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G0.01GENERAL PROJECT INFORMATION1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
A5.09 ADA BATHROOM INTERIOR ELEVATIONSA5.10 LOBBY INTERIOR ELEVATIONSA5.11 ADA GENERAL NOTES
A6.01 WINDOW TYPES / SCHEDULEA6.02 DOOR TYPES / SCHEDULEA6.03 FINISH AND LIGHT FIXTURE SCHEDULE
A7.01 STAIR SECTION AA7.02 STAIR SECTION BA7.03 STAIR SECTIONS C & DA7.04 UNIT STAIR SECTIONA7.11 ELEVATOR SECTION
A8.01 EXTERIOR DETAILSA8.02 EXTERIOR DETAILSA8.03 EXTERIOR DETAILSA8.04 EXTERIOR DETAILSA8.05 EXTERIOR DETAILSA8.06 EXTERIOR DETAILSA8.07 EXTERIOR DETAILSA8.08 EXTERIOR DETAILSA8.09 EXTERIOR DETAILSA8.10 EXTERIOR DETAILSA8.15 ROOF DETAILSA8.21 INTERIOR DETAILSA8.22 INTERIOR DETAILSA8.31 CASE WORK DETAILSA8.32 CASE WORK DETAILS
A9.01 EXTERIOR WALL ASSEMBLIESA9.02 FLOOR / ROOF ASSEMBLIESA9.03 INTERIOR WALL ASSEMBLIES
INDEX SHORINGSH1.0 COVER & SHORING NOTESSH1.1 SHORING NOTESSH2.0 SHORING PLANSH3.0 NORTH ELEVATIONSH3.1 EAST ELEVATIONSH3.2 SOUTH ELEVATIONSH3.3 WEST ELEVATIONSH3.3TP WEST ELEVATIONSH3.4 PILE AND ANCHOR SCHEDULESH4.0 CROSS-SECTIONSSH4.1 CROSS-SECTIONSSH4.2 CROSS-SECTIONSSH5.0 TYPICAL DETAILSSH5.1 TYPICAL DETAILSSH5.2 TYPICAL DETAILSSH5.3 TYPICAL DETAILSSH5.4 TYPICAL DETAILSSH5.5 TYPICAL DETAILSSH5.6 TYPICAL DETAILS
INDEX STRUCTURALS1.00 GENERAL NOTESS1.01 GENERAL NOTES CONT.S1.02 GENERAL NOTES CONT.S1.03 GENERAL NOTES CONT.S1.04 GENERAL NOTES CONT. LEGEND & ABBREVIATIONSS2.00 FOUNDATION PLANS2.01 LEVEL 1 MILD REINFORCING PLANS2.01A LEVEL 1 POST TENSIONED PLANS2.01B LEVEL 1 OVERFRAMING PLANS2.02 LEVEL 2 MILD REINFORCING PLANS2.02A LEVEL 2 POST TENSIONED PLANS2.02B LEVEL 2 OVERFRAMING PLANS2.02C LEVEL 2 STUD AND SHEAR WALL PLANS2.03 LEVEL 3 MILD REINFORCING PLANS2.03A LEVEL 3 POST TENSIONED PLANS2.03B LEVEL 3 POST OVERFRAMING PLANS2.03C LEVEL 3 FRAMING PLANS2.03D LEVEL 3 STUD AND SHEAR WALL PLANS2.04 LEVEL 4 FRAMING PLANS2.04A LEVEL 4 STUD AND SHEAR WALL PLANS2.05 LEVEL 5 FRAMING PLANS2.05A LEVEL 5 STUD AND SHEAR WALL PLANS2.06 LEVEL 6 FRAMING PLANS2.06A LEVEL 6 STUD AND SHEAR WALL PLANS2.07 ROOF FRAMING PLANS3.00 CONCRETE SHEAR WALL ELEVATIONS AND
SECTIONSS3.10 CONCRETE COLUMN SCHEDULE AND DETAILSS4.00 FOUNDATION DETAILSS4.01 FOUNDATION DETAILSS4.02 FOUNDATION DETAILSS5.00 CONCRETE FRAMING DETAILSS5.01 CONCRETE FRAMING DETAILSS5.02 CONCRETE FRAMING DETAILSS5.03 CONCRETE FRAMING DETAILSS6.00 WOOD FRAMING DETAILSS6.01 WOOD FRAMING DETAILSS6.02 WOOD FRAMING DETAILSS6.10 WOOD FLOOR FRAMING DETAILSS6.11 WOOD FLOOR FRAMING DETAILSS7.00 STEEL DETAILSS7.01 STEEL DETAILSS8.00 CMU DETAILS
PROJECT INFORMATIONPROJECT ADDRESS1701 DEXTER AVENUE N.SEATTLE WA 98109
PROJECT DESCRIPTIONNEW CONSTRUCTION OF 6-STORY MIXED USE BUILDING WITH 61RESIDENTIAL, 4 LIVE WORK UNITS, 1 COMMUNITY ROOM AND A LEASINGOFFICE OVER STRUCTURED OCCUPANT PARKING (44 SPACES).SHORING, EXCAVATION AND DEMO UNDER SEPARATE PERMIT #6391341.
KING COUNTY APN88079002708807900275
LEGAL DESCRIPTIONLOTS 3, 4 AND 5, BLOCK 7, UNION LAKE ADDITION SUPPLEMENTAL TOTHE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDEDIN VOLUME 2 OF PLATS, PAGE 177, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTYSUPERIOR COURT CAUSE NO. 61981 FOR THE WIDENING OF DEXTERAVENUE, AS PROVIDED BY ORDINANCE NO. 17628 OF THE CITY OFSEATTLE.
PROJECT DIRECTORYOWNER1701 DEXTER LLCMANAGED BY DALY PARTNERS LLC1101 N. NORTHLAKE WAY, SUITE 106SEATTLE, WA, 98103CONTACT: JIM DALY, MANAGERPHONE: (206) 816-3339EMAIL: [email protected]
OWNERS REPRESENTATIVEDICK BRATTON PROJECT MANAGEMENT LLC1017 91ST AVE NEBELLEVUE, WA 98004CONTACT: DICK BRATTONPHONE: 425.455.4040 (OFFICE) 425.894.4591 (CELL)EMAIL: [email protected]
ARCHITECT / APPLICANTBUSHNAQ STUDIO, LLC3210 BEACON AVE S SUITE 130SEATTLE, WA 98144CONTACT: DAWN BUSHNAQPHONE: 206-257-3345EMAIL: [email protected]
BUILIDING CODE:BUILDING CODE : 2012 IBC W/ SEATTLE AMMENDMENTS (SBC)ENERGY CODE : 2012 SEATTLE ENERGY CODEMECHANICAL CODE : 2012 IMC
STORIES : 6 W/ BASEMENTCONSTRUCTION :5 STORIES WOOD (TYPE V) OVER 1 STORY + BASEMENT (TYPE I)OCCUPANCY : MIXED, SEE G1.01 AND G1.02SPRINKLER TYPE : NFPA 13ELEVATOR NOTES : SEE A7.11
PROJECT INFORMATIONPROJECT ADDRESS1701 DEXTER AVENUE N.SEATTLE WA 98109
PROJECT DESCRIPTIONNEW CONSTRUCTION OF 6-STORY MIXED USE BUILDING WITH 61RESIDENTIAL, 4 LIVE WORK UNITS, 1 COMMUNITY ROOM AND A LEASINGOFFICE OVER STRUCTURED OCCUPANT PARKING (44 SPACES).SHORING, EXCAVATION AND DEMO UNDER SEPARATE PERMIT #6391341.
KING COUNTY APN88079002708807900275
LEGAL DESCRIPTIONLOTS 3, 4 AND 5, BLOCK 7, UNION LAKE ADDITION SUPPLEMENTAL TOTHE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDEDIN VOLUME 2 OF PLATS, PAGE 177, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTYSUPERIOR COURT CAUSE NO. 61981 FOR THE WIDENING OF DEXTERAVENUE, AS PROVIDED BY ORDINANCE NO. 17628 OF THE CITY OFSEATTLE.
PROJECT DIRECTORYOWNER1701 DEXTER LLCMANAGED BY DALY PARTNERS LLC1101 N. NORTHLAKE WAY, SUITE 106SEATTLE, WA, 98103CONTACT: JIM DALY, MANAGERPHONE: (206) 816-3339EMAIL: [email protected]
OWNERS REPRESENTATIVEDICK BRATTON PROJECT MANAGEMENT LLC1017 91ST AVE NEBELLEVUE, WA 98004CONTACT: DICK BRATTONPHONE: 425.455.4040 (OFFICE) 425.894.4591 (CELL)EMAIL: [email protected]
ARCHITECT / APPLICANTBUSHNAQ STUDIO, LLC3210 BEACON AVE S SUITE 130SEATTLE, WA 98144CONTACT: DAWN BUSHNAQPHONE: 206-257-3345EMAIL: [email protected]
BUILIDING CODE:BUILDING CODE : 2012 IBC W/ SEATTLE AMMENDMENTS (SBC)ENERGY CODE : 2012 SEATTLE ENERGY CODEMECHANICAL CODE : 2012 IMC
STORIES : 6 W/ BASEMENTCONSTRUCTION :5 STORIES WOOD (TYPE V) OVER 1 STORY + BASEMENT (TYPE I)OCCUPANCY : MIXED, SEE G1.01 AND G1.02SPRINKLER TYPE : NFPA 13ELEVATOR NOTES : SEE A7.11
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NOT TO SCALE2 1701 DEXTER LOCATION MAP
NOT TO SCALE1 1701 DEXTER VICINITY MAP
A11
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A1 0
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PROJECT SITE
PROJECT SITE
ABBREVIATIONS(E) EXISTING(N) NEW@ ATAFF ABOVE FINISH FLOORALUM ALUMINUMARCH ARCHITECT OR ARCHITECTURALAPPROX APPROXIMATELYBLDG BUILDINGBO BOTTOM OFBRD BOARDCANTLVR CANTILEVEREDCLR CLEARCOL COLUMNCOMM COMMERCIALCONC CONCRETECOOR COORDINATEDIA DIAMETERDWG DRAWINGELEC ELECTRIC OR ELECTRICALEQ EQUALEXST EXISTINGFF FINISH FLOORFR/ FROMFT FEETGC GENERAL CONTRACTORGWB GYPSUM WALL BOARDGYP GYPSUMHORZ HORIZONTALHVAC HEATING VENTILATION AIR CONDITIONINGIN INCHESLBS POUNDSMANU MANUFACTURERMAX MAXIMUMMDF MEDIUM DENSITY FIBERBOARD
FLOOR+/- 0' - 0" (+/- 000.00')
LEGEND
N-HABIT DEXTER 1701 DEXTER AVENUE N. SEATTLE WA 98109DRAWING INDEXINDEX GENERALG0.01 GENERAL PROJECT INFORMATIONG0.01a PROJECT DATA / ZONINGG0.01b GENERAL NOTES1 OF 2 TOPOGRAPHIC SURVEY2 OF 2 TOPOGRAPHIC SURVEYG0.02 SITE PLANG0.02a ELECTRICAL FEED SKETCHESG0.03 PROJECT DATA / FAR CALCG0.04 RESIDENTIAL AMENITY AREA CALCSG0.05 HISTORIC GRADE AND HEIGHT CALCULATIONSG1.01 BUILDING CODE SUMMARYG1.02 BUILDING CODE DIAGRAMSG1.03 BUILDING CODE DIAGRAMSG1.04 ENERGY CODEG1.05 ENERGY CODEG1.06 PRESUBMITTAL NOTESG1.07 PRESUBMITTAL NOTESDR 1.1 COLORED ELEVATIONSDR1.2 COLORED COURTYARD SECTION & 3D VIEW
INDEX CIVIL ONSITEC1.01 NOTES, LEGEND, ABBREVIATIONS & DRAWINGS LISTC1.02 NOTESC2.01 TESC PLANC2.11 DEMOLITION PLANC2.21 FOUNDATION DRAINAGE PLANC2.31 UTILITY PLANC3.01 SECTIONS AND DETAILSC3.02 SECTIONS AND DETAILS
