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Home My WebLink AboutBLD-2010-0385 - COMMERCIAL TENANT IMPROVEMENT 1026602-1 0138 09/23/2010 001 6 Permit Fees 008837 $153.00 Al Off:_. City of Anacortes Permit#: BLD-2010-0385 904 6th Street Issue date: 09/23/2010 P.O.Box 547 n Expire date: 03/21/2012 oAnacortes, WA 98221-0547 9 L.O,�� (360) 293-1901 1400 4TH ST Permit Type: Commercial Re Job Address yp air/Alter Permit P ANACORTES WA 98221 Project: APN: P55673 P55679 P55366 P31513 P31514 P31515 P31516 P31517 P31518 Remarks: Create 500 sf exercise room in existing storage area. Owner: TRIDENT SEAFOOD CORP Contractor: Address: PO BOX 17599 Address: SEATTLE WA 98127-1269 Phone: (360)293-3133 Phone: License#: General Information: Fees: Building Valuation 4296 Building Permit Fee 90.00 State Building Code Fee 4.50 Plan Review Fee 58.50 Total Calculated: 153.00 Deposits/Receipts: 0.00 Total Due: 153.00 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. SIGNATURE OF OWNER UTHORIZED AGENT ISSUED BY [Dote by RS Project Information IBC Requirements Second Floor Plan Notes Drawing Index by PROJECT DESCRIPTION: S BUSINESS GROUP (IBC S@CflOn 304) 01 Dimensions are to centerline or face of concrete, steel and wood Al Project Information 05/07/10framing members unless indicated otherwise. Second Floor Plan This project consists of tenant improvements to provide new second floor g OCCUPANCIES 0 Existing pre-engineered steel building. ® Partial Second Floor Plan office and storage areas. Business Offices Business Group B (IBC Section 304) 9 p 9 g Room Finish Schedule OWNER(S): Food Processing Factory Industrial F-1 (IBG Section 306) Door Schedule Moderate Hazard Occupancy O3 See Mechanical,Ventilation and Electrical, Lighting Plans for Window Schedule Trident Secfood Corporation-Treasury Department heating, ventilating, plumbing and electrical requirements. OCCUPANT LOAD (IBC Table 1gD4.1.1) A3 Partial Second Floor Reflected Ceilin Plan 5303 Shilshole Avenue NW New Business Areas: 1 occupant per 100 SF grass ® Provide accessible routes of travel to all portions of the building. g Seattle, WA 98107 878 SF/100= 9 occupants Maintain 32"clear aisle width in areas serving only employees, A4 Construction Details PROJECT ADDRESS: Maintain 36"wide minimum clear aisle width in public areas where EGRESS (IBC Table 1015.1): 1 Exit allowed w/49 occupants tables,furnishings, or other similar obstructions are placed on one 400-4tfi Street 9 a 49 = 1 Exit required. side of the aisle only, and 44"when such obstructions are placed on Anacortes, WA 98221 both sides ofthe aisle. t>J ��jjj END CORRIDOR' maximum per IBC 110D17.3 2 All doors which have a latch set or lock shall have lever type Z VO Lu LEGAL DESCRIPTION: operating hardware. Locking mechanism to comply with IBC ) TYPE OF CONSTRUCTION (IBC Table 601):Type 11-8 Sections 1008-1.8.3 and 1008.1.8.3. Flush or surface bolts and not s Q — O Anacortes Lot 4, Black 107, Portion of vacated 41h Street, less 22 feet of Lot ., -> t- Qermitted. Door must unlock with one operation. Q r S all of Lots 2 to 4. OCCUPANCY SEPARATIONS (IBC Table 508.3-3):BIF-1 w a. t (� � Zca Section 13,Township 35, Range Ot,W.M. {i Not Required D- ASSESSOR'S TAX ID NO: AUTOMATIC SPRINKLER SYSTEM � W �, N N 3772-107-004-0009 (P 55673) Fully protected throughout complying with IBC Section 903 O t r Q — ri co r. O W O ZONING QZ 25'-0" 24,-6" 24%6" 24'-6" 24'-6" 24'-6" 24,-6" 24•-6" 24'-5" 25'-0" A r m 0 } r�� •• Light Manufacturing (LM) a, d J , PERMITTED USES 7 `, Q � � � L ra V O � Processing or storage of goods (Food Processing). f I I I I I I. I Q BUILDING HEIGHT: Four stories 35'-D" City of Anacortes Height(36 Maximum) Office Office Office ! 