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HomeMy WebLinkAboutBLD-2010-0214 - COMMERCIAL TENANT IMPROVEMENT 1015804-1 0002 06/07/2010 002 4 Permit Fees 007902 $264.36 �1T Y ©�y:: City of Anacortes Permit#: BLD-2010-0214 904 6th Street Issue date: 06/07/2010 P.O.Box 547 Anac Expire date: 12/04/2011 ortes, WA 98221-0547 (360) 293-1901 Job Address: 1400 4TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221 Project: APN: P55673 P55679 P55366 P31513 P31514 P31515 P31516 P31517 P31518 Remarks: le-I)e,n Owner: TRIDENT SEAFOOD CORP Contractor: QUANTUM ONSTRUCTION INC Address: PO BOX 17599 Address: 12761 QUANTUM LN SEATTLE WA 98127-1269 ANACORTES WA 98221-8364 Phone: Phone: (360)293-0656 License#: QUANTUM`66DF General Information: Fees: Building Valuation 11000 Building Permit Fee 157.50 State Building Code Fee 4.50 Plan Review Fee 102.38 Total Calculated: 264.38 Deposits/Receipts: 0.00 Total Due: 264.38 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. —'A�5 I-A SIGNATURE OF OWNER OR AUTHORIZED AGENT TSSQ [Date by RS Project Information IBC Requirements Second Floor Plan Notes Drawing Index d by 05/07/10 PROJECT DESCRIPTION: B BUSINESS GROUP (IBC Section 304) Dimensions are to centerline or face of concrete, steel and wood Al Project Informationframing members unless indicated otherwise. Second Floor PlanThis project consists of tenant improvements to provide new second floor OCCUPANCIES 2O Existing pre-engineered steel building. A2 Partial Second Floor Plan office and storage areas. Business Offices Business Group B (IBC Section 304) Room Finish Schedule Food Processing Factory Industrial F-1 (IBC Section 306) Door Schedule OWNER(S): Moderate Hazard Occupancy O3 See Mechanical, Ventilation and Electrical, Lighting Plans for Window Schedule 0S ttEG157EREl? heating, ventilating, plumbing and electrical requirements. ARC IT CT Trident Secfood Corporation -Treasury Department OCCUPANT LOAD (IBC Table 1004.1.1) A3 Partial Second Floor Reflected Ceiling Plan 5303 Shilshole Avenue NW New Business Areas: 1 occupant per 100 SF gross ® Provide accessible routes of travel to all portions of the building. Seattle, WA 98107 878 SF/ 100 = 9 occupants Maintain 32" clear aisle width in areas serving only employees. A4 Construction Details Aio sra trr Maintain 36"wide minimum clear aisle width in public areas where STATE of `.`atSNlNrf?3 PROJECT ADDRESS: EGRESS (IBC Table 1015.1): 1 Exit allowed w/49 occupants tables, furnishings, or other similar obstructions are placed on one 9 < 49 = 1 Exit required. side of the aisle only, and 44"when such obstructions are placed on 400- 4th Street both sides of the aisle. Anacortes, WA 98221 CORRIDOR LENGTH /DEAD END 50' maximum per IBC 1017.3.2 O All doors which have a latch set or lock shall have lever type LEGAL DESCRIPTION: operating hardware. Locking mechanism to comply with IBC TYPE OF CONSTRUCTION (IBC Table 601): Type II-B Sections 1008.1.8.3 and 1008.1.8.3. Flush or surface bolts and not F Anacortes Lot 4, Block 107, Portion of vacated 4th Street, less 22 feet of Lot permitted. Door must unlock with one operation. 