OFFSITE1 OF 7 GENERAL NOTES AND VICINITY MAP2 OF 7 DEXTER AVE PLAN AND PROFILE3 OF 7 ALLEY PLAN AND PROFILE4 OF 7 DEXTER AVE PLAN DETAILS
INDEX LANDSCAPEL1.01 LANDSCAPE PLAN - LEVEL 1 & 2L1.02 LANDSCAPE PLAN - LEVEL 5 & 6L1.03 LANDSCAPE DETAILSL1.04 SEATTLE GREEN FACTORL2.01 LANDSCAPE IRRIGATION PLAN - LEVEL 1 & 2L2.02 LANDSCAPE IRRIGAITON PLAN - LEVEL 5 & 6L2.03 IRRIGATION DETAILS
INDEX ARCHITECTURAL A2.00 PARKING LEVEL FLOOR PLANA2.00a PARKING LEVEL FRAMING PLANA2.01 LEVEL 1 FLOOR PLANA2.01a LEVEL 1 FRAMING PLAN A2.01b LEVEL 1 FLOOR RCPA2.02 LEVEL 2 FLOOR PLANA2.02a LEVEL 2 FRAMING PLANA2.03 LEVEL 3 FLOOR PLANA2.03a LEVEL 3 FRAMING PLAN A2.04 LEVEL 4 FLOOR PLANA2.04a LEVEL 4 FRAMING PLANA2.05 LEVEL 5 FLOOR PLANA2.05a LEVEL 5 FRAMING PLANA2.06 LEVEL 6 FLOOR PLANA2.06a LEVEL 6 FRAMING PLANA2.07 ROOF PLAN
A3.01 EAST ELEVATIONA3.02 SOUTH ELEVATIONA3.03 WEST ELEVATIONA3.04 NORTH ELEVATIONA3.11 BUILDING SECTIONA3.12 BUILDING SECTIONA3.13 BUILDING SECTIONA3.21 BUILDING SECTIONA3.22 BUILDING SECTIONA3.23 BUILDING SECTIONA3.24 BUILDING SECTIONA3.24a BUILDING SECTIONA3.25 BUILDING SECTIONA3.26 BUILDING SECTIONA3.31 WALL SECTIONSA3.32 WALL SECTIONSA3.33 WALL SECTIONSA3.34 WALL SECTIONSA3.35 WALL SECTIONS
A4.01 UNIT PLANSA4.02 LIVE WORK UNIT PLANSA4.03 TYPE A UNIT PLANSA4.04 UNIT PLANS RCPA4.05 LIVE WORK PLANS RCPA4.06 TYPE A UNIT PLANS RCP
A5.01 INTERIOR ELEVATIONSA5.02 INTERIOR ELEVATIONSA5.03 INTERIOR ELEVATIONSA5.04 INTERIOR ELEVATIONSA5.05 LIVE WORK INTERIOR ELEVATIONSA5.06 LIVE WORK INTERIOR ELEVATIONSA5.07 TYPE A UNITS INTERIOR ELEVATIONSA5.08 TYPE A UNITS INTERIOR ELEVATIONS
PROJECT DIRECTORYOWNERN-HABIT DEXTER LLCMANAGED BY DALY PARTNERS LLC1101 N. NORTHLAKE WAY, SUITE 106SEATTLE, WA, 98103CONTACT: JIM DALY, MANAGERPHONE: (206) 816-3339EMAIL: [email protected]
OWNERS REPRESENTATIVEDICK BRATTON PROJECT MANAGEMENT LLC1017 91ST AVE NEBELLEVUE, WA 98004CONTACT: DICK BRATTONPHONE: 425.455.4040 (OFFICE) 425.894.4591 (CELL)EMAIL: [email protected]
ARCHITECTBUSHNAQ STUDIO, LLC3210 BEACON AVE S SUITE 130SEATTLE, WA 98144CONTACT: DAWN BUSHNAQPHONE: 206-257-3345EMAIL: [email protected]
INTERIORSKRISTINE DONOVICK INTERIOR DESIGN INC115 WEST GALER STSEATTLE WA 98119CONTACT: KRISTINE DONOVICKPHONE: 206.270.8919EMAIL: [email protected]
SURVEYORBUSH, ROED & HITCHINGS, INC2009 MINOR AVE. EASTSEATTLE, WA 98102-3513CONTACT: DARRELL NANCEPHONE: 206.323.4144EMAIL: [email protected]
CIVIL ENGINEERMAGNUSSON KLEMENCIC ASSOCIATES1301 FIFTH AVE, SUITE 3200SEATTLE, WA 98101-2699CONTACT: PATRICK HANSEN-LUNDPHONE: 206.292.1200EMAIL: [email protected]
LANDSCAPE ARCHITECTKAREN KIEST | LANDSCAPE ARCHITECTS111 WEST JOHN STREET SUITE 305SEATTLE, WA 98119CONTACT: KAREN KIESTPHONE: 206.323.6032EMAIL: [email protected]
STRUCTURALDCI ENGINEERS818 STEWART STREET, SUITE 1000SEATTLE, WA 98101CONTACT: TROY BEANPHONE: 206.787.8955EMAIL: [email protected]
SHORINGGROUND SUPPORT PLLC16932 WOODINVILLE REDMOND RD NESUITE 210WOODINVILLE, WA 98072CONTACT: JOHN BYRNEPHONE: 425.488.1143EMAIL: [email protected]
MECHANICAL / PLUMBINGHV ENGINEERING, INC.7100 LINDEN AVE N, #1SEATTLE, WA 98103CONTACT: BRIAN ROETCISOENDERPHONE: 206.706.9669 X 112EMAIL: [email protected]
ELECTRICALA.E.S. SERVICES, INC.192 NICKERSON STREET, SUITE 306SEATTLE, WA 98109CONTACT: BUD REICHARDPHONE: 206.282.6364EMAIL:[email protected]
ENVELOPE CONSULTANTJRS ENGINEERING9750 3RD AVE NE SUITE 101SEATTLE, WA 98115CONTACT: JEFF SPEERTPHONE: 206.728.2358EMAIL: [email protected]
GEOTECHPANGEO3213 EASTLAKE AVE E, SUITE BSEATTLE, WA 98102-7127CONTACT: SIEW TAN, MICHAEL XUEPHONE: 206.262.0370EMAIL: [email protected] [email protected]
INDEX BUILDING MECHANICALDESIGN BUILD DRAWINGS PROVIDED BY PAVILION CONSTRUCTION ( DOESNOT INCLUDE UNIT MECHANICAL)
M0.01 MECHANICAL COVER SHEETM0.02 EQUIPMENT SCHEDULESM0.03 MECHANICAL CALCULATIONSM1.01 SITE PLAN - HVACM2.00 PARKING LEVEL PLAN - HVACM2.01 LEVEL 1 FLOOR PLAN - HVACM2.02 LEVEL 2 FLOOR PLAN - HVACM2.03 LEVEL 3 FLOOR PLAN - HVACM2.04 LEVEL 4 FLOOR PLAN - HVACM2.05 LEVEL 5 FLOOR PLAN - HVACM2.06 LEVEL 6 FLOOR PLAN - HVACM2.07 ROOF PLAN - HVACM3.01 EXTERIOR ELEVATIONS - HVAC
INDEX PLUMBINGP0.01 NOTES, LEGEND & ABBREVIATIONSP0.02 SCHEDULES & CALCULATIONSP1.01 UNDERGROUND PLAN PLUMBINGP2.00 PARKING LEVEL PLAN PLUMBINGP2.01 LEVEL 1 PLAN PLUMBINGP2.02 LEVEL 2 PLAN PLUMBINGP2.03 LEVEL 3 PLAN PLUMBINGP2.04 LEVEL 4 PLAN PLUMBINGP2.05 LEVEL 5 PLAN PLUMBINGP2.06 LEVEL 6 PLAN PLUMBINGP2.07 ROOF PLAN PLUMBINGP3.00 DETAILSP4.00 DETAILS & WASTE RISER DIAGRAMSP4.01 WATER RISER & GAS DIAGRAMSP4.02 TYPICAL UNIT PLANSP4.03 TYPICAL UNIT PLANS
INDEX ELECTRICALDESIGN BUILD DRAWINGS PROVIDED BY PAVILION CONSTRUCTIONE0.1 INDEX SHEET & SYMBOLSE1.0 ELECTRICAL PARKING GARGE - POWERE1.1 ELECTRICAL PARKING GARGE - LIGHTINGE2.0 ELECTRICAL FIRST FLOOR - POWERE2.1 ELECTRICAL FIRST FLOOR - LIGHTINGE3.0 ELECTRICAL SECOND FLOOR - POWERE3.1 ELECTRICAL SECOND FLOOR - LIGHTINGE4.0 ELECTRICAL THIRD FLOOR - POWERE4.1 ELECTRICAL THIRD FLOOR - LIGHTINGE5.0 ELECTRICAL FOURTH FLOOR - POWERE5.1 ELECTRICAL FOURTH FLOOR - LIGHTINGE6.0 ELECTRICAL FIFTH FLOOR - POWERE6.1 ELECTRICAL FIFTH FLOOR - LIGHTINGE7.0 ELECTRICAL SIXTH FLOOR - POWERE7.1 ELECTRICAL SIXTH FLOOR - LIGHTINGE8.0 ELECTRICAL ROOF - POWERE8.1 ELECTRICAL ROOF - LIGHTINGE9.0 ELECTRICAL UNIT PLANS (A1, B1-2, C1-1) - POWERE9.1 ELECTRICAL UNIT PLANS (A1, B1-2, C1-1) - LIGHTINGE10.0 ELECTRICAL UNIT PLANS (D1-2, E1-1) - POWERE10.1 ELECTRICAL UNIT PLANS (D1-2, E1-1) - LIGHTINGE11.0 ELECTRICAL UNIT PLANS (C2-2, C2-2ADA) - POWERE11.1 ELECTRICAL UNIT PLANS (C2-2, C2-2ADA) - LIGHTINGE12.0 ELECTRICAL UNIT PLANS (LIVE & WORK 102,105, F1) - POWERE12.1 ELECTRICAL UNIT PLANS (LIVE & WORK 102,105, F1) -
LIGHTINGE13 ELECTRICAL ELEVATOR PLANE14 TEMPORARY SERVICE ONE LINE RISERE15 ONE LINE RISER DIAGRAME16 ELECTRICAL PANEL SCHEDULES/CALCULATIONSE17 ELECTRICAL PANEL SCHEDULES/CALCULATIONSE18 ELECTRICAL PANEL SCHEDULES/CALCULATIONS
LV1.0 PARKING GARAGE SECURITY PLANLV2.0 FIRST FLOOR SECURITY PLANLV3.0 SECOND FLOOR SECURITY PLANLV4.0 THIRD FLOOR SECURITY PLANLV5.0 FIFTH FLOOR SECURITY PLAN
INDEX BUILDING ENVELOPEBE-0.00 NOTES AND INDEXBE-0.10 AIR BARRIER DIAGRAMS - PLANSBE-0.20 AIR BARRIER DIAGRAMS - SECTIONBE-1.00 BELOW GRADE WATERPROOFING DETAILSBE-1.10 BELOW GRADE WATERPROOFING DETAILSBE-2.00 WALL DETAILSBE-2.10 WALL DETAILSBE-2.20 WALL DETAILSBE-3.00 WINDOW INSTALLATION TYPE VABE-3.10 WINDOW AND DOOR DETAILSBE-3.20 WINDOW AND DOOR DETAILSBE-4.00 HORIZONTAL WP DETAILSBE-4.10 HORIZONTAL WP DETAILSBE-5.00 ROOF DETAILSBE-5.10 ROOF DETAILS
MDO MEDIUM DENSITY OVERLAYMECH MECHANICALMIN MINIMUMMTL METALNIC NOT IN CONTRACTNOM NOMINALOAE OR APPROVED EQUALOC ON CENTEROFCI OWNER FURNISHED CONTRACTOR INSTALLEDOPP OPPOSITEPERF PERFORATEDP-LAM PLASTIC LAMINATEPLYWD PLYWOODPT PRESSURE TREATEDRBR RUBBERREM REMAININGREQD REQUIREDRO ROUGH OPENINGSF SQUARE FEETSI SQUARE INCHESSIM SIMILARSTL STEELSTRUCT STRUCTURE OR STRUCTURALT&G TONGUE AND GROOVET.O. TOP OFTHK THICKTYP TYPICALUON UNLESS OTHERWISE NOTEDVERT VERTICALVIF VERIFY IN FIELDW/ WITHWD WOODWIN WINDOWWP WORK POINT
1
ROOM NAME ROOM NAME
KEYNOTE
FINISHED FLOORREFERENCE ELEVATION
RELATIVE EL. (ABSOLUTE EL.)
