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Permit#: B16 5-015 �
<br /> PROJECT INFORMATION PROJECT DIRECTORY SiteAddress: ��SEqWqYBLVD(BLDGA)
<br /> Owner: : �SEAWAYWESTLLC
<br /> BERTCH CAPITAL ���
<br /> Tenant:� [TenNamej
<br /> �R�r,CWASH NGTON C L I E NT: BERTCH CAPITAL PARTNERS APp-Date: 5/6/2016
<br /> Proposed Use: COMMERCIAL
<br /> PROJECT SCOPE s210-164TH AVE NE, SUITE ZOO Descriptian: NE T[LT-UPBUILDINGSHELL
<br /> CONTACT: REDMOND, WASHINGTON 98052
<br /> EV CONSTRUCTION OF A NEW TILT-UP CONCREfE, 30' CLEAR, SEMI-CONDITIONED SHELL BUILDING GREG BERTCH ��
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<br /> ' TAX PARCE L # . =4' Office Set JaL�Site Set Fire/Planning Set_
<br /> 28040300400300
<br /> P E RM I LEGAL DESCRIPTION ARCH ITECT OF RECORD: CRAFT ARCHITECTS, P��c }�
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<br /> MAY 4
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<br /> � SEE CIVIL FOR LEGAL DESCRIPTION CONTACT: 2505 THIRD AVE, SUITE 324
<br /> INDEX �F DRAWINGS T000 scHUTz SEATTLE, WASHINGTON 98121 a � c t� � t e c t �
<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 9812"I
<br /> 05 04 2016 3. PLUMBING (DESIGN BUILD)
<br /> GENERAL4. FIRE PROTECTION (DESIGN BUILD) 206.720.7001 phone
<br /> 5. TENANT IMPROVEMENT (FUTURE) C IVI L E N G I N E E R: BARGHAUSEN CONSULTING ENGINEERS 206.720.2949 fax
<br /> CS COVER SHEEf, PROJECT TEAM AND PROJECT INFORMATION • NORTH 18215 72ND AVENUE SOUTH
<br /> T1.1 EGRESS PLAN & GENERAL INFO s CONTACT: www.craftarchitects.com
<br /> T1.2 ACCESSIBILITY GUIDELINES �
<br /> VICINITY MAP DAN BALMELLI KENT, WASHINGTON 98032
<br /> T1.3 ENERGY CODE COMPLIANCE FORMS � NTS P: (425) 251-6Z22
<br /> CIVIL -- dbalmelli@barghausen.com
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<br /> C1 COVER SHEET �
<br /> C2 EXISTING CONDITIONS MAP �
<br /> C3 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN ' • - LANDSCAPE ARCHITECT: �NILLIAM BROWN LANDSCAPEARCHITECTS INC
<br /> C4 GRADING AND STORM DRAINAGE PLAN � 16630 30TH DRIVE SE
<br /> C5 GRADING AND STORM DRAINAGE PLAN (CONTINUED) AND STORM °� CONTACT: BOTHELL WA �
<br /> " , SHINGTON 98012
<br /> DEi�ENTION POND SECTIONS � `�'"�� CORKY BRQWN Z
<br /> C6 WATER MAIN EXTENSION PLAN • >� P: (425) 417-4609 � O
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<br /> C7 SANITARY SEWER EXTENSION PLAN • �� ": ` 'j�''' CORKY B@COMCAST.NET �--
<br /> CS CONSTRUCTION NOTES & DEfAILS � _ �" �
<br /> C9 CONSTRUCTION NOTES & DETAILS � � �
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<br /> C10 CONSTRUCTION NOTES & DETAILS � � �
<br /> �„ CONSTRUCTION NOTES & DETAILS . STRU CTU RAL E N G I N E E R: DCI ENGINEERS Q C.� � _
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<br /> SCAPE ,;. ��A CONTACT: 818 STEWART ST, SUITE 1000 U Z � Q
<br /> L-1 LANDSCAPE PLAN • SEATTLE WA 98101 Q Q
<br /> L-2 LANDSCAPE PLAN � _ _._... .. _ . _ ��R, �` TROY BEAN � �
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<br /> P(206)332-1900 = S� �
<br /> L-3 LANDSCAPE ENLARGEMENTS � � �
<br /> L-4 LANDSCAPE DEfAILS & NOTES � p�y��:, TBEAN@DCI-ENGINEERS.COM � ,�, W �
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<br /> L-5 IRRIGATION PLAN � �
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<br /> . - GATION PLAN _
<br /> �-� IRRIGATION DEfAILS . G E OT E C H N I CAL E N G I N E E R: TERRA ASSOCIATES, �Nc. � w
<br /> ARCHITECTURAL �2220 ��3rH AVE NE, SUITE 130 W �
<br /> Ao.� ARCHITECTURAL SITE PLAN • CODE Z�NIN CONTACT: KIRKLAND, WASHINGTON 98034 � W
<br /> Ao.2 ENLARGED SITE PLANS � / G INFORMATION cAROLYN S. DECKER
<br /> A0.3 SITE DEfAILS • 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 �A��Ess�B���n, GENERAL CONT • SIERRACONSTRUCTION
<br /> A3.0 EXTERIOR ELEVATIONS • 2012 IECC RACTOR.