'lest I C. r BUILDING SETBACK REQUIREMENTS: I i i Conference KLgnch& Laboratory I. Mechanical CN Roam j � W cV I I I 4 o SECOND FLOOR BUILDING AREAS 5,545 SF Business (Existing) I O New Office 38,758 SF Processing (Existing) I I o ! and Storage 44,303SF TOTAL (Existing) i SuPPly Office Mail o improvements; i �o ,°�,° 878 SF Offices (New Tenant Improvements e — -- —�` --'--' -- 0 from — -Q O c*� from Processing) I Personnel I I I I I O N office I j I I I I I o CODES: I I I I I j I 2006 International Building Code(IBC) I I I Processing/Storage ICC/ANSI Al17.1-03, Accessible and Usable Buildings 8 Reception I I 2006 International Mechanical Code(iMC) I I I I I i I 2006 International Fire Cade(IFC) 2006 Uniform Plumbing Cale(UPC) 2008 National Electrical Code (NFPA 70) 1 2006 Washington State Energy Code 2006 Washington State Ventilation and Indoor Air Quality Code j I TO Scrubber I I I # 1. Room Room City of Anacortes Zoning Ordinance i I I ►! I I I I I I I Boiler Z i I. L I I i } I I&WH O I I I I I I I I I -y I I I I I I I 6 i I I I I I j I E > I j I I I i p O I I E I l I I I U en I ! I I I I N W I O Q CU I I I I I { I I I I I I I yJ'�tUN� I r�o ! O I I I { I I IMID � to � LL 'f Q p m W CQ � � to I I I I I I Q �}-- --- I -J- I-- I I i I i i i •� I I I I Locke I Private I Z I I l I Lunch I 0W I Area I 01 a Q I i I I I I Lunch Area I I I I I I I I I I I i 110 Vending I Z M Machines I I i I I I Locke I I 1 -- -- -- --- - Pq Second Floor Plan I. o s 10 20 11 I 1 I I I I I r F SCALE: 1116"= T-0" Project oOJ K Number Sheet A l Number sheets Drawn by RS Room Finish Schedule Door Schedule Window Schedule Second Floor Plan Notes Checked by r+ (W x H) (W x H) Sash/ O Dimensions are to centerline or face of concrete, steel and wood framing members Date 05/07/10 Room Name --- Val lery Mark Opening Size Pairs Thickness Type Const. Finish Glass Remarks Mark Opening Size Finish Type Glass Exit Screen Remarks unless indicated otherwise. Mark ---------- 1 A 2 OZ Existing pre-engineered steel building. ev. 1. T-0"x T-0" - 1 34' Interior X - - (2) Description------- Floor/Walls/Ceiling 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 - - - O See Mechanical and Electrical Plans for heating, ventilating, plumbing and electrical Mark Surface/Substrate/Base Finish Remarks 4. T-0" x T-0" - 1-3/4" Interior X - - - LEGEND: "X" shown on schedule indicates typical. requirements. 5. 3'-0" x T-0" - 1-3/4" Interior X -- -- - - Sash/Finish: Typical = Vinyl sash and frame, white. O4 Provide accessible routes of travel to all portions of the building. Maintain 32"clear aisle width in areas serving only employees. Maintain 36"wide minimum clear aisle FLOOR LEGEND "X" shown on schedule indicates typical. Type: Typical = Horizontal slider. width in public areas where tables, furnishings, or other similar obstructions are placed on one side of the aisle only, and 44"when such obstructions are placed on 1. Carpet - (3) Pairs: Number of doors in mutt-component onent unit. both sides of the aisle. 