SECTION
LARGE SCALE DETAIL -DRAWING NUMBER/SHEET NUMBER
ASSEMBLY TAG
WALL TAG
DOOR TAG
WINDOW TAG
BUILDING ELEVATIONREFERENCE
INTERIOR ELEVATIONREFERENCE
G0.01aPROJECT DATA / ZONING1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
DEPARTURE REQUESTSDEVELOPMENT STANDARD REQUEST/PROPOSAL JUSTIFICATION DRB APPROVAL
1 SMC 23.47A.032 Parking garage entry from Dexter Avenue N instead of alley.
The site slope makes entry form the alley a true hardship. A curb cut currently exists on Dexter. Our proposal would move it from the center of the site (facing Hayes Street) to the north. From approved MUP #3008741:From the "In responding to this issue, the [original] applicant relied on their traffic engineer’s estimation (Transpo Report, July 28, 2008) that a single-lane in-and-out driveway would pose serious safety issues and was not a viable solution...[T]he Board was agreed that taking access for all the parking from the alley was impracticable given the steep topography between street and alley (see Guideline A-1) and given the size, scope and innovative (using modular, pre-fabricated units) nature of the project. The proposed MUP Revisions do not change the parking access or size, scope and proposed construction methods (modular pre-fabricated units) from the original MUP.
Approved
2 SMC 23.54.030G.2.: For two way driveways 22 feet wide or more, a sight triangle on the side of the driveway used as an exit shall be provided, and shall be kept clear of any obstruction for a distance of 10 feet from the intersection of the driveway with sidewalk. The entrance and exit lanes shall be clearly identified.
Allow concrete structural support to obstruct 2 SF of required sight triangle on the right turn side.
The concrete column is structural and defines the edge between live-work zone and the parking access. The column is part of a series of columns that creates a human scale rhythm at the streetscape and contributes to the consistency of building design. The garage door has been setback an additional 1' from the original MUP. Given that the amount of obstruction is minimal and there is good visual access on both sides of the column, the applicant feels the proposed design allows safety for pedestrians while also better defining separation between the live-work and parking areas and reinforcing the overall design. See 7/G0.03
Approved
ZONING SUMMARYProject Site Zoning 1701 Dexter Ave N NC3-40Zoning Adjacent to Project Site
North NC3-40/mixed useEast NC3-40/mixed use and LR3/residentialSouth NC3-40/commercial/officeWest C1-65/mixed use
Permitted Uses 23.47A.004 Residential Permitted 61 UnitsLive/work Permitted 4 Units
Street Level Use 23.47.005.C No more than 20% street-level residential use @ Dexter Ave N No Residential Provided COMPLIANT, SEE A2.01
Street Level Development 23.47A.008.A.2.b Blank segments of street-facing façade between 2' & 8' may not exceed 20' in width COMPLIANT, SEE A3.01Standards 23.47A.008.A.2.c Total blank façade segments may not exceed 40% of the width of the street-facing façade 23.5% Provided COMPLIANT, SEE A3.01
23.47A.008.B.2.a 60% of the street-facing façade between 2' & 8" above the sidewalk shall be transparent 62.6% Provided COMPLIANT, SEE A3.0123.47A.008.B.3 Nonres. uses shall be 30' and min. depth of 15' from the street-level, street-facing façade. 33'-2 1/2" Min Provided COMPLIANT, SEE A2.0123.47.008.B3.b Nonresidential uses at street level shall have a floor-to-floor height of at least 13'. 13' Min Provided COMPLIANT, SEE A3.01
Structure Height 23.47A.012 Allowable structure height = 40'23.47A.012.A.1.a 44' structure height allowed if 13' or more floor-to-floor height provided @ street level nonres. uses 42'-10 1/4" Max Provided COMPLIANT, SEE A3.02 and A3.04DR 4-2012 Height measurement based on "Option for calculating average grade level to measure height" per SMC 23.86.006.A.2. SEE G0.05DR12-2005 Height measurement based on interpolated Historic Grade SEE G0.05
FAR 23.47A.013, Table A FAR = 3.25 x 16,231 = 52,750 S.F. Max. 3.16 FAR Provided COMPLIANT, SEE G0.0323.47A.013.D Gross floor area below grade is not counted towards FAR.
Setback Reqs. 23.47A.014 No setbacks required N/A.
Landscape and Screening 23.47A.016.A.2 With more than 4 units, landscaping must achieve a Green Factor score of .30 or greater COMPLIANT, SEE L1.03Standards 23.47.A.016.B Street trees are required.
Amenity Area 23.47A.024.A 5% of total gross residential floor area, excluding area used for mechanical equipment 4191 SF Provided COMPLIANT, SEE G0.0423.47A.024.B1 All residents shall have access to at least one common or private amenity area23.47A.024.B.4 Common amenity area shall be 250 s.f. min and no horiz. dimension shall be less than 10'.23.47A.024.B.5 Private balconies/decks shall be 60 s.f. min and no horiz. dimension shall be less than 6'.
Parking Location & Access 23.47A.032.A.1 Access to parking shall be from the alley if the lot abuts an alley improved to standards of Section 23.53.030.C SEE APPROVED DEPARTUREON G0.01A
Required Parking 23.54.015, Table B Residential 1 space/dwelling unit: 61 x 1 = 61 spaces required 6123.54.015, Table B Live/work units Units less than 1,500 s.f.: 0 spaces required per unit 023.54.020.F.2a Transit Reduction 50% reduction permitted if project within 1,320 ft. of frequent transit service 31 spaces required 44 Spaces Provided COMPLIANT, SEE A2.00/A2.01
Parking Space Standards 23.54.030 Parking for residential uses in excess of the quantity required by Section 23.54.015 is exempt from subsections 23.54.030.A and 23.54.030.B.23.54.030.B.1.b. 60% spaces required by 23.54.015 shall be striped for Medium vehicles 21 medium spaces/31 required spaces = 68% Medium Spaces Provided COMPLIANT, SEE A2.00/A2.01
Parking spaces providedSmall Medium Total Notes
Park Level 9 6 15Level 1 14 15 29 Medium stalls include 2 Barrier Free stallsTotal 23 21 44
23.54.030.D.2.a.2 Nonresidential uses Two-way traffic driveways shall be 22' min. & 25' max. width. No non-res parking provided23.54.030.D.3 Max. driveway slope is 15%. 5.25% Slope Max Provided COMPLIANT, SEE A2.01
23.54.030.G.1 For two-way driveways 20' wide, a sight triangle on both sides of the driveway shall be provided SEE APPROVED DEPARTURE ON G0.01A
Bike Parking 23.54.015, Table E Residential 1 stall/4 dwelling units 61 dwelling units/4= 16 Spaces Required 18 Spaces Provided COMPLIANT, SEE A2.01Live/work Live/work is not in Table E: no min. requirement
Solid Waste 23.54.040.B Mixed use development that contains both residential and nonresidential usesshall meet the storage space requirements shown in Table A for 23.54.040 for residential development plus 50 percent of the requirement for nonresidential development. Storage space for garbage may be shared between residential and nonresidential uses,but separate spaces for recycling shall be provided.
23.54.040.D For 9 dwelling units or more, the min. horiz. dimension of required storage space is 12'.
From Table 23.54.040 Table A Required (51-100 dwelling units) 375 s.f. + 44 (4 s.f./ qty units above 50) = 419 s.f.Required (0-5000 SF commercial) 82 s.f. x 50% = 41 s.f. APPROVED BY SPUTotal required storage space 460 s.f. 402 SF Provided COMPLIANT, SEE A2.03
23.54.040.F Direct access from alley or street required for containers larger than 2 cubic yards Alley access provided COMPLIANT, SEE A2.03
Bushnaq Studio, LLC 5/24/2014 Page 1
PROJECT DATALOBBY LIVE RES2 COMM AMENITY PARKING MECH/UTIL/ TOTAL LANDSCAPE/HARDSCAPE TOTAL
INT EXT CORR1 WORK LEASING BIKE GSF ROOF DECK/GREEN ROOF PROJECTP1 326 7,818 8,144 8,144L1 488 26 1,136 4,631 367 7,427 379 14,454 1,589 16,043L2 278 165 1,790 9,338 928 2,905 15,404 928 16,332L3 90 210 1,905 10,965 402 13,572 389 13,961L4 90 206 1,485 11,045 29 12,855 12,855L5 90 206 1,429 7,813 781 10,319 3,251 13,570L6 106 61 5,348 5,515 3,122 8,637ROOFTOTAL 1,362 919 7,806 4,631 44,509 367 1,709 15,245 3,715 80,263 9,279 89,542
49,140 SF - TOTAL RESIDENTIAL + LIVE WORK1: LOBBY/CORRIDOR AREAS ARE EXTERIOR/COVERED AREAS2: RESIDENTIAL AREAS INCLUDE OUTDOOR PRIVATE DECKS/PATIOS (COVERED AND UNCOVERED).3: LANDSCAPE AREAS DO NOT INCLUDE ROW LANDSCAPING OUTSIDE OF PROPERTY LINE
UNIT DISTRIBUTIONST 1BR 1BR+DEN 1BR+DEN 1BR+DEN 2BR 2BR LIVE Total
2-STORY VIEW 2-STORY FLAT WORKLEVEL 1 4 4LEVEL 2 8 4 0 2 12LEVEL 3 8 4 9 21LEVEL 4 9 4 13LEVEL 5 10 3 13LEVEL 6TOTAL 25 12 0 10 3 9 2 4 65
UNIT MIXUnit Type ADA # Units % AVG SF(inc ext patio) NOTES
LIVE-WORK 1 4 6% 1157 ADA UNIT IS #103STUDIO 1 25 38% 512 ADA UNIT IS #3201 BR (TOTAL) 25 38%
1 BR TYP 1 8 657 ADA UNIT IS #4241BR TYP + PATIO 4 7511 BR+DEN (2 ST) 10 9671 BR VIEW 3 1045
2 BR (TOTAL) 11 17%2BR (2ST) 9 8992BR (FLAT) 1 2 1080 ADA UNIT IS #207
TOTAL UNITS 65 100%REQD ADA 4.00 3.25 5%
VERT CIRCULATION
5/24/2014
12'-3
"
32'-10"
3'-2 1
/2"
65'-1"
31'-1
0"
4'-4 1/2"
2'-0" 20'-0" PROPOSED CURB CUT 2'-0" 9'-4"
8'-3"
2"3'-10"
(EXISTING) 2-STORY BRICK FRAME BUIDLINGTO BE REMOVED UNDER SEPARATE PERMITBLDG FOOTPRINT = 789 SQ. FT.
GARAGE ENTRYOVERHEADCOILINGGRILLE DOOR
SIGHT TRIANGLE PERSMC 23.54.030.G1 SEEDEPARTURE REQUEST 2
PROTECT(EXISTING)LIGHT POLE
NEW GAS METER LOCATION.PROVIDE BOLLARDS AS REQ.
EL. 102.5'
FLOOR EL. 102.5'
EL. 103.21'
SCALE: 1/8" = 1'-0"1 DEPARTURE 2: SITE TRIANGLE
2 SF obstructed portion of site triangle - blocked by concrete structural support
APPROVED DEPARTURE REQUEST 2Code Requirement: SMC 23.54.030G.1. For exit-only driveways and easements, and two way driveways andeasements less than 22 feet wide, a sight triangle on both sides of the driveway or easement shall be provided,and shall be kept clear of any obstruction for a distance of 10 feet from the intersection of the driveway oreasement with a driveway, easement, sidewalk or curb intersection if there is no sidewalk,
Departure Request: Allow concrete structural support to obstruct 2 SF of required sight triangle on right turn side.
Justification: The concrete column is structural and defines the edge between live-work zone and the parkingaccess. The column is part of a series of columns that creates a human scale rhythm at the streetscape andcontributes to the consistency of building design. The garage door has been setback an additional 1' from theoriginal MUP. Given that the amount of obstruction is minimal and there is good visual access on both sides of thecolumn, the applicant feels the proposed design allows safety for pedestrians while also better defining separationbetween the live-work and parking areas and reinforcing the overall design.
