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B"ERTCH CAHTA! <br />SEAWAY CENTER - :UILC NG <br />EVERETT, WASHINGTON <br />PERMIT SET <br />MAY 04. 2016 <br />INDEX OF DRAWINGS <br />SHEET <br />DESCRIPTION <br />ISSUE FOR <br />PERMIT <br />OS 04 2016 <br />GENERAL <br />CS <br />COVER SHEET, PROJECT TEAM AND PROJECT INFORMATION <br />• <br />TIA <br />EGRESS PLAN & GENERAL INFO <br />• <br />T1.2 <br />ACCESSIBILITY GUIDELINES <br />• <br />T1.3 <br />ENERGY CODE COMPLIANCE FORMS <br />• <br />CML <br />CI <br />COVER SHEET <br />• <br />C2 <br />EXISRNG CONDITIONS MAP <br />• <br />C3 <br />TEMPORARY EROSION AND SEDIMENT CONTROL PLAN <br />• <br />C4 <br />GRADING AND STORM DRAINAGE PLAN <br />• <br />C5 <br />GRADING AND STORM DRAINAGE PLAN (CONTINUED) AND STORM <br />DETENTION POND SECTIONS <br />• <br />C6 <br />WATER MAIN EXTENSION PUN <br />• <br />C7 <br />SANITARY SEWER EXTENSION PLAN <br />• <br />C8 <br />CONSTRUCTION NOTES & DETAILS <br />• <br />C9 <br />CONSTRUCTION NOTES & DETAILS <br />• <br />C10 <br />CONSTRUCTION NOTES & DETAILS <br />• <br />C11 <br />CONSTRUCTION NOTES & DETAILS <br />• <br />LANDSCAPE <br />L-1 <br />LANDSCAPE PLAN <br />• <br />L-2 <br />LANDSCAPE PLAN <br />• <br />L-3 <br />LANDSCAPE ENLARGEMENTS <br />• <br />L-4 <br />LANDSCAPE DETAILS & NOTES <br />• <br />L-5 <br />IRRIGATION PLAN <br />• <br />L-6 <br />I IRRIGATION PLAN <br />• <br />L-7 <br />IRRIGATION DETAILS <br />• <br />ARCHITECTURAL <br />AGA <br />ARCHITECTURAL SITE PLAN <br />• <br />AO.2 <br />ENLARGED SITE PLANS <br />• <br />AO.3 <br />SITE DETAILS <br />• <br />A20 <br />OVERALL FLOOR PUN <br />• <br />A21 <br />ENLARGED FLOOR PLANS <br />• <br />A25 <br />ROOF PLAN <br />• <br />A3.0 <br />EXTERIOR ELEVATIONS <br />• <br />A3.1 <br />EXTERIOR ELEVATIONS <br />• <br />A. <br />WALL SECTIONS <br />• <br />A42 <br />WALL SECTIONS <br />• <br />A6.1 <br />DOOR SCHEDULE AND PARTITION TYPES <br />• <br />A62 <br />DOOR AND WINDOW DETAILS <br />• <br />A&1 <br />EXIEBOR DETAILS <br />• <br />AB.2 <br />EXTERIOR DETAILS <br />• <br />STRUCTURAL <br />S1.1 <br />STRUCTURAL GENERAL NOTES <br />• <br />S1.2 <br />STRUCTURAL GENERA. NOTES CONTINUED <br />• <br />S13 <br />STRUCTURAL GENERAL NOTES, LEGEND AND ABREVIATIONS <br />• <br />S20 <br />STRUCTURAL FOUNDATION PLAN BURRING B <br />• <br />S21 <br />STRUCTURAL ROOF FRAMING PUN <br />• <br />S3.0 <br />STRUCTURAL ELEVATIONS <br />• <br />S3.1 <br />STRUCTURAL ELEVATIONS <br />• <br />S32 <br />STRUCTURAL ELEVATIONS <br />• <br />S3.3 <br />STRUCTURAL ELEVATIONS <br />• <br />53.4 <br />STRUCTURAL ELEVATIONS <br />• <br />S4.1 <br />STRUCTURAL FOUNDATION DETAILS <br />• <br />S42 <br />STRUCTURAL WALL DETAILS <br />• <br />S42 <br />STRUCTURAL FRAMING DETAILS <br />• <br />S5.1 <br />STRUCTURAL ROOF FRAMING DETAILS <br />'• <br />S52 <br />STRUCTURAL ROOF FRAMING DETAILS <br />.