<br /> A4.1 WALL SECTIONS • REcuu�r�oNs & oRo�NaNCEs 19900144TH AVENUE NE
<br /> A4.2 INALL SECTIONS � 2012 WASHINGTON STATE AMENDMENTS CONTACT:
<br /> R6.1 DOOR SCHEDULE AND PARTITION TYPES � 2012 WASHINGTON STATE ENERGY CODE WOODINVILLE, WASHINGTON 98072 coNsu�TA�
<br /> VENTILATION PER IMC BRYAN PLOETZ P: (425) 487-5200
<br /> A6.2 DOOR AND WINDOW DETAILS � ���l�'���� ��������C� �� '
<br /> bryanp@sierraind.com ���' rh�� �r93e�� �� ���iud����
<br /> . EXTERIOR DETAILS �
<br /> A8.2 EXTERIOR DEfAILS • ZONE� M-� / �,
<br /> STRUCTURAL IMPERVVIOUS AREA� SEE CIVIL PLAN � � ���,�;�� � , , �-
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<br /> S1.1 STRUCTURAL GENERAL NOTES • SITE AREA� 703,442 SF (16.15 ACRES) ���h������ ����"��I�dT!'r�
<br /> S1.2 STRUCTURAL GENERAL NOTES CONTINUED • CRITICAL AREA AFFECTED� NONE ��j��������
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<br /> S1.3 STRUCTURAL GENERAL NOTES, LEGEND AND ABREVIATIONS • OCCUPANCY TYPE� S-1, F-1 AND B
<br /> S2.0 STRUCTURAL FOUNDATION PLAN BUILDING A • CONSTAUCTION TYPE� IIIB - FULLY SPRINKLED (ESFR SPRINKLERS)
<br /> S2.1 STRUCTURAL ROOF FRAMING PLAN BUILDING A •
<br /> S3.0 STRUCTURAL ELEVATIONS � MAXIMUM LOT/BUILDING COVERAGE� REQUIRED: 50� - 351,521
<br /> S3.1 STRUCTURAL ELEVATIONS � PER EVERETf MUNICIPAL CODE PROVIDED:
<br /> BUILDING A = 64,781 SF '��2
<br /> S3.2 STRUCTURAL ELEVATIONS • BUILDING B = 122.196 SF �����,��E� ,
<br /> S3.3 STRUCTURAL ELEVATIONS • TOTAL = 186,977 SF (26.7�) '": qR,�yR��
<br /> S4.1 STRUCTURAL FOUNDATION DETAILS •
<br /> S4.2 STRUCTURAL WALL DEIAILS � MAXIMUM BUILDING HEK�iT� REQUIRED: OVER 500' FROM RESIDENTIALLY ZONED PROPERTIES = 120' HEIGHT LIMIT � .