1, all of Lots 2 to 4. OCCUPANCY SEPARATIONS (IBC Table 508.3.3): B/F-1 Section 13, Township 35, Range 01, W.M. Not Required ASSESSOR'S TAX ID NO: �5 AUTOMATIC SPRINKLER SYSTEM p`� ,'Y � J� �% • N 00 3772-107-004-0009 (P 55673) Fully protected throughout complying with IBC Section 903 ~ ZONING t ecs 25'-0" 24,-6" 24,-6" 24'-6" 24,-6" 24,-6" 24'-6" 24,-6" 24,-6" 25'-0" Light Manufacturing (LM) +J PERMITTED USES 4 (.� o r~ Processing or storage of goods (Food Processing). U BUILDING HEIGHT: Four stories 11 ---- -- —————— -- -- ---- -------- ------- — — ------- --------- ------- -----� V 35'-0" City of Anacortes Height (35' Maximum) j +' Ln LO Office Ciffice Office Conference #est i Kitghen & Laboratory �� i� Mechanical M BUILDING SETBACK REQUIREMENTS: Lunch / i , /��j � Room I ^ 10'-0„ j ..L..r � o � SECOND FLOOR BUILDING AREAS i New Office 5,545 SF Business (Existing) 0 ano Storage 38,758 SF Processing (Existing) y 00— ---------- 44,303 SF TOTAL (Existing) Supply i Office Mail o I 1 I O U N 01 Office i Improvements' 878 SF Offices (New Tenant Improvements Mai from Processing) ( Personnel I I I o Office I I I CODES: j 1 I �' I Processing/Storage 2006 International Building Code(IBC) I I I ]CC/ANSI A117.1-03, Accessible and Usable Buildings Reception 2006 International Mechanical Code (IMC) I I I 2006 International Fire Code(IFC) j I 2006 Uniform Plumbing Code(UPC) I I I I 2008 National Electrical Code (NFPA 70) 2006 Washington State Energy Code TO Scrubber I 2006 Washington State Ventilation and Indoor Air Quality Code i I Room Room City of Anacortes Zoning Ordinance — I Z Boiler I I O &WH � j I I j N O I j I Q a C O i E ® - --- ----------- -- ------------ ---- - ---------------------------- 0) i i i i i i I V O i i I I i i i i i I O 0 ?�� i 0 c' O Cl) 4 i -a LL o M W c C;) w Q I CO jI I I Locker I Private I (D w j I Lunch 0 of I I Area O Area j I i i j I Vending Z j I I Locke s ❑ i Machines - Second Floor Plan ---== =i --------- i ----- i 0 5 1 i i i i i i i F b b SCALE: 16"=1'-0" Project 1009 Number Sheet A 1 Number of sheets Drawn by RS Room Finish Schedule Door Schedule Window Schedule Second Floor Plan Notes Checked by (W x H) (W x H) Sash/ O1 Dimensions are to centerline or face of concrete, steel and wood framing members Date 05/07/10 Room Name --------- Gallery Mark Opening Size Pairs Thickness Type Const. Finish Glass Remarks Mark Opening Size Finish Type Glass Exit Screen Remarks unless indicated otherwise. Mark ------------------- , A 2 2O Existing pre-engineered steel building. Rev. Description ------------ Floor/Walls/Ceiling 1. T-0"x T-0" 1 3/4" Interior X — (2) A 6-0"x 4'-0" X X X (1) 2. T-0"x T-0" 1 3/4" Interior X — 3. T-0"x T-0" 1-3/4" Interior X — O3 See Mechanical and Electrical Plans for heating, ventilating, plumbing and electrical y „ Mark Surface/Substrate/Base Finish Remarks 4. T-0"x T-0" 1-3/4" Interior X — requirements LEGEND: "X" shown on schedule indicates typical. . 5. 3'-0"x T-0" -- 1-3/4" Interior X — Sash/Finish: Typical = Vinyl sash and frame,white. 4O Provide accessible routes of travel to all portions of the building. Maintain 32"clear FLOOR aisle width in areas serving only employees. Maintain 36"wide minimum clear aisle s LEGEND "X" shown on schedule indicates typical. width in public areas where tables, furnishings, or other similar obstructions are Type: Typical = Horizontal slider. 