2. Existing (2) P 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. Landings shall have a length measured in the direction of travel not less than 44" Remarks: except that within the accessible route of travel, the length shall not be less than 60" p A. Gypsum wallboard Paint (1) Remarks v B. 3132"thick Marlite 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. r /1 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. V J � 9 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. +, (2) Tight-fitting solid core wood door with weather-stripping and automatic self-closer. • N O Exit and Emergency lighting. See Electrical and Lighting Plans for additional 00 1. Gypsum wallboard Paint (1) V a, requirements. v 2. Suspended acoustical grid ceiling - - � 3. Existing - (2) Og Install (2A10BC) fire extinguisher (FE) as indicated. Verify requirements with City of (`� r~ Anacortes Fire Marshall. Remarks: O Existing 9" diameter air supply duct to remain. V p >~ (1) Fire-taped 5/8"thick Type "X"fire-rated gypsum wallboard. ca - (2) Modify, patch, or repair as required for new construction. (3) Provide 4" high resilient base. 10 Existing steel cross bracing to remain. • *..� E ,� V 11 Typical 3-5/8" steel stud wall framing spaced at 24" on center with 518"thick gypsum V wallboard (GWB) at each side. �1 C. ug 12 6" steel top and bottom track with 2-1/2" stud wall framing spaced at 24"on center 6 9 13 �I�i y A (staggered)with 518"thick gypsum wallboard (GWB) at each side. Provide 3-1/2" A4 A4 A4 N F T H thick unlaced glass-fiber acoustical insulation. ^ D CD 13 Provide 3/32"thick Marlite FRP over 5/8"thick gypsum wallboard(GWB) at 10 + can 24'-6" 24'-6" Processing Areas. A4 A4 cc 6'-0" 6-2 1/4" 5'-11 5/8" 14 3-5/8" steel stud wall framing spaced at 24" on center with 5/8"thick gypsum QJ Fx, wallboard (GWB) at Hallway side. A4 A4 r ?�N 15 Remove existing non-structural steel stud wall wall framing as required for new 00 O V N w 2 construction. n ,6 Existing steel stud wall framing to remain. Modify, patch, or repair as requried for 00 N ^ ... s new construction. CD All PA] I I I Stairs '� Existing 10 Existing Wall 47/8" 11W114" 11'-111/2" 47/8" 11_L-L _L—I__L J-1_L LJ 1J 16 4 7!8" Z O Z __,....._...__�_... ._._ — Existing Wall Storage Office Office Office 16 1 A 1 11 1 A 1 11 1 A 1 1 A 1 N Laboratory 18" °° Existing z (Min) ate.. O Mechanical ® O O Room E Q 00 I 8 Existing > �C 9 FEC " '�5 7k o Hall �� W I GF�s k'criM Q O 12" v 1 A 1 N O 12 (Min) y�WY Laaenwva.+�lsercr um,w.,rmw„ y, as— , X-' .....-r . - ... .�,.._._...-...-.m nMrC* tM SNL� ��lLI Ne 14 - IT ICU 9y � _ ^ 13 � 13 � O Q Hall Vestibule 0 CO Existing Clean om 15 , A , � O V_ Existing �sfit� Q W ca ca m ! m ^` VJ Q Existing 16 Lynx NTZu�,� "C Z WallProcessing/Storage z ExYs„"`' 0 0 T-1 5/8" 4 7/8" Existing w,q�S L Second Floor Plans„ cro 0 1 5 10 SCALE: 1/4"= 1'-0" 'V o-- O F 1009 A2 sheets Drawn by RS Second Floor Reflected Ceiling Plan Notes Checked by ODimensions are to centerline or face of concrete, steel and wood framing members Date 05/07/10 unless indicated otherwise. Verfiy dimensions with existing conditions. OExisting pre-engineered steel building. rRev- Reflected Ceiling Plans do not show all heating, ventilation or electrical items. See Mechanical and Electrical Items for additional requirements. OSuspended 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. OExposed steel roof framing with interior reinforced fabric-faced building insulation. O Gypsum wallboard (GWB) ceiling or soffit. OGypsum wallboard (GWB wrapped beam or soffit. 0 OSurface mounted fluorescent light fixture. See Electrical and Lighting Plans for • additional requirements. @j N V OSuspended acoustical grid ceiling mounted fluorescent light fixture. See Electrical C and Lighting Plans for additional requirements. rV v 10 Exit and emergency lighting fixtures. See Electrical and Lighting Plans for additional requirements. ♦� Cz �� Cz Q� m F G H a\ 24'_6" 24'_6" =� 00 00 N 0 uN N 0�0 N O t1 O O O 9'-0" O O O O 91-01. 