<br /> S4.3 STRUCTURAL FRAMING DETAILS •
<br /> PER EVERETT MUNICIPAL CODE PROVIDED: 41'-11" �E�f "H��c an
<br /> S5.1 STRUCTURAL ROOF FRAMING DEfAILS • OPEN SPACE REQUIREMENT� NOTE: OPEN SPACE CALCULATION FOR DEVELOPMENT IS BASED ON ENTIRE SITE,
<br /> S5.2 STRUCTURAL FRAMING DETAILS � PER EVERETT MUNICIPAL CODE TABLUATION IS AS FOLLOWS:
<br /> REQUIRED: 20� OF LOT AREA = 140,688 SF Submittals�Revisions:
<br /> . 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 /> ALLOWABLE AREA• 2 STORY - 12,000 SF/FLOOR (BASED ON F-1 OCCUPANCY, IIIB CONST.)
<br /> '�' PER IBC TABLE 503
<br /> A
<br /> SPRINKLER + 60' YARD INCREASE� 1 STORY - UNLIMITED SF (PER IBC SECTION 507.3)
<br /> ,� ��I ACIUAL BUILDING AREA� 1 STORY / 64,781 SF (TOTAL)
<br /> PARKING REGIUIREMENTS�
<br /> (PER EVERETT MUNICIPAL CODE) (ASSUMES 20% FUTURE OFFICE, 50% MANUFACTURING AND 30% WAREHOUSE) ENERGY CODE COMPLIANCE� BUILDING IS TO BE A SEMI-HEATED BUILDING AS DEFINED BY THE 2012 WASHINGTON
<br /> TOTAL (SF) RATIO STALLS REQ. STALLS PROVIDED ADA STALLS REQ. ADA STALLS PROVIDED STATE ENERGY CODE, THE COMPONENT PERFORMANCE PATH IS USED TO BALANCE THE
<br /> INSULATION REQUIRED BY THE VARIOUS BUILDING SYSTEMS.
<br /> OFFICE (20�) 12,956 1/400 32 SEE ENCLOSED ENERGY CODE ANALYSIS FOR ADDITIONAL INFORMATION.
<br /> MANUFACTURING (50%) 32,391 1/600 54 HEATING� BUILDING TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8
<br /> WAREHOUSE (30%) 19,434 1/1000 19 BTUH/SF; COOLING IS NOT PROVIDED.
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<br /> TOTAL� 105 107 5 5 ROOF INSULATION� CALCULATED RIGID INSULATION VALUE: R-30, CONTINUOUS ABOVE DECK Sheet Title:
<br /> COVER SHEET
<br /> NT LOADS� WALLS� WAREHOUSE WALLS ARE EXEMPT FROM INSULATION REQUIREMENTS.
<br /> (PER 2012 IBC TABLE 1004.1.1) (ASSUMES 20� FUTURE OFFICE, 50� MANUFACTURING AND 30% WAREHOUSE) SLAB ON GRADE� SLAB INSULATION IS EXCLUDED.
<br /> TOTAL (SF) RATIO OCC. LOAD REQ'D EXITS EXITS PROVIDED HM MAN DOORS� U= 0.60 MAX Date:
<br /> BUSINESS AREA (20�) 12,956 1/100 130 05 04 16
<br /> a INDUSTRIAL AREA (50%) 32,391 1/100 324 ROLL-UP DOORS� . R= 7.60 MIN (U= 0.13 MAX) - � �
<br /> VER11CAL FENESTRAT10N, FU(ED• U= 0.38 MAX, SHGC= 0.40 MAX Des�gn:
<br /> w WAREHOUSE (30�) 19,434 1/500 39 STOREFRONT ENTRAWCES� U= 0.60 MAX, SHGC= 0.40 MAX D ra w n:
<br /> � TOTAL� 493 2 $ SKnJC�-�$: U= 0.60 MAX, SHGC= 0.35 MAX
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<br /> ° = s�.s occuPANTs / Ex�T Project No: 15-198
<br /> `-' EGRESS DOOR WIDTH REQUIRED�(PER 2012 IBC SECTION 1005.1)
<br /> ° B, F-1, S-1, A-2, A-3: 0.20 PER OCCUPANT (WITH ESFi��SPRINKLERS) = 98.6"
<br /> Approved:
<br /> �
<br /> � EGRESS WIDTH PROVIDED� ^
<br /> � (8) SINGLE DOORS (8 DOOR LEAVES) X 32" = 256" Building No: BUIL�iNG A
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<br /> Sheet No: `�`,�
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<br /> C��YRIGNT CFAFT ARCHITECTS ,�016
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