G0.01bGENERAL NOTES1701 Dexter Ave N Seattle, WA 98109
Proje
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t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
GENERAL NOTES:1.0 GENERAL REQUIREMENTSA. SCOPE: See Project Description on G001.B: LEGAL DESCRIPTION: See Site Survey Drawing.C.DRAWINGS: The drawings are intended to decribe the overall scope of work. It is theintent of the contract documents that all work comply with all applicable codes andregulations of jursdictions having authority. Nothing in the drawings shall be construed topermit an installation of in violation of applicable codes and/or restrictions. Should anychanges in the drawings be necessary in order to comply with applicable codes and/orrequirements, the contractor shall notify the owner's representative at once and shall ceasework on all part of the contract which are affected. The work to be performed under thiscontract shall be in full accordance with the latest rules, regulations, restrictions,requirements and codes. Work performed in violation of such shall be corrected at noexpense to owner.C. Prior to commencement of any portion of the work, the contractor shall notify the architectof discrepancies noted among or between the contract documents, owner-providedinformation, site conditions, manufacturer recommendations, codes or regulations ofauthorities having jurisdiction.D. Prior to commencement of any portion of the work, the contractor shall become familiarwith the contract documents, owner-provided information and site conditions including takingfield measurements.E. The contractor shall be responsible for verification of all existing utilities. Existing utilitiesshown have been obtained from available records and are shown for convenience only. Thecontractor shall be repsonsible for additional utility loactions not shown. Care should betaken to avoid damage or disturbance to existing utilties.F. SEPARATE PERMITS: The owner/contractor is responsible for obtaining the additionalinformation required to execute the work under separate permits properly including but notlimited to: mechanical, electrical, plumbing, and fire sprinkler permits and specifications fromproduct manufacturers, industry quality standards, and applicable code standards.G. DIMENSIONS: Dimensions of site conditions are from survey by others. Architect bearsno responsibility for accuracy of same. Dimensions are shown to face of studs, face ofconcrete, and centerline of opening unless detailed otherwise on drawings. Where nodimensions are given, obtain clarification from the architect prior to proceeding with the work.Framing dimensions have been rounded to the nearest one inch. In case of any conflictwherein the methods or standards of installation or the materials specified do not equal orexceed the requirements of the laws or ordinances, the laws or ordinances shall govern. Thecontractor shall notify the owner's repesentative of all conflicts. The contractor should verifyconditions before framing starts.H. SCALE: Do not scale drawings. The contractor shall use dimensions shown on thedrawings and actual field measurement. Notify the architect if any discrepancies are found.contractors shall verify sizes and locations of all openings for work. Contractor shall verify allrough-in dimensions for the equipment furnished and installed by himself or others. Thecontractor shall consult the plans of all trades for openings through slabs, walls, ceilings androofs for ducts, pipes, conduits, cabinets and equipment and shall verify the sizes andlocations with subcontractors.I. REPETITIVE ELEMENTS: Typical wall sections, finishes and details are not indicatedeverywhere they occur on plans, elevations and sections. Refer to detailed drawings.contractor to provide as if drawn in full everywhere. Specific details and notes on thedrawings shall take precedence over typical details and general notes.J. ABBREVIATIONS: Throughout the plans are abbreviations which are in common use. Thearchitect will define the intent of any in question. Abbreviations or partial code sections notedon this plan and plan review list are intended to indicate the nature of the plan deficiency orgive additonal information. The full text of the code as indicated by the code sectionreference, always applies.K. The contractor shall consult the plans of all trades for openings through slabs, walls,ceilings, and roofs for ducts, pipes, conduit, cabinets and equipment and shall verify thesizes and lcoations with subcontractors.L. Deferred submittals include design-build elements, fire protection, sprinkler systems,standpipe systems, pressurization systems. Deferred submittals bearing the seal of theresponsible engineer and shop drawing approval stamps of the engineer of record and/orarchitect of record shall be submitted for approval to the Department of Planning andDevelopment in a timely manner.M. SHOP DRAWINGS: Provide shop drawings for the owner's representative's approval andas required by the City of Seattle prior to construction.N. SPECIAL INSPECTIONS: Owner to nominate a testing lab for special inspections asrequired by the City of Seattle.O. CHANGE ORDERS: All construction addenda, change orders or design clarificationmust be submitted to the building department office staff for review and approval prior toconstruction in the field. The field inspector will not approve changes to this approved planand specifications.P. The owner/contractor are solely responsible for interpreting the contract documents andobserving the work of the contractor to discover, correct or mitigate errors, inconsistencies,or omissions. the architect shall not be responsible for any deviations from the contractdocuments.Q. CONDITIONS ON CONSTRUCTION ACTIVITY: The owner(s) and/or responsible party(s) shall limit the hours of construction activity not conducted entirely within an enclosedstructure to non-holiday weekdays between 7:00 a.m. and 6:00 p.m. limited work onweekdays between 6:00 p.m. and 8:00 p.m. and on saturdays between 9:00 a.m. and 5:00p.m. may be allowed if prior approval is secured from the undersigned land use planner atthe dpd. Such after-hours work would include emergency construction necessitated bysafety or street use (traffic) concerns; work of low noise impact; landscaping activity whichdoes not require the use of heavy equipment (i.e. planting) or work which would substantiallyshorten the overall construction timeframe. such limited after-hours work maybe authorizedonly if the owner(s) and/or responsible party(s) provide at least 3 days prior notice to allowDPD to adequately evaluate the request.
10. MECHANICALA. Mechanical work is to be performed under separate permit and is to conform to therelevant codes and regulations and work/requirements indicated herein.B. Mechanical work should be coordinated by the General Contractor with the work indicatedherein.C. Plumbing and sewer pipe sizing, gas and mechanical sizing to be in accordance withrecommended practices as per currently adopted national, state or local regulations.D. All service water piping shall be thermally insulated as required by code.E. All piping in ceiling and exterior walls shall be on the warm side of thermal insulation.H. Ducts penetrating 1-hour walls, ceilings and other shaft enclosures shall be provided withapproved automatic fire dampers.I. Contractor to frame openings in walls, ceilings and floors for mechanical and electricalwork where required and not otherwise shown on the plans.J. Provide mechanical ventilation to public corridors capable of providing two air changes perhour with a minimum of 15 cubic feet per minute (7 L/s) of outside air per occupant duringsuch time as the building is occupied. The point of discharge for mechanical ventilationsystems shall be at least 3 feet from any opening that allows air entry into occupied portionsof the building. WA State VIAQ and IMC.K. Heating system per SBC Section 310.11 Seattle Energy Code and the Seattle MechanicalCode for further requirements. Dwelling units, guest rooms and congregate residences shallbe provided with heating facilities capable of maintaining an average room temperature of 70F at a point 3 feet above the floor in all habitable rooms, baths and toilet rooms when theoutside temperature is 24 F.L. Provide stair shaft pressurization capable of pressurizing shaft to a minimum positivepressure of 0.15 inch of water column (37 Pa) relative to the main occupied area on eachfloor, and a maximum pressure that complies with Section 1008.1.2. The shaft pressurizationshall be activated by a fire alarm originating anywhere in the building. Smoke detectors shallbe installed within 5 feet (1524 mm) of doors exiting into stairways that are smokeproofenclosures, or are pressurized stairways.Pressurization equipment and its duct work locatedwithin the building shall be separated from other portions of the building by constructionequal to that required for the shaft. A legally required standby source of power shall beprovided for the pressurization system according to Seattle Electrical Code Section 701.11.A connection ahead of the service disconnecting means shall be permitted as the solesource of power to the pressurization system. SBC 909.21M. Provide whole house ventilation system for each dwelling unit per SMC 406.3.2. Minimumsource specific ventilation capacity requirements shall be intermittently operating:Bathrooms 50 cfm (designated whole house fan)Kitchens 100 cfmWhole house fan ventilation system shall be capable of providing at least .35 ACH, but notless than 15 cfm and an additional 15 cfm per bedroom. Whole house ventilation systemshall supply outside air to all habitable rooms through inlet in windows.N. Bathrooms, water closet compartments, laundry rooms shall be provided with naturalventilation by means of a mechanical ventilation system connected directly to the outsidecapable of providing 5 air changes per hour. The discharge of exhaust air shall be aminimum of 3 feet from any opening into the building and a minimum of 10 feet from any airintake.O. Kitchen, range, dryer, bathroom and laundry room ventilation ducts shall have smoothnon-combustible, non-absorbent surface and shall be equipped with back-draft dampers.P. Toilet rooms shall be provided with a mechanically operated exhaust system which iscapable of providing a complete change of air every 15 minutes. Such systems shall beconnected to the outside and the point of discharge shall be at least 3 feet from any operablewindow.Q. Water heaters shall be provided with seismic strapping/bracing per SBC 1632.R. Fire dampers shall be installed at duct penetrations of area or occupancy separation wallswith rating of two hours or less, ducts passing through horizontal exit walls, ducts penetratingshafts (see exception) and ducts penetrating fire-resistive elements of fire-rated corridorwalls. See exception for steel ducts with no openings in the corridor.S. Per 2006 Mechanical Code, Sec 304.4, any ignition sources in the garage shall beelevated at least 18" above the floor.
16.0 ELECTRICALA. Electrical work is to be performed under separate permit in accordance with the NationalElectrical Code and all relevant local codes and regulations and to work requirementsindicated herein and suitable for the intended uses of the space.B. Electrical work should be coordinated by the General Contractor with the work indicatedherein.C. Electrical service requirements and wiring to be in accordance with recommendedpractices as per currently adopted national, state and local regulations.
D. Residential units to be heated with electric-resistance heat. The contractor shall includeand provide all power company's cost to install necessary electrical provisions and service tothe facility. These costs should include vaults, transformers, service lines, handholds and allother equipment and labor where required or necessary. The contractor also should includeall other costs to provide adequate service from the facility to the point of the powercompany's termination.E. Electrical contractor to verify electrical outlet and lighting requirements, and panellocations with owner.F. Foam outlet gaskets shall be used on all receptacles, switches and other utility boxes onexterior walls.G. Caulk and seal openings in box and where box meets drywall with an approved sealant.H. Except in individual dwelling units, guest rooms and sleeping rooms, exits shall beilluminated at any time the building is occupied with lighting having intensity of not less than1 foot-candle at floor level. The power supply for exit illumination shall normally be providedby the premises' wiring system. IBC 1006.1I. Provide electrical outlet boxes as permitted by IBC Section 717.3.2. ex 102. Outlet boxeson opposite sides of the wall shall be separated by a horizontal distance of not less than 24inches.J. Electrical Contractor shall sub-out to meet cable TV, telephone and power companyservice.K. Contractor shall pre-wire buildings for telephone and cable TV and provide jacks forCATV and telephone. Provide the approve Qwest telephone cabinets.L. All smoke detectors shall be powered by the building electrical system and have batteryback-up.M. Electrical contractor shall install range hoods and wire exhaust fans provided by others.N. All electrical work in all units shall meet ADA requirements.