91_01, -Cn O JL------ IL, O E N 20 10 el� O O 9 0 � � 0. 0 CD O U Cn 0 � N 8. O o.. , 9 O a) O . D,. Q o W c m Q LU cn Z Z o 0 L Second Floor Reflected Ceiling Plan 0 1 5 10 SCALE: 1/4"= 1'-0" Project 1009 Number Sheet A3 Number Fof sheets Drawing by RS Checked by Date 05/07/10 HANGER WIRE 3-5/8" STEEL 5/8" THICK GLASS FIBER NFACED Rev. TYP E-X GYPSUM TD TRACK WALLBOARD BUILDING INSULATION EXPOSED SUSPENDED 2-1/2"x 20 GA. STEEL CEILING TEE 3-5/8"x 20 GA. STEEL C STUD WALL FRAMING C STUD WALL FRAMING 1"TYPE "S" SPACED @ 24"O.C. SPACED @ 24" O.C. BUGLE HEAD (STAGGERED) SCREWSa I 6" STEEL TD TRACK f 20 GA STEEL STUDS LAY-IN TEGULAR ACOUSTICAL CEILING TILE Ei O V STEEL STUDS GYPSUM BOARD ACOUSTICAL INSULATION SUSPENDED CEILING q� SCALE: 3" = 1'-0" 9 SCALE: FULL SIZE 1 SCALE: 17 SCALE: FULL SIZE 0 V a\ � V 1 2-1/2"x 20 GA. STEEL V Cts O _. C STUD WALL FRAMING WALL FINISH SPACED @ 24" O.C. 5/8" THICK (STAGGERED) • TYPE-X GYPSUM � (, WALL ANGLE FASTEN WALLBOARD TO WALL AS REQUIREDACOUSTICAL CEILING V 6" STEEL TILE CUT AND RABBETED � TD TRACK AS REQUIRED 1 3/32"THICK co co MARLITE FRP 2-1/2" x 20 GA. STEEL PANELS V C STUD WALL FRAMING Cn co w SPACED @ 24" O.C. (STAGGERED) Liu—I �j00 O u `-' ON co 0000 N STEEL STUDS GYPSUM BOARD 18 ElLI WALL ANGLE S3" = 1'-01, SCSC FULL SIZE N VERTICAL -' SUPPORT U 45 WIRE IN 1/2" CONDUIT TO w E O STRUCTURE ABOVE 45 90 W CD 45 E O 45 S O L M 2" CROSS RUNNER C 0 �( 2, MAIN RUNNER — O 0 M MAIN SUPPORT RUNNER @ 4'-0" O.C. MAX BRACE AS INDICATED AT 12'-0" O.C, 144 SQ FT MAX CUCn O (1:#�INOSUSPENDED CEILINGO SCALE a) O If O U CO ♦^ Q a I— oZ W 0_// Project 1 , Number 09 Sheet A4 Number of sheets NPR"%' > r /{' ' >' 7�9��_ w M DOCK U_ r' ( EXISTING r ; � w w - STRUCTURE / �'� �� - t I �..I -/ �^ t , DOCK / �. \ �)✓ \I U \� \ I I w h' � z \ I RE w t i _ � I \ _ b: t O k w -Z _ Q ® FUTURE I / - I O I CONSTRUCT. I I O �, Z W 7 DQ 2 � I i LZ _ EXISTING t BUILDING 1 - - - - 71cr _ 0 C • _ c � w C ►- _I - - - I LI PROPERTY LINE (n - EXISTING BUILDING I O f 71 (� - r - LL 101- r I ♦ Q 0 : _ I w Z Q r _ A � Z a � oUo I , ! w cc Q 4TH STREET = F" m N (N V) J J t xI X x 0 o I i i B co N i x B ( x } I I I $ N cn I w w x I O O in if r_ X— — X — -X X = X = — X I x > I w w> I w i > W aUj PROPERTY LINE x I x I NOTES: Qo 0 0 � ALL DIMENSIONS SHOWN ARE APPROX. AND MUST BE VERIFIED. QUANTUM CONSTRUCTION, INC. o o Commercial Industrial WBE 12761 Quantum Lane I I x x I Macortes, WA 98221 PROJECT: 0 r 40 30 20 10 0 — 20' 40' 80' DATE: Oc X X X X X - - X X — X - - X _ X X — — X - - - - ENGINEER: G.T ENGINEER: IN FEET DRAWN BY: ELS ( ) NORTH 1-= 40'-0• CHECKED BY: G. GRAPHIC SCALE E CA SCALE: AS NOT= t Y SHEET: 1 OF DRAWING SITE PLAN SCALE 1"=40'-Q PLOT DATE: 07-05-06 3 2 REV 8 . F RS Room Finish Schedule Door Schedule Window Schedule Floor Plan Notes (W x H) O Dimensions are to centerline or face of concrete, steel and wood framing members 07110 — Gallery (Wx H) Sash/ unless indicated otherwise. Room Name Mark Opening Size Pairs Thickness Type Const. Finish Glass Remarks Mark Opening Size Finish Type Glass Exit Screen Remarks Mark ------ 1 A 2 O Existing pre-engineered steel building. Description------ Floor/Walls/Ceiling 1. 