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<br /> PROJECT INFORMATION PROJECT DIRECTORY Permit#: 81605-017
<br /> BERTCH CAPITAL Site Address: 3,3��WAY BLVD{BLD6 B)
<br /> Owner: � SEAWAY WEST LLC
<br /> EVERETf,CWASH NGTON ' BERTCH CAPITAL PARTNERS
<br /> _ C L I E N T. Tenant: [7enNamej
<br /> PROJECT SCOP App_date: 5/6/2016
<br /> E 8210-164TH AVE NE SUITE 200 Prapased Use: COMMERCIAL
<br /> CONTACT: REDMOND, WASHIN�GTON 98052 d�scription: NEWTf -UPBUIIDINGSHELL
<br /> E V E R E T CONSTRUCTION OF A NEW TILT-UP CONCRETE, 30' CLEAR, SEMI-CONDITIONED SHELL BUILDING GREG BERTCH
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<br /> W� be ch bert h
<br /> H I N c ca ital.com
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<br /> ' TAX PARC E L # R�V� �� BV: _
<br /> Office Set �ob Site Set Fire/Planning Set
<br /> 28040300400300
<br /> P E R M I T LEGAL DESCRIPTION ARCH ITECT OF RECORD: CRAFT ARCHITECTS, PLLC
<br /> ET
<br /> MAY 4
<br /> 0 21
<br /> 0
<br /> 6
<br /> � SEE CIVIL FOR LEGAL OESCRIPTION CONTACT: 2505 THIRD AVE, SUITE 324
<br /> INDEX OF DRAWINGS TODD SCHUTZ SEATTLE, WASHINGTON 98121 �r � c h � t e c t s
<br /> SHEET DESCRIPTION ISSUE FOR SEPARATE PERMITS� P: (206) 720-7001
<br /> todd@craftarchitects.com 2505 Third Avenue
<br /> PERMIT 1. MECHANICAL/HVAC (DESIGN BUILD) Suite 324
<br /> 2. ELECTRICAL (DESIGN BUILD) Seattle, WA 98121
<br /> 05 04 2016 3. PLUMBING (DESIGN BUILD)
<br /> GENERAL 4. FIRE PROTECTION (DESIGN BUILD) BARGHAUSEN CONSULTING ENGINEERS 206.720.2949 axone
<br /> 5. TENANT IMPROVEMENT (FUTURE) C I V I L E N G I N E E R.
<br /> CS COVER SHEEf, PROJECT TEAM AND PROJECT INFORMATION • NORTH 18215 72ND AVENUE SOUTH
<br /> CONTACT: www.craftarchitects.com
<br /> 1.1 EGRESS PLAN & GENERAL INFO • VICINITY MAP KENT, WASHINGTON 98032
<br /> T�.2 ACCESSIBILITY GUIDELINES � DAN BALMELLI
<br /> T1.3 ENERGY CODE COMPLIANCE FORMS • NTS P: (425) 251-6222
<br /> CIVIL - dbalmelli@barghausen,com
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<br /> C1 COVER SHEET �
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<br /> C2 EXISTING CONDITIONS MAP �
<br /> C3 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN . LANDSCAPE ARCHITECT: �NILLIAM BROWN LANDSCAPEARCHITECTS INC
<br /> C4 GRADWG AND STORM DRAINAGE PLAN � - 16630 30TH DRIVE SE
<br /> �
<br /> � " CONTACT:
<br /> C5 GRADING AND STORM DRAINAGE PLAN (CONTINUED) AND STORM BOTHELL, WASHINGTON 98012 �
<br /> • �
<br /> DEfENTION POND SECTIONS � ```�„':�: CORKY BROWN Z
<br /> C6 WATER MAIN EXTENSION PLAN • ;; � - P: (425) 417-4609 � O
<br /> C7 SANITARY SEWER EXTENSION PLAN • ����� CORKY B@COMCAST.NET � �-
<br /> C8 CONSTRUCTION NOTES & DETAILS � - �� �
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<br /> C9 CONSTRUCTION NOTES & DEfAILS • � Z
<br /> C10 CONSTRUCTION NOTES & DEfAILS � � �
<br /> � STRUCTURAL ENGINEER: DCI ENGINEERS Q C� � _
<br /> C11 CONSTRUCTION NOTES & DETAILS �
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<br /> LANDSCAPE � � �-� � ��s�,r CONTACT: 818 STEWART ST, SUITE 1000 U Z � Q
<br /> �-� LANDSCAPE PLAN • . � SEATTLE WA 98101 Q Q
<br /> _ ��a �r�k _ TROY BEAN ' �S
<br /> L-2 LANDSCAPE PLAN • � w P(206)332-�9�� _ � �
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<br /> �-3 LANDSCAPE ENLARGEMENTS • TBEAN@DCI-ENGINEERS.COM ��
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<br /> L-4 LANDSCAPE DEfAILS & NOTES � � �
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<br /> L-5 IRRIGATION PLAN � �
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<br /> - IRRIGATION PLAN
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<br /> �-� IRRIGATION DETAILS . GEOTECHNICAL ENGINEER: TERRAASSOCIATES, �Nc. � w
<br /> ARCHITECTURAL 12220113TH AVE NE, SUITE 130 W �'
<br /> A0.1 ARCHITECTURAL SITE PLAN • C CONTACT: KIRKLAND, WASHINGTON 98034 �] w
<br /> Ao.2 ENLARGED SITE PIANS . ODE/ZUNING INFORMATION CAROLYN S. DECKER
<br /> A0.3 SITE DETAILS � GOVERNING BUILDING CODES: P: (425) 821-7777
<br /> A2.0 OVERALL FLOOR PLAN • 2012 IBC
<br /> A2.1 ENLARGED FLOOR PLANS � 2012 UPC
<br /> 2012 IFC
<br /> A2.5 ROOF PLAN • 2009 ICC/ANSI A117.1 (ACCESSIBILITY) G E N E RAL CO N T RACTO R.
<br /> A3.0 EXTERIOR ELEVATIONS • 2012 IECC
<br /> • SIERRA CONSTRUCTION
<br /> A3.1 EXTERIOR ELEVATIONS • REGULATIONS & ORDINANCES 19900144TH AVENUE NE
<br /> A4.1 WALL SECTIONS � 2012 WASHINGTON STATE AMENDMENTS CONTACT:
<br /> A4.2 WALL SECTIONS � 2012 WASHINGTON STATE ENERGY CODE WOODINVILLE, WASHINGTON 98072 CONSULTAWT
<br /> A6.1 DOOR SCHEDULE AND PARTITION TYPES � VENTILATION PER IMC BRYAN PLOETZ P: (425) 487-SZOO
<br /> OOR AND WINDOW DEfAILS � b afl SI@fPaII1d.00171 ` °� �°�- � e 6�=d����� ��s�� ���.�:,
<br /> • � p@ �= r�This Project �'o Include
<br /> A8.1 EXTERIOR DETAILS • Z�E� M-1
<br /> A8.2 EXTERIOR DETAILS � N4IP�flVI0�1S AREA� SEE CIVIL PLAN � PIUtl1blt19 � rinkler �'� � �
<br /> �� �
<br /> TRUCTURAL SITE AREA� �03,442 SF (16.15 ACRES) w� echanical Fire
<br /> S1.1 STRUCTURAL GENERAL NOTES �
<br /> S1.2 STRUCTURAL GENERAL NOTES CONTINUED � ����► AFFECTED� NONE . . ���r�
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<br /> 3...s,� �"E"�'n f.r s h t��a;��
<br /> OCCUPANCY TYPE� S-1 AN D B
<br /> S1.3 STRUCTURAL GENERAL NOTES, LEGEND AND ABREVIATIONS � �;QN$TA�CTIQN TYPE� IIIB - FULLY SPRINKLED (ESFR SPRINKLERS)
<br /> S2.0 STRUCTURAL FOUNDATION PLAN BUILDING B •
<br /> S2.1 STRUCTURAL ROOF FRAMING PLAN • MAXIMUM LOT/BUILDING COVERAC�� REQUIRED: 50� - 351,521
<br /> S3.0 STRUCTURAL ELEVATIONS � PER EVERETT MUNICIPAL CODE PROVIDED:
<br /> BUILDING A = 64,781 SF
<br /> S3.1 STRUCTURAL ELEVATIONS • BUILDING B = 122.196 SF �a�
<br /> S3.2 STRUCTURAL ELEVATIONS • TOTAL = 186,977 SF (26.7%) p�H�C�
<br /> S3.3 STRUCTURAL ELEVATIONS � - -
<br /> S3.4 STRUCTURAL ELEVATIONS � MAXIMUM BUILDING F�K�iT� REQUIRED: OVER 500' FROM RESIDENTIALLY ZONED PROPERTIES = 120' HEIGHT LIMIT