17.0 FIRE PROTECTIONA. Fire warning systems per WA State Amendments to IB 419.13 to be provided.B. The fire detection and alarm system shall meet the requirements of the InternationalBuilding Code and as specified in the International Fire Code and NFPA 72.C. Provide fire extinguishers at each unit as required by Uniform Fire Code Standard 10-1.D. Install an interconnected fire alarm system in all residential buildings per the IBC419.14.3.E. Fire Department required water mains, fire hydrants and temporary Fire Departmentaccess to be installed, inspected and approved by the Seattle Fire Department prior tocommencement of combustible construction.F. When a ceiling forms the protective membrane for a fire-resistive floor-ceiling or roof-ceiling assembly, the ceiling shall be without openings except for exceptions 1-3 of thissubsection in order to protect structural elements. IBC 712.3.2G. Ducts penetrating the ceiling of a fire-resistive floor-ceiling or roof-ceiling assembly shallbe protected in accordance with IBC 716.H. The maximum flame spread class of wall and finish materials are required to comply withIBC Ch. 8 and Table 803.5I. Walls, ceilings and floor/ceiling assemblies required to be fire protected shall have allopenings and penetrations installed per the requirements of IBC Chapter 7.J. Fire blocks are required in concealed spaces at floor and ceiling levels and at 10' intervalsboth vertical and horizontal along the length of walls in combustible construction. IBC 717.2K. A smoke detector shall be installed in each sleeping room and at a point centrally locatedin the corridor giving access to each separate sleeping area. When there is more than onestory or a basement, a detector shall be installed on each story and in the basement. Indwelling units, where the ceiling height of a room open to the hallway serving the bedroomsexceeds that of the hallway by 24 inches or more, smoke detectors shall be installed in thehallway and at the highest point on the adjacent room. Smoke detectors shall receive theirprimary power from the building wiring and shall be equipped with battery backup. Wiringshall be permanent and without a disconnection switch other than required for overcurrentprotection. All smoke detectors are to be wired together on one circuit and designed for alldetectors to sound if one detector is activated. IBC 907.2.10.1.2 and WA IBC Amendments419.14.1.L. " A manual and approved automatic fire alarm system shall be installed in apartmenthouses that are three or more stories in height or contain 16 or more dwelling units and inhotels three or more stories in height or containing 20 or more guest rooms," in accordancewith the Fire Code WA Amendments IBC 419.13.M. Building shall be protected by an automatic sprinkler system. Sprinkler system shallconform to IBC 903.3.1 and NFPA 13. Residential-type sprinkler heads shall be used in allhabitable spaces in each dwelling unit. Sprinkler system shall be submitted to the FireDepartment for review. Provide quick-response sprinkler heads as allowed by the standard.N. All insulation materials including facings, such as vapor barriers or breather papersinstalled within floor-ceiling assemblies, walls, crawl spaces or attics shall have a flame-spread rating not to exceed 25 and a smoke density not to exceed 450 when tested inaccordance with ASTM E84 and IBC 719.O. Provide Class I standpipes per SBC Table 9-A. Fire Department outlets on Class I and IIstandpipes need not be provided at grade level or floors below grade when all portions ofsuch floor are within 150 feet hose travel distance of grade level exterior doors fronting onstreets or yards usable by fire department apparatus. Class I and III standpipes shall havetwo 2 1/2" roof outlets. The outlets shall be a minimum of 10' from the roof edge, skylight,light well or other opening, unless protected by a 42 inch high guardrail or equivalent.P. Extend fire-resistive wall protection to the sole plates behind the tubs and shower unitswhich abut a fire rated wall.Q. Combustible furnishings located in corridor rest areas shall be flame-resistant per UFC207.T. Refer to fire/smoke damper requirements in Mechanical note 10.0W.
18.0 MISCELLANEOUSA. Sound transmission control shall be provided per IBC 1207.B. Ceilings shall be of continuous fire-resistive membrane but may have openings forcopper, sheet steel or ferrous plumbing pipes, ducts and electrical outlet boxes provided theareas of such openings through the ceiling aggregate are not more than 100 square inchesfor any 100 square feet of ceiling area. Regardless of size, duct openings in such ceilingsshall be protected by approved ceiling fire-dampers. Individual electrical outlet boxes shall beof steel and not greater than 16 square inches in area.
20.0 DWELLING UNIT REQUIREMENTSA. All habitable rooms within a dwelling unit shall be provided with natural light by means ofexterior glazed openings with an area not less than one tenth of the floor area of such roomswith a minimum of 10 square feet.B. All habitable rooms except kitchens, bathrooms, laundry rooms, within a dwelling unitshall be provided with natural ventilation by means of openable exterior openings with anarea not less than one twentieth of the floor area of such rooms with a minimum of 5 squarefeet.D. Windows and doors within 10' of grade or adjacent to walking surfaces within 20' of gradeto be provided with latching devices.E. All occupancies accessories such as grab bars, towel bars, paper dispensers and soapdishes, etc. provided on or within walls shall be installed and sealed to protect the structuralelements from moisture.F. There shall be a floor or landing on each side of a door. The floor or landing shall not bemore than 1/2" lower than the threshold of the doorway. When doors open over landings, thelanding shall have a length not less than 5 feet.G. Provide whole-house ventilation system per WA State VIAQ Code.
2.0 SITEWORKA. HAZARDOUS MATERIALS: Discovery of any hazardous materials (asbestos,chemical pesticides, etc.) shall be reported immediately to the owner. Contractor isresponsible for approvals, lawful removal, disposal and certification as required by contract.Owner to advise of known existence.B. LANDSCAPE WORK: Contractor shall obtain all necessary permits and approvals otherthan Building Permit.C. SOIL CONDITIONS The architect assumes no responsibility as to the physicalcharacteristics of the soil, nor accuracy of engineering data supplied indicated on the soilsreport.D. PERMITS: Contractor to make necessary arrangements or secure necessary permits withthe governing agency where required for site work or to block sidewalks or streets due toconstruction.E. Remove, and legally dispose of, any surplus fill material or debris.F. SETBACKS: All setbacks to be clearly marked on site and verified by the buildinginspector before the pouring of any concrete.G. SAFETY: The contractor shall provide complete safety precautions and measures on theentire site, yards, and passageways.H. SIGNAGE: Contractors to install address numbers a minimum of 3 1/2" in height inaccordance with Seattle City Code and IBC prior to requesting final inspection
3.0. CONCRETEA. Chamfer external corners on exposed exterior concrete, 3/4" except where flush walls aredetailed to abut and where surfaces are indicated to be otherwise finished.B. Foundation walls enclosing a basement below finished grade shall be damp-proofed onthe outside by approved methods and materials. Sec 1402.4.C. Foundation elevation height to be sufficient to allow adequate slope for drainage awayfrom the foundation.
5.0. METALSA. Provide galvanic insulation between dissimilar metals.B. Provide cold-formed steel framing, strapping, or blocking required for installation andattachment of work of all other trades.C. All bearing studs shall be laterally supported per IBC Chapter 23.
6.0 WOOD/PLASTICSA. Fire stops in wall, soffited ceilings, etc. shall be provided per IBC 717.2 requirements.Provide fire dampers at all supply and return air outlets, inlets or ducts penetrating fired ratedassemblies, enclosures, walls, floors or surfaces and as required by fire department.B. All wood in contact with concrete to be pressure treated per IBC 2303.1.8C. Roof sheathing shall be in accordance with IBC Tables 2304.7(1) and (2) for plywood7.0 THERMAL/MOISTURE PROTECTIONA. All openings to be caulked, sealed, or weather-stripped.B. Provide weather protection per IBC 1403.2; weather resistive barrier protection wallstructure; flashing and counterflashing at exterior openings to make them weatherproof.C. All tears and joints in batt insulation at exterior walls and roof to be sealed with tape.D. All flashing and architectural sheet metal to be 24 gauge galvanized steel, 8'-0" minimumlengths, per SMACNA manual, unless otherwise noted.E. Caulking and Sealant: Use polyurethane sealant at concrete floor and sidewalk joints, allother locations use silicone.F. PVA primer paint vapor barrier or membrane sheet vapor barrier shall be installed on theheated side of all exterior walls.G. Enclosed attics and rafter spaces resulting from ceilings applied directly to the undersideof roof rafters shall have a free ventilated area equal to 1/150 of ventilated space or 1/300 if50% if the required ventilating areas is 3'-0" or more above the existing eave or cornicevents. Apply sealant between sole plates and floor (i.e. siliconized latex, foam gasket orequivalent) as required by Northwest Energy Code and Washington Residential EnergyStandards.H. Roof coverings shall be fire retardant as required in IBC 1505. Minimum Class B roofcovering required by IBC Table 1505.1I. All insulation materials including facings, such as vapor barriers or breather papersinstalled within floor-ceiling assemblies, walls, crawl spaces or attics shall comply with IBC719 and have a flame-spread rating not to exceed 25 and a smoke density not to exceed450 when tested in accordance with ASTM E84.J. All foam plastic insulation used in building construction shall be installed in accordancewith IBC 719.2N. Exterior gypsum sheathing shall be mold-resistant 5/8" Type X fiberglass reinforceexterior gypsum sheathing (Dens Glass Gold).
7.2 ENERGY CODEA. Conform to 2012 Washington State Energy Code, Building Design by ComponentPerformance approach (Target UA) including Parts III and IV.B. INSULATION: Provide insulation at all residential areas per 2012 Washington StateEnergy Code.8.0 DOORS/WINDOWSA. Exit doors shall be openable from the inside without the use of a key or any specialknowledge or effort.B. Glazing in locations subject to human impact shall be safety glazing per IBC Section2406.C. Glazing: Provide glazing per IBC and 2009 Washington State Energy Code (ref. 7.2above).D. Glazing in locations subject to human impact shall be safety glass: All glass doors, slidingpatio doors, storage doors, shower and bathtub enclosures, windows where the nearestexposed edge of the glazing is within a 24" arc of a vertical edge of a door in a closedposition, and panels greater than 9 square feet with lowest edge less than 18" above thefloor and top edge less than 36" above the floor. (See exceptions.) IBC 2406.3.F. Openings in 1-hour stair enclosures shall be protected by 1 hour rated doors with a 450degree temperature rise in 30 minutes per IBC 717.4.4G. Air inlets for whole house ventilation system shall provide not less than 4 square inches ofnet free area for every 10 cfm exhaust required in each habitable space.H. Refer also to Item 21.0 K for maximum opening forces.
9.0 FINISHESA. The contractor shall be bound to the finish schedule provided for rooms and spaces, butshall also be responsible for providing other materials not designated in the schedule, ifrequired in the field to create a finished project: such as at walkways, floors, ceilings, doors,windows, soffits, treads, furring, etc.: provide leveling and patching where required.B. All shower areas shall be finished with a smooth non-absorbent material to height of 7'above drain inlet. This material shall be installed over water resistant gypsum wall board.C. Interior finishes shall have a Class B and C flame spread rating per IBC Table 803.5.
G0.02SITE PLAN1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
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t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
TOE
125
120
115
100
120
125
102
101
101
103
104
130
135
128
127
129 131
132
133
134
136
27'-7"
51'-8
"12
'-3"
32'-10"
3'-2 1
/2"
24'-0"
15'-1
1"
81'-3 1/2"
29'-3"
30'-6
1/2"
20'-8"
26'-1
1 1/2"
32'-5 1/2"
9'-1 1
/2"
63'-10 1/2"
37'-4
"
2'-0" 146'-0" 2'-0 1/2"
100'-
5"
34'-6
"
67'-10" 67'-10"
34'-6
"
37'-0"
31'-8
"
41'-6"
37'-7
1/2"
11 1/
2"
31'-1
0"
64'-10" 65'-1"
31'-1
0"
10'-1"
8'-10
"
10'-2"
8'-2"
26'-1
0"
52'-1
1/2"
9'-0"
4'-4 1/2"
40'-0
" R.O
.W.
PROPERTY LINE = 150'-1"18'-4"
PROPERTY LINE = 150'-0 1/2"
PROP
ERTY
LINE
= 10
8'-2"
PROP
ERTY
LINE
= 10
8'-2"
10'-0
" R.O
.W.
6'-0"
4'-0"
18'-9" 2'-0" 20'-0" PROPOSED CURB CUT 2'-0" 9'-4"
8'-3"
2"3'-10"
39'-8"11'-2 1/2"
FLOOR EL. 101.417'
ROOF DECK EL. 147.167'
ROOF EL. 157.895'
ROOF EL. 168.187'
ROOF EL. 168.187'
ROOF DECK EL. 147.167'
ROOF EL. 157.895'
EL. 101.417'
DECOMMISSION (EXISTING)UNDERGROUND TANKSPRIOR TO MASS EXCAVATION
(EXISTING) 14 SPACE ASPHALT SURFACEPARKING LOT TO BE REMOVEDAREA = 5,208 SQ.FT.
(EXISTING) RETAININGWALL TO BE REMOVED
(EXISTING) RETAININGWALL TO BE REMOVED
(EXISTING) 2-STORY WOOD FRAME BUIDLING TO BE REMOVED UNDER SEPARATE PERMITBLDG FOOTPRINT = 2,385 SQ. FT.
(EXISTING) 3-STORY WOOD FRAME BUIDLINGTO BE REMOVED UNDER SEPARATE PERMITBLDG FOOTPRINT = 1,420 SQ. FT.
(EXISTING) 2-STORY BRICK FRAME BUIDLINGTO BE REMOVED UNDER SEPARATE PERMITBLDG FOOTPRINT = 789 SQ. FT.