3'-0"x T-0" - 1 3/4"' Interior METAL - yZl 3 A 3'o' 3 X X X �+ 3'0' ��, D' X X X U O3 See Mechanical and Electrical Plans for heating, ventilating, plumbing and electrical requirements. Mark Surface/Substrate/Base Finish Remarks LEGEND: "X" shown on schedule indicates typical. O Provide accessible routes of travel to all portions of the building. Maintain 32"clear Sash/Finish: Typical = Vinyl sash and frame,white. aisle width in areas serving only employees. Maintain 36"wide minimum clear aisle width in public areas where tables, furnishings, or other similar obstructions are FLOOR LEGEND ")C shown on schedule indicates typical Type: Typical _ Horizontal slider. placed on one side of the aisle only, and.44'when such obstructions are placed on both sides of the aisle. 1. Carpet - (3) 2. Existing - (2) Pairs: Number of doors in muti-component unit. Glass: Typical = Clear, Low-E, argon gas-filled, insulated glass. (Glazing LI-Factor= 0.40 or better) O The floor of landings at doors shall be not more than 1/2" lower than the threshold of Construction: Typical = Wood or hardboard, solid core. the doorway. Landings shall have a width of not less than the width of the door. Landings shall have a length measured in the direction of travel not less than 44" WALLS Remarks: except that within the accessible route of travel,the length shall not be less than 60" A. Gypsum wallboard Paint (1) Remarks: on the swing aside. B. Gyps thick wallboard FRP - ( (1) Provide safety glazing as required by location. Ca C. 3/32"Existing - (2) (1) All doors which have a latch set or lock shall have lever type operating hardware. O 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 Locking mechanism to comply with IBC Sections 1008.1.8.3 and 1008.1.8.3. Flush surface bolts and not permitted. Door must unlock with one operation. or surface bolts and not permitted. Door must unlock with one operation. N CEILING (2) Tight-fitting solid core wood door with weather-stripping and automatic self-closer. 7O Exit and Emergency lighting. See Electrical and Lighting Plans for additional V � 1. Gypsum wallboard Paint (1) (3) Duictk S+AIL fir' requirements. Q; 2. Suspended acoustical grid ceiling - - 3. Existing - (2) O Install Ana¢ortes Fi re Marshall. (FE) as indicated. Verify requirements with City of V 0 � Remarks: O Existing 9" diameter air supply duct to remain. p (1) Fire-taped 5/8"thick Type"X"fire-rated gypsum wallboard. +, r. (2) Modify, patch, or repair as required for new construction. 10 Existing steel cross bracing to remain. '*"1 cd (3) Provide 4" high resilient base. V V 11 Typical 3-5/8" steel stud wall framing spaced at 24" on center with 5/8"thick gypsum 5 9 -'- wallboard (GWB) at each side. 12 6" steel top and bottom track with 2-1/2" stud wall framing spaced at 24"on center 6 9 13 (staggered)with 5/8"thick gypsum wallboard (GWB) at each side. Provide 3 i/2" A4 A4 A4 N i thick unlaced glass-fiber acoustical insulation. 13 Provide 3/32"thick Marlite FRP over 5/8"thick gypsum wallboard (GWB) at 9 10 ��------++++ m Processing Areas. A4 A4 14 3-5/8" steel stud wall framing spaced at 24"on center with 518"thick gypsum 5 y V J wallboard (GWB) at Hallway side. 00 A4 A4 QUANTUM 15 Remove existing non-structural steel stud wall wall framing as required for new O V cV construction. CONSTRUCTION INC. n/ 00 00 M O N 16 Existing steel stud wall framing to remain. Modify, patch, or repair as requried for .-. 0 new construction. m COMMERCIAL • INDUSTRIAL • CUSTOM I RESIDENTIAL • METAL BUILDINGS — T --- — T — T _7 T - Z U) nor - — Ib o� l� kM1� Zzd� - - A o O 25 �( —I CV a — - —+--I— f -- — 7 — — - — — t — --i O 0 I E -_y aw6 UJ Ca �- _ - T- — — - I I m U) 1 I I -- fjottuN IM67Al Quantum Construction, Inc., 12761 Quantum Lane, Anacortes, WA 98221 Phone: (360) 293-0656 Fax: (360) 293-4736 www.quantumci.com ` Project 009 i Number 1 I i r , _ Sheet A2 I o I '{ 1 Number 1r ,, of sheets