 3.4
<br />INTERIOR ELEVATIONS
<br />A 4.0
<br />SECTIONS
<br />A 5.0
<br />DOOR & FINISH SCHEDULES
<br />S 1.0
<br />GENERAL STRUCTURAL NOTES
<br />S 2.0
<br />DEMISHING WALL PLAN
<br />S 2.1
<br />DETAILS
<br />S 3.0
<br />DETAILS
<br />PROJECT DESCRIPTION:
<br />MODIFICATION TO THE EXISTING BUILDING LOCATED AT 1415 75t' DID SET 3115/2021
<br />AVENUE S.W in EVERETT, WASHINGTON.
<br />JURISDICTION: CITY OF EVERETT
<br />ADDRESS: 1415 75TH ST SW, WA. 98203
<br />ZONING: INDUSTRIAL (LI.2)
<br />PARCEL M 28041100101000
<br />CODES: 2018 (IBC, IEBC, UPC, IFC, IMC, WSEC)
<br />City of Everett Municiple Code
<br />ICCIANSI Al17.1-2018
<br />2018 NFPA13, 2018 NFPA72
<br />SITE AREAS: 9.59 ACRE(S) (417,740A S.F)
<br />BLDG. AREA:
<br />TOTAL EXIST. BUILDING AREA=156,925 S.F
<br />TENANT IMPROVENT AREA = 24,074 S.F
<br />SETBACKS (EMC TABLE 14.48.1)
<br />FRONT: 211'
<br />BACK: 89'
<br />SIDE: 93'
<br />SIDE: 60'
<br />PARKING: (EMC TABLE 34-1)
<br />:.1 PER 400 S.F (OFFICE) = 24,0741400 = 60 SPACES
<br />: 1 PER 750 S.F (LIGHT INDUSTRIAL)
<br />(156,925 - 24,074= 132,851)1750 =177 SPACES
<br />PARKING REQ.: 237 SPACES
<br />PARKING PROVIDED
<br />REGULAR PARKING: 242
<br />COMPACT PARKING: 0
<br />ADA PARKING :4
<br />TOTAL PARKING: 246
<br />MAXIMUM HEIGHT: 35 FT
<br />ACTUAL BLDG. HEIGHT: 30 FT
<br />OCCUPANCY GROUP: B, F-1
<br />CONSTRUCTION TYPE: V-B, UNLIMITED AREA
<br />SPRINKLED: YES
<br />LEGAL DESCRIPTION:
<br />SEC 11 TWP 28 RGE 04 LOT A OF B.S.P. NO 2-88 REC VOL 10F B.S.P: S
<br />PG 105 AF NO 8804065001 BEING A PTN OF SE1/4 NE114 AMENDED PER
<br />BSP AMENDMENT REC AFN 200102225001
<br />Owner:
<br />EVERETT TECH PARK II
<br />Tenant:
<br />HELION ENERGY
<br />App. Date:
<br />3/30/2021
<br />Proposed Use:
<br />COMMERCIAL ALTERATIONS
<br />Description:
<br />TENANT IMPROVEMENT- MOD'S TO THE
<br />INTERIOR OF EXTG BLDG, WAREHOUSETO
<br />OFFICE & LIGHT INDUSTRIAL
<br />Reviewed By '
<br />-_/ Date: �� ✓ ,/
<br />OfFice Set
<br />Job Site Set Fire/Planning Set
<br />PROJECT TEAM:
<br />OWNER
<br />HELION ENERGY
<br />1416 75TH ST. SW. EVERETT, WA 98203
<br />ANTHONY PANCOTTI
<br />ARCHITECT
<br />2812 ARCHITECTURE
<br />2812 COLBY AVE. EVERETT, WA 98201
<br />SIMON SIMON (426.252.2163)
<br />STRUCTURAL
<br />QUANTUM CONSULTING ENGINEERS
<br />1511 3RD EVE. SUITE 323, SEATTLE, WA
<br />JOHN RILEY (206.957.3906)
<br />SEPARATE SUBMITTAL:
<br />• FIRE ALARM
<br />• MECHANICAL
<br />• ELECTRICAL
<br />• PLUMBING
<br />NOTE:
<br />ALL SEPARATE SUBMITTALS SHALL BE SUBMITTED TO THE
<br />ARCHITECT FOR REVIEW & APPROVAL PRIOR TO PERMIT SUBMISSION
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