ABANDON (EXISTING) SIDESEWER EASEMENTS ANDCAP SEWERS AT PL
GARAGE ENTRYOVERHEADCOILINGGRILLE DOOR
(EXISTING) GUARD RAILTO BE REMOVED
PROTECT (EXISTING) STORM DETENTIONPIPE & CONTROL STRUCTURE
(EXISTING) ROCKERYWALL TO BE REMOVED
(EXISTING)CONCRETEPATIO TO BEREMOVED
BELOW GRADE WALLOF PARKING AREA
BUILDING FOOTPRINTAT GRADE - LEVEL 2
BUILDING FOOTPRINTAT GRADE - LEVEL 2
REMOVE OVERHEADCOMM. SERVICE, TO BE RELOCATED
RELOCATE OVERHEAD COMM.LINES AND REATTACH TO(EXISTING) BLDG.
CONC CURB WITH3" REVEAL
PROTECT (EXISTING) MANHOLE,RESET LID TO MATCH FINISH GRADE
(EXISTING) CURB CUTTO BE REMOVED
PROTECT (EXISTING) MANHOLE
CENTER LINE OF DEXTER AVE N
(EXISTING) CONCRETERETAINING WALL
24" DECIDUOUS TREETO BE REMOVED
DECIDUOUS CLUSTERTO BE REMOVED
14" DECIDUOUS TREETO BE REMOVED
18" DECIDUOUS TREETO BE REMOVED
DECIDUOUS CLUSTERTO BE REMOVED
DECIDUOUS CLUSTERTO BE REMOVED
2' ALLEY WIDTH IMPROVEMENTS ANTICPATED.ALLEY IMPROVEMENTS TO BE COORDINATEDWITH SHORING DESIGN
SIGHT TRIANGLE PERSMC 23.54.030.G1 SEEDEPARTURE REQUEST 2
RETIRE (EXISTING) WATER SERVICEVAULT & METER.
(EXISTING) STRAIN POLE,OVERHEAD POWER & COMMLINES TO BE REMOVED
PROTECT(EXISTING)LIGHT POLE
PROTECT(EXISTING)LIGHT POLEFOR LANDSCAPE AND PLANTING
INFORMATION, SEE LANDSCAPE SHEETS
NEW STREET TREE, TYP.SEE LANDSCAPING
ABANDON (EXISTING) SIDESEWER EASEMENTS ANDCAP SEWERS AT PL
EXTERIORSTAIRABOVE
ENTRANCEGATE
(NEW) ELECTRICALVAULT
NEW GAS METER LOCATION.PROVIDE BOLLARDS AS REQ.
JUILET BALCONY - STRUCT BLDGOVERHANG ABOVE, TYP. 5.1 SF TOTALFOR 8 SETS OF BALCONIES
STRUCT @ ROW - 4 SETS HANDRAILS. NOTIN SIDEWALK. TOTAL 1SF. OVERHANG.
115.75'COURTYARD LEVEL
1-STORY WOOD FRAMEGARAGE
4-STORY WOOD FRAMEBLDG.
3-STORY BLDG.
3-STORY BLDG.
DEXTER AVENUE NASPHALT PAVED
ALLEY ASPHALT PAVED
RAMP DOWN TO 44UNDERSTRUCTUREPARKING STALLS,DRIVEWAY SLOPE @ 5.25%
EL. 101.417' EL. 101.417'EL. 102.5'
100.40' (EXISTING)98.85' (NEW)
128.00' (EXISTING)128.00' (NEW)
130.80' (EXISTING)130.80' (NEW)
FLOOR EL. 102.5'
103.60' (EXISTING)103.60' (NEW)
PROPERTY LINE
PROPERTY LINE
PROP
ERTY
LINE
PROP
ERTY
LINE
163.895'T.O. ELEV.OVERRUN
PLAN
TING
STRI
P
EL. 103.21'
FLOOREL. 100.417'
FLOOR EL. 101.417'
CL
SIDE
WAL
K
CL
FLOOR EL. 101.417'
10'-0"
7'-10" 1'-2" 12'-11 1/2"
8'-0" 1'-3" 5'-0"
4'-8 1/2"
2'-8 1/2"
2'-6 1/2"
127.23' APPROXHISTORIC GRADE @
CENTER OF SITEPROJECT INFORMATIONPROJECT ADDRESS1701 DEXTER AVENUE N.SEATTLE WA 98109
PROJECT DESCRIPTIONNEW CONSTRUCTION OF 6-STORY MIXED USE BUILDING WITH 61RESIDENTIAL, 4 LIVE WORK UNITS, 1 COMMUNITY ROOM AND A LEASINGOFFICE OVER STRUCTURED OCCUPANT PARKING (44 SPACES).SHORING, EXCAVATION AND DEMO UNDER SEPARATE PERMIT #6391341.
KING COUNTY APN88079002708807900275
LEGAL DESCRIPTIONLOTS 3, 4 AND 5, BLOCK 7, UNION LAKE ADDITION SUPPLEMENTAL TOTHE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDEDIN VOLUME 2 OF PLATS, PAGE 177, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTYSUPERIOR COURT CAUSE NO. 61981 FOR THE WIDENING OF DEXTERAVENUE, AS PROVIDED BY ORDINANCE NO. 17628 OF THE CITY OFSEATTLE.
PROJECT DIRECTORYOWNER1701 DEXTER LLCMANAGED BY DALY PARTNERS LLC1101 N. NORTHLAKE WAY, SUITE 106SEATTLE, WA, 98103CONTACT: JIM DALY, MANAGERPHONE: (206) 816-3339EMAIL: [email protected]
OWNERS REPRESENTATIVEDICK BRATTON PROJECT MANAGEMENT LLC1017 91ST AVE NEBELLEVUE, WA 98004CONTACT: DICK BRATTONPHONE: 425.455.4040 (OFFICE) 425.894.4591 (CELL)EMAIL: [email protected]
ARCHITECT / APPLICANTBUSHNAQ STUDIO, LLC3210 BEACON AVE S SUITE 130SEATTLE, WA 98144CONTACT: DAWN BUSHNAQPHONE: 206-257-3345EMAIL: [email protected]
BUILIDING CODE:BUILDING CODE : 2012 IBC W/ SEATTLE AMMENDMENTS (SBC)ENERGY CODE : 2012 SEATTLE ENERGY CODEMECHANICAL CODE : 2012 IMC
STORIES : 6 W/ BASEMENTCONSTRUCTION :5 STORIES WOOD (TYPE V) OVER 1 STORY + BASEMENT (TYPE I)OCCUPANCY : MIXED, SEE G1.01 AND G1.02SPRINKLER TYPE : NFPA 13ELEVATOR NOTES : SEE A7.11
PROJECT INFORMATIONPROJECT ADDRESS1701 DEXTER AVENUE N.SEATTLE WA 98109
PROJECT DESCRIPTIONNEW CONSTRUCTION OF 6-STORY MIXED USE BUILDING WITH 61RESIDENTIAL, 4 LIVE WORK UNITS, 1 COMMUNITY ROOM AND A LEASINGOFFICE OVER STRUCTURED OCCUPANT PARKING (44 SPACES).SHORING, EXCAVATION AND DEMO UNDER SEPARATE PERMIT #6391341.
KING COUNTY APN88079002708807900275
LEGAL DESCRIPTIONLOTS 3, 4 AND 5, BLOCK 7, UNION LAKE ADDITION SUPPLEMENTAL TOTHE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDEDIN VOLUME 2 OF PLATS, PAGE 177, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTYSUPERIOR COURT CAUSE NO. 61981 FOR THE WIDENING OF DEXTERAVENUE, AS PROVIDED BY ORDINANCE NO. 17628 OF THE CITY OFSEATTLE.
PROJECT DIRECTORYOWNER1701 DEXTER LLCMANAGED BY DALY PARTNERS LLC1101 N. NORTHLAKE WAY, SUITE 106SEATTLE, WA, 98103CONTACT: JIM DALY, MANAGERPHONE: (206) 816-3339EMAIL: [email protected]
OWNERS REPRESENTATIVEDICK BRATTON PROJECT MANAGEMENT LLC1017 91ST AVE NEBELLEVUE, WA 98004CONTACT: DICK BRATTONPHONE: 425.455.4040 (OFFICE) 425.894.4591 (CELL)EMAIL: [email protected]
ARCHITECT / APPLICANTBUSHNAQ STUDIO, LLC3210 BEACON AVE S SUITE 130SEATTLE, WA 98144CONTACT: DAWN BUSHNAQPHONE: 206-257-3345EMAIL: [email protected]
BUILIDING CODE:BUILDING CODE : 2012 IBC W/ SEATTLE AMMENDMENTS (SBC)ENERGY CODE : 2012 SEATTLE ENERGY CODEMECHANICAL CODE : 2012 IMC
STORIES : 6 W/ BASEMENTCONSTRUCTION :5 STORIES WOOD (TYPE V) OVER 1 STORY + BASEMENT (TYPE I)OCCUPANCY : MIXED, SEE G1.01 AND G1.02SPRINKLER TYPE : NFPA 13ELEVATOR NOTES : SEE A7.11
PROJECT INFORMATIONPROJECT ADDRESS1701 DEXTER AVENUE N.SEATTLE WA 98109
PROJECT DESCRIPTIONNEW CONSTRUCTION OF 6-STORY MIXED USE BUILDING WITH 61RESIDENTIAL, 4 LIVE WORK UNITS, 1 COMMUNITY ROOM AND A LEASINGOFFICE OVER STRUCTURED OCCUPANT PARKING (44 SPACES).SHORING, EXCAVATION AND DEMO UNDER SEPARATE PERMIT #6391341.
KING COUNTY APN88079002708807900275
LEGAL DESCRIPTIONLOTS 3, 4 AND 5, BLOCK 7, UNION LAKE ADDITION SUPPLEMENTAL TOTHE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDEDIN VOLUME 2 OF PLATS, PAGE 177, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTYSUPERIOR COURT CAUSE NO. 61981 FOR THE WIDENING OF DEXTERAVENUE, AS PROVIDED BY ORDINANCE NO. 17628 OF THE CITY OFSEATTLE.
PROJECT DIRECTORYOWNER1701 DEXTER LLCMANAGED BY DALY PARTNERS LLC1101 N. NORTHLAKE WAY, SUITE 106SEATTLE, WA, 98103CONTACT: JIM DALY, MANAGERPHONE: (206) 816-3339EMAIL: [email protected]
OWNERS REPRESENTATIVEDICK BRATTON PROJECT MANAGEMENT LLC1017 91ST AVE NEBELLEVUE, WA 98004CONTACT: DICK BRATTONPHONE: 425.455.4040 (OFFICE) 425.894.4591 (CELL)EMAIL: [email protected]
ARCHITECT / APPLICANTBUSHNAQ STUDIO, LLC3210 BEACON AVE S SUITE 130SEATTLE, WA 98144CONTACT: DAWN BUSHNAQPHONE: 206-257-3345EMAIL: [email protected]
BUILIDING CODE:BUILDING CODE : 2012 IBC W/ SEATTLE AMMENDMENTS (SBC)ENERGY CODE : 2012 SEATTLE ENERGY CODEMECHANICAL CODE : 2012 IMC
STORIES : 6 W/ BASEMENTCONSTRUCTION :5 STORIES WOOD (TYPE V) OVER 1 STORY + BASEMENT (TYPE I)OCCUPANCY : MIXED, SEE G1.01 AND G1.02SPRINKLER TYPE : NFPA 13ELEVATOR NOTES : SEE A7.11
N
SCALE: 1/8" = 1'-0"1 SITE / DEMO PLAN
G0.02aELECTRICAL FEED SKETCHES1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
15.00
°
0.63°
3.55°
VAUL
T AT
GRO
UND
LEVE
L AT
SOUT
HSI
DE O
F PR
OPER
TY
COUN
DUIT
AND
ENCA
SEMN
T CO
MING
OUT
OF V
AULT
FLAT
TEN
OUT
UNDE
RFO
OTIN
GS A
ND C
ROSS
BUILD
ING
TOTR
ANSF
ORME
R VA
ULT
577 V
AULT
ANGL
E DO
WN
AND
OUT
OFFO
OTIN
GS W
AY.C
ONFI
RMFO
OTIN
G LO
CATI
ON
P1 -9'-2
"
L1 0"L2 14'-4
"
7 7
UP
G
G
H
H
I
I
6 6
F
F
D
D
B
B
4 4
3.2 3.2
3.4 3.4
5.1 5.1
5.4 5.4
6.7 6.7
5 5
3 3
2 2
1 1
A
A
C
C
1G0.02a
1G0.02a
PARKING
001
094
FDFD
ELECTRICAL CONDUIT CROSSUNDER FOOTINGS TO VERTICAL RISEUP TO LEVEL 2 NORTH OF GRID "E"AT NORTH SIDE OF STAIR WALL
~ 40 DEGREE BEND IN CONDUIT
093
E
E
3.2
3.4
45.