• <br />�DONITORED AUTOMAiiC FIRE <br />EfECTiON SY$'I'EAN REQUIRED <br />SUPERVISED AUTOMATIC <br />SPRINKLER SY$V'�M F��QUi10 <br />1' <br />6 <br />0 <br />EVERIETT <br />OR <br />THESE DOCUMENTS HAVE NOT SEEN <br />APPROVED FOR THE ISSUANCE OF <br />PUBLIC WORK, MECHANICAL, FIRE <br />SUPPRESSION, ELECTRICAL OR <br />PLUMBING PERMITS <br />PROJECT INFORMATION <br />BEWCH CAPITAL <br />SEAWAY CENTER <br />EVERETT, WASHINGTON <br />PROJECT SCOPE <br />CONSTRUCTION OF A NEW TILT -UP CONCRETE, 30' CLEAR, SEMI -CONDITIONED SHELL BUILDING <br />TAX PARCEL # <br />2804D3004003DO <br />LEGAL DESCRIPTION <br />SEE CIVIL FOR LEGAL DESCRIPTION <br />SEPARATE PERMITS: <br />1. MECHANICAL/HVAC (DESIGN BUILD) <br />2. ELECTRICAL (DESIGN BUILD) <br />3. PLUMBING (DESIGN BUILD) <br />4. FIRE PROTECTION (DESIGN BUILD) <br />5. TENANT IMPROVEMENT (FUTURE) <br />VICINITY MAP <br />NORTH <br />nLj- <br />0 <br />THIS SET OF <br />DRAWINGS SHALL <br />BE ON JOB 9rTE <br />AT ALL TIPPES. <br />CODE/ZONING INFORMATION <br />GOVERNING BUILDING CODES: <br />2012 IBC <br />2012 UPC <br />2012 IFC <br />2009 ICC/ANSI Al 17.1 (ACCESSIBILITY)2012 IECC <br />REGULATIONS & ORDINANCES <br />2012 WASHINGTON STATE AMENDMENTS <br />2012 WASHINGTON STATE ENERGY CODE <br />VENTILATION PER IMC <br />ZOM <br />M-1 <br />LFE}1OM AREA: <br />SEE CMl PLAN <br />SITE AREA: <br />703.441 SF (16.15 ACRES) <br />CRITICAL AREA AFFECTED <br />NONE <br />OCCUPANCYTYPE' <br />S-1 AND B <br />CONSTFOCj01 TYPE: <br />NB - FULLY SPRINNIID (ESFR SPRINIQERS) <br />MAWN LOT/BULDM COVE RAGE REOURED: 50% - 351.521 <br />PER EVERETT MUNICIPAL CODE <br />PROVICEO: <br />3UILDING A = 64,781 SF <br />aUADWG 8 = 122,46 SF <br />TOTAL = 186,97E SF (26.7%) <br />MAXMILM BULDNG HEIGIHIT. <br />REOUKD: OVER 50O FROM RESIDENTIALLY ZONED PROPERTIES = 120' HEIGHT LIMIT <br />PER EVERETT MUNICIPAL CODE <br />PROVD-a. 40-1' <br />OPEN SPACE REOUIREME TT, <br />NOTE, OPEN SPACE CALCULATION FOR DEVELOPMENT IS BASED ON FN1RiE Sri& <br />PER EVERETT MUNICIPAL CODE <br />TABLL'ATICN IS AS FOLLOWS <br />RECUT¢-D: 20% OF LOT AREA = 140,688 SF <br />PROVi3 26% OF LOT AREA = 187,250 SF <br />-SEE SITE PLAN (ADA) FOR AREA USED FOR OPEN SPACE CALCULATION <br />ALLOWABLE AREA: <br />2 STOR. - 12.000 SF/FLOOR (EASED ON F-1 OCCUPANCY, IBB CONST.) <br />PER IBC TABLE 503 <br />SPRINKLER } 60' YAM INCREASE. <br />I STGRY - UNUMITEO SF (PER IBC SECTION 507.3) <br />ACTUAL EiULDNG AREA: <br />1 SRORY / 122,196 SF (TOTAL) <br />PARI(NO REOLESM3IIS <br />(PER EVERETT MUNICIPAL CODE) (ASSUMES 5% FNIUPE OFFICE AND 95% WAREHOUSE) <br />TOTAL (S) <br />BUD 57AUS REO. <br />STALLS PROVIDED <br />AM STALLS RED. <br />ADA STALLS PROVIDED <br />OBE (5%) <br />6,"a <br />1/400 15 <br />WAREHOUSE (95%) <br />116,086 <br />1/7000� 116 <br />TOTAL.; <br />131 <br />132 <br />5 <br />5 <br />OCCUPANTLOADS <br />(PER 2012 •C TABLE 1004.1.1) (ASSUMES 5% RIME OFFICE AND 95% WAREHOUSE) <br />TOTAL (SF) <br />RATIO <br />OCC. LOAD <br />I REWD ERRS <br />EXTNS PROVIDED <br />BUSINESS AREA (5%) <br />6,110 <br />1/100 <br />1 61 <br />WAREHOUSE (95%) <br />116.086 <br />1/5DO <br />232 <br />TOTAL; <br />293 <br />1 2 <br />10 <br />= 293 OCCUPANTS / EXIT <br />EGRESS DOOR WIDTH REQUIRES (PER 2012 IBC 4CTXXN 1005.1) <br />B. F-7, S-1, A-2, A-3: D.20 PER OCCUPANT (wins EsFR SPRINIOFRS) = 58.6' <br />EGRESS WM PROVIDM <br />(10) SINGLE DOORS (10 DOOR LEAVES) X 327 = 320' <br />PROJECT DIRECTORY <br />CLIENT: <br />CONTACT: <br />GREG BERTCH <br />ARCHITECT OF RECORD: <br />CONTACT: <br />TODD SCHUTZ <br />CIVIL ENGINEER: <br />CONTACT. <br />DAN BALMELLI <br />LANDSCAPE ARCHITECT: <br />CONTACT: <br />CORKY BROWN <br />STRUCTURAL ENGINEER: <br />CONTACT: <br />TROYBEAN <br />BERTCH CAPITAL PARTNERS <br />8210-164TH AVE NE, SUITE 200 <br />REDMOND, WASHINGTON 98052 <br />gbedch@barldtcapilel.eom <br />CRAFT ARCHITECTS, PLLC <br />2505 THIRD AVE, SUITE 324 <br />SEATTLE, WASHINGTON 98121 <br />P: (206) 720-7001 <br />todd@craflarcNtecls.wTR <br />BARGHAUSEN CONSULTING ENGINEERS <br />18215 72ND AVENUE SOUTH <br />KENT, WASHINGTON 98032 <br />P: (425) 251-6222 <br />dbalmelli@bughausen.com <br />WILLIAM BROWN LANDSCAPE ARCHITECTS INC <br />16630 30TH DRIVE SE <br />BOTHELL, WASHINGTON 98012 <br />P: (425) 4174609 <br />CORKY B@COMCAST.NET <br />DCI ENGINEERS <br />818 STEWART ST, SUITE 1000 <br />SEATTLE, WA 98101 <br />P(206)332-1900 <br />TENAN@DCFENGINEERS.COM <br />GEOTECHNICAL ENGINEER: TERRA ASSOCIATES, INC. <br />12220113TH AVE NE, SUITE 130 <br />CONTACT: KIRKLAND, WASHINGTON 98034 <br />CAROLYN S. DECKER P: (425) 821-7777 <br />GENERAL CONTRACTOR: SIERRA CONSTRUCTION <br />CONTACT: 19900144TH AVENUE NE <br />WOODINVILLE, WASHINGTON 98072 <br />BRYAN PLOETZ P: (425) 487-5200 <br />bryanp@sienaind.com <br />Permit#: B1810-037 <br />Site Address: 3301 SEAWAY BLVD (BLDG B) <br />Owner: SEAWAY WEST LLC <br />Tenant: FUNKO <br />App. Date: 10/25/2018 <br />Proposed Use: COMMERCIAL <br />Description: TEMP STORAGE, NO RACKING IN PORTION <br />OF BUILDING <br />Reviewed By: Date: to <br />'4'�ffice Set Job Site Set Fire/Planning Set <br />ENERGY CODE COMPLIANCE: <br />BUILDING IS TO BE A SEMI -HEATED BUILDING AS DEFINED BY THE 2012 WASHINGTON <br />STATE ENERGY OOOE, THE COMPONENT PERFORMANCE PATH IS USED TO BALANCE THE <br />INSULATION REOU43 BY THE VARIOUS BUILDINGSYSTEMS. <br />SEE ENCLOSED ENERGY CODE ANALYSIS FOR ADDITRINAL INFORMATION. <br />HEATH <br />BUILDING TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8 <br />BTUH/SF; COOUNG IS NOT PROVIDED. <br />ROOF F ULA¶M <br />CALCULATED RIGID INSULATION VALUE: R-30. CONTINUOUS ABOVE DECK <br />WALLS <br />WAREHOUSE WAILS ARE EXEMPT FROM INSULATION REOUIREMEIM <br />SLAB ON GRADE, <br />SUB INSULATION IS EXCLUDED. <br />HIM MAN DOORS <br />U= 0.60 IN <br />ROLL-(1P DOORS <br />R= 7.50 LON (11- 0.13 MAX) <br />MUMAL FENESTRATION, F'0ED <br />U- 0.38 MAX. SHGC- 0.40 MAX <br />STORE FRGNT E NTRANCM <br />U= 0.60 MAX SHGC= 0.40 MAX <br />SKYLILy{j�• <br />U. 0.60 MAX. SHGC= 035 MAX <br />­/nL_;r- <br />4kcl /7. �ZO!7 <br />a T C h 1 t e C t S <br />2505 Third Avenue <br />Suite 324 <br />Seattle. WA 99121 <br />206.720.7001 phone <br />206.720.2949 fax <br />wvwv.creftarchitects.com <br />W <br />< pp v FA <br />® LJ <br />� <br />f <br />co <br />W <br />W <br />CONSULTANT <br />wm_ <br />Submittals/Revisions: <br />FOR PERMIT 05/D4/16 <br />Sheet Title: <br />COVER SHEE( <br />Date: <br />05/04/16 <br />Design: <br />Drawn: <br />Project No: <br />15-198 <br />Approved: <br />Building No: <br />Sheet No: <br />CS <br />I <br />l <br />COPYRIGHT CRAFT ARCHfTECTS 2016 <br />