1. Carpet (3) placed on one side of the aisle only, and 44"when such obstructions are placed on 2. Existing (2) Pairs: Number of doors in muti-component unit. both sides of the aisle. Glass: Typical = Clear, Low-E, argon gas-filled, insulated glass. Construction: Typical = Wood or hardboard, solid core. (Glazing U-Factor= 0.40 or better) O The floor of landings at doors shall be not more than 1/2" lower than the threshold of WALLS the doorway. Landings shall have a width of not less than the width of the door. Remarks: Landings shall have a length measured in the direction of travel not less than 44" A. Gypsum wallboard Paint (1) Remarks: except that within the accessible route of travel, the length shall not be less than 60" O B. 3l32"thick Marlte FRP (1) Provide safety glazing as required by location. on the swing aside. .� C. Existing (2) (1) All doors which have a latch set or lock shall have lever type operating hardware. Locking mechanism to comply with IBC Sections 1008.1.8.3 and 1008.1.8.3. Flush or O All doors which have a latch set or lock shall have lever type operating hardware. cam!] surface bolts and not permitted. Door must unlock with one operation. Locking mechanism to comply with IBC Sections 1008.1.8.3 and 1008.1.8.3. Flush • CEILING or surface bolts and not permitted. Door must unlock with one operation. ti aU (2) Tight-fitting solid core wood door with weather-stripping and automatic self-closer. (V 1. Gypsum wallboard Paint (1) O Exit and Emergency lighting. See Electrical and Lighting Plans for additional Vad 4-0 2. Suspended acoustical grid ceiling requirements. 3. Existing (2) Og ( ) g ( ) Verify q City Ca Install 2A106C fire extinguisher FE as indicated. Geri requirements with C' of Anacortes Fire Marshall. .. Remarks: OExisting 9" diameter air supply duct to remain. (1) Fire-taped 5/8"thick Type "X"fire-rated gypsum wallboard. v (2) Modify, patch, or repair as required for new construction. V•� (3) Provide 4" high resilient base. 10 Existing steel cross bracing to remain, r 4� V 11 Typical 3-5/8" steel stud wall framing spaced at 24" on center with 5/8"thick gypsum V wallboard (GWB) at each side. Ln Lf 12 6" steel top and bottom track with 2-1/2" stud wall framing spaced at 24"on center 6 9 13 c' H (staggered) with 5/8"thick gypsum wallboard (GWB) at each side. Provide 3-1/2" A4 A4 A4 N F T thick unfaced glass-fiber acoustical insulation. D o 13 Provide 3/32"thick Marlite FRP over 5/8"thick gypsum wallboard (GWB)at 10 < c� 24'-6" 24'-6' Processing Areas. A4 A4 CZv 6-0" 6-2 1/4" 5'-115/8" 14 3-5/8" steel stud wall framing spaced at 24" on center with 5/8"thick gypsum 5 9 wallboard (GWB) at Hallway side. A4 A4 • N 15 Remove existing non-structural steel stud wall wall framing as required for new O N 2 construction. O/. U N 16 Existing steel stud wall framing to remain. Modify, patch, or repair as requried for new construction. o 11 r `0 M Stairs Existing 1 _L L-L _LI-L i-I_L LJ _L Existing Wall 4 7/8" 11'-7 1/4" 11'-11 1/2" 4 7/8" 76 4 7/8" Existing Storage Office Office Office Wall 1 A 1 11 1 A 1 11 1 A 1 1 A 1 16 v Cl) Laboratory 18 Z" Existing Z C O ,1 Mechanical -In _ ® ® Room ~ 9 FEC O Existing Hall L_ 0 CL ^ 12" 1 A 1 11 N I..L (Min) ECD .�-.