15.
46
6.7
71
23
5
SCALE: 1/8" = 1'-0"1 BUILDING SECTION ELECTRICAL FEED - SKETCHSCALE: 1/8" = 1'-0"2 ELECTRICAL FEED SKETCH
G0.03PROJECT DATA / FAR CALC1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
UP
UP
UP
W/D
DW
WDW/D
R
R DW
W/D
DW R RDW
62'-1 3/4" 20'-4 1/2"
56'-3
1/8"
4'-2 1
/2" 31'-2 3/4"
60'-5
3/4"
143'-10 3/4"
23'-1
1 1/4"
72'-7
1/2"
64'-2
3/8"
30'-6 1/2" 103.60'100.40'
128.00' 130.80'
101.417'
8,384 sq ft
Structured Parking
Exterior landscaped area and live work access
Property LineLot Area 16,231 SF
Residential Lobby -Elev, Mail, Storage,Bike Parking
Live Work
Exterior Lobby/Stairs
Below Grade division linebased on Historic GradeSee A3.02 and A3.04
FAR ELE. @ T.O. 1ST FLOOR &EXISTING GRADE =115.75'
FAR ELE. @ T.O. 1ST FLOOR &EXISTING GRADE =115.75'
DN
DN
DN
UPW
D
W/D
DWR
DW
R
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DWR
W/D
DWR
W/D
DWR
W/D
DWR
63'-5 1/4"
30'-2
"
30'-2
"
63'-5 1/4"
40'-1 1/4"
35'-1
1 5/8"
48'-4 7/8"
35'-1
1 5/8"
40'-1 1/4"
46'-6
"
8'-8 3/8"
16'-0
"7'-
5 1/4"
22'-5
5/8"
10 7/
8"
46'-5
1/2"
141'-8 1/8"
65 sq ft
1,914 sq ft 1,914 sq ft
7,072 sq ft
UP
6'-6 1/4"
Elev
Residential
Exterior Balcony/Corridor
Below Grade division linebased on Historic GradeSee A3.02 and A3.04
Exterior Stairs
Exterior Open Air Plaza(Open to Sky)
Mech, Utiltiy, Storage
Exterior Patios
FAR ELE. @ T.O. 2ND FLOOR &EXISTING GRADE =126.229'
FAR ELE. @ T.O. 2ND FLOOR &EXISTING GRADE =126.229'
DN
UP
RD
W
D
W
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/DR
DW
W/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
R
W/D
DWR
W/D
DWR
W/D
DWR
W/D
DWR
63'-5 1/4"
30'-2
3/4"
63'-5 1/4"
40'-1 1/4"40'-1 1/4"
30'-3
1/4"
30'-3
1/4"
66'-5 1/4"
27'-9
1/4"
30'-2
"
1,914 sq ft 1,914 sq ft
349 sq ft
1,845 sq ft 1,845 sq ft
1,214 sq ft1,214 sq ft
65 sq ft
DNUP
127.729'
126.02'
127.687'127.687'
Elev
Residential
Exterior Balcony/Corridor
Exterior Stairs
Open to Plaza Below
ExteriorStairs
Trash
ExteriorPatios
DN
UP
W/D
DW
R
DW
R
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DWR
W/D
DWR
W/D
DWR
63'-5 1/4" 63'-5 1/4"
30'-2
"
30'-2
"
40'-1 1/4" 40'-1 1/4"
30'-3
1/4"
30'-3
1/4"
66'-5 1/4"
30'-2
1/8"
30'-2
"
66'-5 1/4"
WD
65 sq ft
DNUP
2,005 sq ft 2,005 sq ft
1,914 sq ft
1,214 sq ft1,214 sq ft
1,914 sq ft
Elev
Residential
Exterior Balcony/Corridor
Exterior Stairs
Open to Plaza Below
ExteriorStairs
DN
UP
DW
R
DW
W/D
R
DW
W/D
R
DW
W/D
R
W/D W/D W/DW/DW/DW/DW/D W/DW/DW/D
40'-1 1/4"
35'-1
0 3/4"
35'-1
0 3/4"
40'-1 1/4"
35'-1
0 3/4"
66'-5 1/4" 66'-5 1/4"
32'-1
0 1/8"
32'-1
0 1/8"
1,440 sq ft
2,182 sq ft 2,182 sq ft
1,440 sq ft
65 sq ft
DN
Elev
Residential
Exterior Balcony/Corridor
Exterior Stairs
Open to Plaza Below
ExteriorStairs
Common Roof Deck Green Roof Private Patios
DN
UP
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
66'-5 1/4"
32'-1
0 1/8"
32'-1
0 1/8"
66'-5 1/4"
2,182 sq ft 2,182 sq ft
Elev Overrun
Green Roof
Exterior Private Decks
Canopy Above Exterior Stairs/Egress Balcony
Open to Plaza Below
ExteriorStairs
Residential
Common Roof Deck Below Green Roof Below Private Patios Below
Green Roof
UP
53'-4
"
144'-4"
Structured parking belowgrade, not included in FARcalcs
GROSS FLOOR AREA INCLUDEIN FAR CALCULATION
LEGEND
PROPERTY LINE
1.0 PROJECT DATA1.1 Location 1701 Dexter Avenue N1.2 Lot
Area 16,231 SF 3.25 52,751 SF ALLOWEDWidth FEET
Depth FEET
1.3 Zone NC3-40
1.4 Street Classification Dexter Ave N Arterial, Pedestrian1.5 Building Code Seattle Amendments to the
2009 International Building Code (IBC)1.6 Proposed Use Mixed Use
1.8 Gross Floor Area
FAR CALCULATIONFLOOR GFA (SF)PARKING LEVEL 0LEVEL 1 8,384LEVEL 2 10,965LEVEL 3 10,011LEVEL 4 10,331LEVEL 5 7,309LEVEL 6 4,364TOTAL GROSS FLOOR AREA 51,364
TOTAL LOT AREA 16,231
FARALLOWABLE 3.25 52,751 SFPROVIDED 3.16 51,364 SF COMPLIANT
AMENITY AREA CALCULATIONS PROVIDEDFLOOR AREA (SF)1 AMENITY (SF)PARKING LEVEL 7,744LEVEL 1 9,073LEVEL 2 11,333 1,942LEVEL 3 10,011LEVEL 4 10,331LEVEL 5 7,309 2,249LEVEL 6 4,364TOTAL 60,165 4,191
AMENITY AREA REQUIRED 0.05 3,008 SFPROVIDED 4,191 SF COMPLIANT
1 AREA REPRESENTS GROSS FLOOR AREA IN RESIDENTIAL USE - DOES NOT INCLUDE LIVE WORK, EXTERIOR CIRCULATION
5/22/2014
NOT TO SCALE1 LEVEL 1 FLOOR PLAN
NOT TO SCALE2 LEVEL 2 FLOOR PLAN
NOT TO SCALE3 LEVEL 3 FLOOR PLAN
NOT TO SCALE4 LEVEL 4 FLOOR PLAN
NOT TO SCALE5 LEVEL 5 FLOOR PLAN
NOT TO SCALE6 LEVEL 6 FLOOR PLAN
NOT TO SCALE0 PARKING LEVEL FLOOR PLAN
SMC 23.84A.014 DEFINITIONS "G: "Gross floor area" means the number ofsquare feet of total floor area bounded by the inside surface of the exteriorwall of the structure as measured at the floor line.
G0.04RESIDENTIAL AMENITY AREA CALCS1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
UP
UP
UP
W/D
DW
WDW/D
R
R DW
W/D
DW R RDW
125 sq ft
8,948 sq ft
103.60'100.40'
128.00' 130.80'
101.417'DN
DN
DN
434 s
q ft
421 s
q ft
UPW
D
W/D
DWR
DW
R
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DWR
W/D
DWR
W/D
DWR
W/D
DWR
8'-10 3/8"
47'-2
3/8"
47'-2
"
1,087 sq ft
65 sq ft
1,914 sq ft
7,440 sq ft
1,914 sq ft
UP
Private Patios
PrivatePatios
LEGENDGROSS FLOOR AREA INCLUDEIN AMENITY CALCULATION
PROPERTY LINE
RESIDENTIAL AMENITY AREA
1.0 PROJECT DATA1.1 Location 1701 Dexter Avenue N1.2 Lot
Area 16,231 SF 3.25 52,751 SF ALLOWEDWidth FEET
Depth FEET
1.3 Zone NC3-40
1.4 Street Classification Dexter Ave N Arterial, Pedestrian1.5 Building Code Seattle Amendments to the
2009 International Building Code (IBC)1.6 Proposed Use Mixed Use
1.8 Gross Floor Area
FAR CALCULATIONFLOOR GFA (SF)PARKING LEVEL 0LEVEL 1 8,384LEVEL 2 10,965LEVEL 3 10,011LEVEL 4 10,331LEVEL 5 7,309LEVEL 6 4,364TOTAL GROSS FLOOR AREA 51,364
TOTAL LOT AREA 16,231
FARALLOWABLE 3.25 52,751 SFPROVIDED 3.16 51,364 SF COMPLIANT
AMENITY AREA CALCULATIONS PROVIDEDFLOOR AREA (SF)1 AMENITY (SF)PARKING LEVEL 7,744LEVEL 1 9,073LEVEL 2 11,333 1,942LEVEL 3 10,011LEVEL 4 10,331LEVEL 5 7,309 2,249LEVEL 6 4,364TOTAL 60,165 4,191
AMENITY AREA REQUIRED 0.05 3,008 SFPROVIDED 4,191 SF COMPLIANT
1 AREA REPRESENTS GROSS FLOOR AREA IN RESIDENTIAL USE - DOES NOT INCLUDE LIVE WORK, EXTERIOR CIRCULATION
5/22/2014
UP
7,744 sq ft
DN
UP
RD
W
D
W
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/DR
DW
W/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
R
W/D
DWR
W/D
DWR
W/D
DWR
W/D
DWR
1,914 sq ft 1,914 sq ft
349 sq ft
1,845 sq ft 1,845 sq ft
1,214 sq ft1,214 sq ft
65 sq ft
DNUP
127.729'
126.02'
127.687'127.687'
DN
UP
W/D
DW
R
DW
R
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DWR
W/D
DWR
W/D
DWR
WD
65 sq ft
DNUP
2,005 sq ft 2,005 sq ft
1,914 sq ft
1,214 sq ft1,214 sq ft
1,914 sq ft
717 sq ft
1,532 sq ft
DN
UP
DW
R
DW
W/D
R
DW
W/D
R
DW
W/D
R
W/D W/D W/DW/DW/DW/DW/D W/DW/DW/D
13'-0
"
30'-1
0 5/8"
1,440 sq ft
2,182 sq ft 2,182 sq ft
1,440 sq ft
65 sq ft
DN
Common Amenity Roof Deck
Private Roof Decks Private Roof Decks
DN
UP
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R2,182 sq ft2,182 sq ft
NOT TO SCALE1 LEVEL 1 FLOOR PLANNOT TO SCALE2 LEVEL 2 FLOOR PLAN
NOT TO SCALE0 PARKING LEVEL FLOOR PLAN
NOT TO SCALE3 LEVEL 3 FLOOR PLANNOT TO SCALE4 LEVEL 4 FLOOR PLAN
NOT TO SCALE5 LEVEL 5 FLOOR PLANNOT TO SCALE6 LEVEL 6 FLOOR PLAN
SMC 23.84A.014 DEFINITIONS "G: "Gross floor area" means the number ofsquare feet of total floor area bounded by the inside surface of the exteriorwall of the structure as measured at the floor line.