<br /> PROVIDED: 40'-1° �a7f o� 'hi o�
<br /> S4.1 STRUCTURAL FOUNDATION DETAILS � PER EVERETT MUNICIPAL CODE �
<br /> S4.2 STRUCTURAL WALL DETAILS • OPBV SPACE FIEQUIREMENT� NOTE: OPEN SPACE CALCULATION FOR DEVELOPMENT IS BASED ON ENTIRE SITE,
<br /> S4.3 STRUCTURAL FRAMING DETAILS • PER EVERETT MUNICIPAL CODE TABLUATION IS AS FOLLOWS:
<br /> S5.1 STRUCTURAL ROOF FRAMING DEfAILS • REQUIRED: 20� OF LOT AREA = 140,688 SF Submittals�Revisions:
<br /> S5.2 STRUCTURAL ROOF FRAMING DETAILS • PROVIDED: 26� OF LOT AREA = 187,260 SF ,� ;
<br /> -SEE SITE PLAN (A0.1) FOR AREA USED FOR OPEN SPACE CALCULATION ;� �" FOR PERMIT 05,04�16
<br /> ALLOWABL.E AREA� 2 STORY - 12,000 SF/FLOOR (BASED ON F-1 OCCUPANCY, IIIB CONST.) - r -
<br /> PER IBC TABLE 503
<br /> �i�t D ��
<br /> SPRINKLER + 60' YARD NVCREASE� 1 STORY - UNLIMITED SF (PER IBC SECTION 507.3)
<br /> ! � ACIUAL BU�D�AFiEA� 1 STORY / 122,196 SF (TOTAL)
<br /> .r► PARKING RE(aUIREMENTS�
<br /> (PER EVERETT MUNICIPAL CODE) (ASSUMES 5� FUTURE OFFICE AND 95� WAREHOUSE) HVERGY CODE COMPLIANCE� BUILDING IS TO BE A SEMI-HEATED BUILDING AS DEFINED BY THE 2012 WASHINGTON
<br /> � STATE ENERGY CODE, THE COMPONENT PERFORMANCE PATH IS USED TO BALANCE THE
<br /> TOTAL (SF) RATIO STALLS REQ. STALLS PROVIDED ADA STALLS REQ. ADA STALLS PROVIDED INSULATION REQUIRED BY THE VARIOUS BUILDING SYSTEMS.
<br /> OFFICE (5�) 6,110 1/400 15 SEE ENCLOSED ENERGY CODE ANALYSIS FOR ADDITIONAL INFORMATION.
<br /> WAREHOUSE (95%) 116,086 1/1000 116 I�ATING: BUILDING TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8
<br /> TOTAL� 131 132 5 5
<br /> BTUH/SF; COOLING IS NOT PROVIDED.
<br /> OCCUPANT LOADS� ROOF �N3ULATIQN: CALCULATED RIGID INSULATION VALUE: R-30, CONTINUOUS ABOVE DECK
<br /> (PER 2012 IBC TABLE 1004.1.1) (ASSUMES 5� FUTURE OFFICE AND 95� WAREHOUSE) Sheet Title: COVER SHEET
<br /> W�� WAREHOUSE WALLS ARE EXEMPT FROM INSULATION REQUIREMENTS.
<br /> TOTAL (SF) RATIO OCC. LOAD REQ'D EXITS EXITS PROVIDED SLAB ON CaRADE� SLAB INSULATION IS EXCLUDED.
<br /> BUSINESS AREA (5�) 6,110 1/100 61 HM MAN DOORS� U= 0.60 MAX
<br /> WAREHOUSE (95�) 116,086 1/500 232 Date: 05 04 16
<br /> �LL.-UP �� R= 7.60 MIN (U= 0.13 MAX) � �
<br /> �' TOTAL� 293 2 �� VERTICAL FENESTAATION, RXED� U= 0.38 MAX, SHGC= 0.40 MAX Design:
<br /> 3
<br /> H
<br /> _ = 29.3 OCCUPANTS / EXIT STOREFf�ONT ENT�RAWCES� U= 0.60 MAX, SHGC= 0.40 MAX
<br /> � EC�ESS DOOR WIDTH REQUIRED�(PER 2012 IBC SECTION 1005.1 Drawn:
<br /> ) SI�S� U= 0.60 MAX, SHGC= 0.35 MAX
<br /> o B, F-1, S-1, A-2, A-3: 0.20 PER OCCUPANT (WITH ESFR SPRINKLERS) = 58.6" Project No: _
<br /> � EC�ES3 WIDTH PROVIDED�
<br /> 15 198
<br /> �' (10) SINGLE DOORS (10 DOOR LEAVES) X 32° = 320"
<br /> Approved:
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<br /> COPYRIGHT CRAFT ARCHITECTS 2016
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