+ (1) O 14 O v V CO Hall V s i I in 13 rCU 13 O Q Existing o e t bu e 15 1 A 1 O Clean omCD Existing _ 0 m M W CU 0o U) c Existing 16 N 7 Wall Processing/Story e 10Z V W T-1 5/8" 4 7/8" g Existing 0 Q L Second Floor Plan °- 0 1 5 10 F_ SCALE: 1/4" = ,'-0" Project 1009 Number Sheet A2 Number of sheets E05/07/1 DrownSecond Floor Reflected Ceiling Plan Notes CheckeDimensions are to centerline or face of concrete, steel and wood framing members Date unless indicated otherwise. Verfiy dimensions with existing conditions. OExisting pre-engineered steel building. Rev. OReflected Ceiling Plans do not show all heating, ventilation or electrical items. See Mechanical and Electrical Items for additional requirements. O Suspended acoustical grid ceiling. T-Grid ceiling system shall be rated heavy-duty 17 18 19 and installed per IBC Section 803.9. Lateral force bracing shall comply with IBC A4 A4 A4 Section 1621. Install at height indicated, t O Exposed steel roof framing with interior reinforced fabric-faced building insulation. t . O Gypsum wallboard (GWB) ceiling or soffit. O Gypsum wallboard (GWB wrapped beam or soffit. ry^J U OSurface mounted fluorescent light fixture. See Electrical and Lighting Plans for - additional requirements. O Suspended acoustical grid ceiling mounted fluorescent light fixture. See Electrical N oD and Lighting Plans for additional requirements. V 00 10 Exit and emergency lighting fixtures. See Electrical and Lighting Plans for additional requirements. VJ ULO o cnLO F G H V4 WCD N •rl Q "0 ch V J � � w i O U N Nen 1 00 N M 0 0 0 9'-0" O 0 0 0 z O - - - - - o 10 9 O 0 91-01, Ca. 0. 2 o .c UCIO v 0 9 Cn O91_0.1 0' O (1 - - � LL _r_ 0 m W c � � Q v z Z LU o 0 L Second Floor Reflected Ceiling Plan 0 1 5 10 09 SCALE: 1/4" = 1'-0" Project 1009 Number Sheet A3 Number ofL sheets Drawing by RS Checked by Date 05/07/10 HANGER WIRE 3-5/8" STEEL 5/8" THICK 3-1/2" THICK UNFACED TD TRACK TYPE-X GYPSUM GLASS FIBER Rev. WALLBOARD BUILDING INSULATION x EXPOSED SUSPENDED - 3-5/8"x 20 GA. STEEL 2-1/2"x 20 GA. STEEL C STUD WALL FRAMING C STUD WALL FRAMING CEILING TEE SPACED @ 24"O.C. 1" TYPE "S' SPACED @ 24' O.C. BUGLE HEAD (STAGGERED) SCREWS 6"STEEL TD TRACK 20 GA STEEL STUDS ) LAY-IN TEGULAR ACOUSTICAL CEILING TILE O v r-; 5 STEEL STUDS GYPSUM BOARD ACOUSTICAL INSULATION SUSPENDED CEILING SCALE: SCALE: FULL SIZE 1 3 SCALE: SCALE: FULL SIZE N • � +O+ V � 2-1/2"x 20 GA. STEEL +J C STUD WALL FRAMING V 0 SPACED @ 24" O.C. WALL FINISH(STAGGERED) 5/8" THICK +� ¢I� _ TYPE-X GYPSUM • t� c i WALLBOARD WALL ANGLE FASTEN (, TO WALL AS REQUIRED (, �••1 6" STEEL ACOUSTICAL CEILING TD TRACK TILE CUT AND RABBETED y AS REQUIRED N 3/32"THICK LI H in O MARLITE FRP • rl Q C STUD WALL v 2-1/2"x 20 GA. STEEL PANELS SPACED @ 24" O.C. r w (STAGGERED) V J OO V N CK) N 6 STEELDSTUDS GYPSUM BOARD CEILING WALL ANGLE o 1 O SCALE: FULL SIZE *sc ALE: FULL S1ZE N VERTICAL JQ SUPPORT U 45 WIRE IN 1/2" Z �] CONDUIT > E FO STRUCTURE RE ABOVE 45 90 (q W � 45 O 45 S O f1 2" CROSS RUNNER d I..L O MAIN RUNNER O U MAIN SUPPORT RUNNER @ 4'-0" O.C. MAX U .0 BRACE AS INDICATED AT 12'-0" O.C, 144 SQ FT MAX co UE ICU SUSPENDED CEILING 00i�: ONO SCALE O CD 0 m Liu cc .� U) Q 0 z W N0 I..L� Project Number 1009 Sheet n 4 Number of sheets