G0.05HISTORIC GRADE AND HEIGHTCALCULATIONS1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
TOE
125
120
115
100
120
125
102
101
101
103
104
130
135
128
127
129 131
132
133
134
DN
8A8.15
1A3.24a
1A3.24a
30.96
'42
.625'
34.58
13'-8"
14'-1
"
18'-11"
16'-0
1/2"
13'-11"
14'-1
"
15'-7"
14'-6
1/2"
2'-0" 25'-0" 23'-9" 24'-3" 24'-0" 16'-3" 32'-9" 2'-0"
12'-1
1"16
'-3"
2'-6 1
/2"5'-
4 1/2"
15'-6
1/2"
15'-3
"5'-
10"
17'-3
"11
'-10 1
/2"5'-
2 1/2"
31'-1
0"36
'-8"
5'-0"
34'-6
"
67'-10" 13'-0 1/2" 67'-1 1/2"
65'-1" 18'-4" 65'-1"
31'-8
"
37'-0"
32'-0
"4'-
10"
10'-4"
10'-0
"
10'-0"
ROOF DECK EL. 147.167'
ROOF EL. 157.895'
ROOF EL. 168.187'
ROOF EL. 168.187'
ROOF DECK EL. 147.167'
ROOF EL. 157.895'
T.O. ELEV. EL. 163.895'
T.O. RAIL. EL. 171.823'
EL. 111.385'
EL. 122.10'
EL. 108.29'
EL. 120.46'
T.O. PARAPET EL. 169.854'
T.O. PARAPET EL. 169.854'
T.O. PARAPET EL. 158.875'
T.O. PARAPET EL. 149.145'
T.O. GUARD RAIL EL. 150.416'
T.O. OPEN PLANTER RAILEL. 163.437' TYP.
T.O. PARAPET EL. 158.875'
T.O. PV ARRAY MAX 173.333'
ROOF ANCHOR, TYP.FINAL LAYOUT TO BECONFIRMED BY MANUFACTURER
VENT DOGHOUSEVENT DOGHOUSE
VENT DOGHOUSES, AS NEEDEDON UPPER ROOF. CORR. W/ PV.
VENT DOGHOUSES, AS NEEDEDON UPPER ROOF.
UNOCCUPIEDGREEN ROOF
@LEVEL 5
PRIVATEROOF DECKS
@LEVEL 5
UNOCCUPIEDUPPER ROOF
ELEVATORROOF
99'
100'
101'
102'
103'
104'
105'
106'
107'
108'
109'
110'
111'
112'
113'
114'
115'
116'
117'
118'
119'
120'
121'
122'
123'
124'
125'
126'
127'
128'
104'
105'
106'
107'
108'
109'
110'
111'
112'
113'
114'
115'
116'
117'
118'
119'
120'
121'
122'
123'
124'
125'
126'
127'
128'
129'
130'
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
OPEN TOPLAZA
BELOW
MIDPOINT SECTION 1 = EL. 107.5'
MIDPOINT SECTION 2 = EL.116.75'
MIDPOINT SECTION 3 = EL.126.48'MIDPOINT SECTION 3 = EL.124.185'
MIDPOINT SECTION 2 = EL.114.75'
MIDPOINT SECTION 1 = EL.103.55' SECTION 1ALLOWABLE HEIGHT -
149.525'
SECTION 2ALLOWABLE HEIGHT-
159.75'
SECTION 3ALLOWABLE HEIGHT -
169.333'
CANOPY @LEVEL 5 OVER
BALCONY
100.40' (EXISTING)98.85' (NEW)
128.00' (EXISTING)128.00' (NEW)
130.80' (EXISTING)130.80' (NEW)
103.60' (EXISTING)103.60' (NEW)
UNOCCUPIEDUPPER ROOF
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
COMMONROOF DECKLANDSCAPE
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
SLOP
E:1/4
"/FT
SLOPE:1/4"/FTSLOPE:1/4"/FT
SLOP
E:1/4
"/FT
PRIVATE DECKS @ L6 PRIVATE DECKS @ L6
PRIVATE DECKS@ L2
PRIVATE DECKS@ L2
UNOCCUPIED GREEN ROOF UNOCCUPIED GREEN ROOF
CANOPY@ LEVEL 1
SLOPE:1/4"/FT SLOPE:1/4"/FT
TYP.
CANOPY OVERLEVEL 5 STAIR
5'-0"
8'-3"
127.23' APPROXHISTORIC GRADE @
CENTER OF SITE
T.O. STAIR COVER(PENTHOUSE) EL. 156.437'
T.O. ROOF OVERBALCONY EL. 156.437'
FD ACCESS PLATFORM
N
SCALE: 1/8" = 1'-0"1 Roof - Height
LAND USE CODEBUILDING HEIGHT MEASUREMENT:PER DIRECTOR'S RULE 4-2012 PER "OPTION TO THE GENERALRULE" BASED ON HISTORIC GRADE PLAN PER INTERPOLATEDGRADES AS PREVIOUSLY APPROVED
HEIGHT LIMIT = 40' + 4' COMMERCIAL STORY BONUS = 44'
SECTION 1(103.55 X 30.96)+(107.5 X 30.96) / 30.96 + 30.96 =3205.91+3328.2 / 61.92 =105.525' AVERAGE GRADE ELEVATION FOR SECTION 1SECTION 1 HEIGHT LIMIT = 105.525' + 44' = 149.525'
SECTION 2(114.75 X 42.625) + (116.75 + 42.625) / 42.625 +42.625 =4891.219 + 4976.469 / 85.25 =115.75' AVERAGE GRADE ELEVATION FOR SECTION 2SECTION 2 HEIGHT LIMIT = 115.75' + 44' = 159.75'
SECTION 3(124.185 X 34.58) + (126.48 X 34.58) / 34.58 + 34.58 =4294.317 + 4373.678 / 69.16 =125.3325' AVERAGE GRADE ELEVATION FOR SECTION 3SECTION 3 HEIGHT LIMIT = 125.333' + 44' = 169.333'
SEATTLE BUILDING CODE 502.1 GRADE PLANE CALCULATIONAVERAGE GRADE ELEVATION AT EACH EXTERIOR WALL:NORTH: (130.80' + 103.6')/2 = 117.2'WEST: (128.00' + 130.8')/2 = 129.4'SOUTH: (128.00' + 98.85')/2 = 113.43'EAST ( 98.85' + 103.6')/2 = 101.23'
GRADE PLANE ELEVATION:461.26/4 = 115.32'
G1.01BUILDING CODE SUMMARY1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
CONSTRUCTION TYPE V-A over Type I-ABUILDING CODE IBC 2012 SEATTLE AMENDMENTSSPRINKLERED PER NFPA 13 WITH QUICK RESPONSE HEADSSBC # Proposed TITLE DESCRIPTION CALCULATION/EXPLANATION
Const. Type
SBC 202 DefinitionsHigh-Rise Building. A building with an occupied floor located more than 75' above lowest level of fire department vehicle access.
Project is not a high-rise: highest occupiable floor is less than 75' above lowest level of fire department access. See A3.01 for measurement.
SBC 304 I-A Business (B) Leasing office Level 1 Leasing Office - Suite 104SBC 310 I-A Residential (R-2/M) Live/work units Live/work 101, 102, 103 & 105SBC 311 I-A Parking Garage (S-2) Enclosed Parking Garage Enclosed parking garage at B1, L1
SBC 306 I-A Bike Storage (U) Bike Park Bike Storage at L1SBC 312 I-A Utility (U) mech/utility Utility rooms at L1SBC 310 V-A Residential (R-2) Apartments, community room Rental Apartments at L2 - L7SBC 311 V-A Storage (S-2) Residential Storage/Bike Parking Residential Storage at L2SBC 312 V-A Utility (U) Transformer vault, mech, utility Utility rooms at L2SBC 419 Live/work Units Live work units less than 3000 SF, non-residential area not more than 50% of area of each live/work
unitSee Exiting Diagrams G1.02.
SBC 419 Live/work Units 419.3.1: Live/work occupant load based on occupant load for each function per 1004.1.2
SBC 419 Live/work Units 419.5: Live/work unit shall be provided with monitored fire alarm system as required by 907.2.9 and automatic sprinkler system per 903.3.1.1.
Live/work Units 419.7:Accessibility requirements for Type M occupancies applied unless other occupancy specified. See Enlarged Unit Plans A4.02, A4.03
Live/work Units 419.9: non-residential portion of live/work shall be provided with minimum plumbing facilities per Chapter 29 based on non-res function. Where non-res portion is required to be accessible, fixtures are also required to be accessible.
See Enlarged Unit Plans A4.02, A4.03
SBC 420.2 Groups R-2 Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions per SBC 709.
See Plans A2.01 - A2.06
SBC 420.3 Groups R-2 Floor assemblies separating dwelling units in the same building, floor assemblies separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions per SBC 712.
See Sections A3.11 - A3.33
SBC 420.4 Groups R-2 Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with SBC 903.2.8
SBC 420.5 Groups R-2 Fire alarm systems and smoke alarms shall be provided per 907.2.9. Single or multistation smoke alarms shall be per 907.2.11
TABLE 503 Building Area Per Table 503, Type V-A Area limitations/story:B: 18,000 SF/3 storiesR-2: 12,000 SF/4 storiesS-2: 21,000 SF/4 stories
SBC 504 Building Height increase 504.2: Where a building is equipped throughout with an automatic sprinkler system, the value specified in Table 503 for max. height is increased 20' and the maximum number of stories is increased by one story. These increases are permitted in addition to other modifications per 506.2 and 506.3.Per Table 503 and the Height modification, Type V-A allows 5 stories and 70' above grade plane.
See A3.02 for max building height.See A3.11 for max no. of stories measured from the top of the Level 1 (Building A) and the bottom of Level 2 (Building B) slab (three hour horizontal assembly based on the provisions of SBC 509.2.
SBC 506 Building Area Increase 506.3: Where building is equipped by automatic sprinkler per 903.3.1.1, allowable building area is permitted to be increased by 200%. Therefore allowable R-2 building area is 24,000 SF not including frontage increase.
Building area per floor does not exceed allowable R-2 areas with sprinkler increase.
SBC 508.3 Non-Separated Occupancies Buildings or portions thereof that comply with the provisions of this Section shall be considered nonseparated occupancies.
All occupancies in Type 1A and 5A portions of the building meet height and area limits of Table 503. No separation between occupancies is required in Type 1A or Type 5A portions of the building except as required between dwelling units per SBC 420.
SBC 508.3.1 Occupancy classification Nonseparated occupancies shall be individually classified in accordance with SBC 302.1. The requirements shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive provisions of Chapter 9 shall apply to the building.
SBC 508.3.2 Allowable building area and height The allowable height and area shall be based on the most restrictive allowances for the groups under consideration for the type of construction per SBC 503.1.
SBC 508.3.3 Separation R-2 dwelling units shall be separated from other dwelling units and from other occupancies contiguous to them per SBC 420.
TABLE 509 Incidental UsesSBC 510.2 Horizontal Building Separation Basements and the first story above grade plane of a building shall be permitted to be considered as
a separate and distinct building for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction.
Plans meet all requirements of Section 510.2 as noted:1. Building A is separated from Building B by a three hour horizontal assembly located between Level 1 and Level 2 (Floor Type F02 & F03/A9.02) 2. Building below three hour horizontal assembly is no more than two stories above grade plane. (See A3.11 - A3.26)4. Stair and elevator enclosures and other shafts min 2 HR rated (see stair plans & sections A7.01 - A7.03)4. Exit enclosures will be pressurized in accordance with Section 909.21 for low rise stairways.6,7. Occupancy restrictions above and below three hour slab comply (see plans A2.00 - A2.06).8. Max bldg height does not exceed limit for Type V-A bldg height (70') (see south elevation A3.02)9. Entire structure shall not exceed 7 stories above grade plane. (see south elevation A3.02)10. Sprinklers provided throughout per 903.3.1.1.11. Occupied floors not more than 75' above lowest level of fire department vehicle access.12. Stair pressurization not required because building is only 6 stories above grade plan.
TABLE 601TYPE I-A
Fire Resistance RatingStructural FrameExterior Bearing WallInterior Bearing WallExterior Non-Bearing*Interior Non-BearingFloor ConstructionRoof Construction
I-A Required I-A Provided 3 3 3 3 3 3 varies see plans 0 0 2 2 1.5 1.5
Where fire separation distance < 30', 1 HR rating required per TABLE 602.
AssemblyVarious/ S2.0 - S2.7Various/ A9.01Various A9.03
Various/ A9.03Various/ A9.02Various/ A9.02
TABLE 601TYPE V-A
Fire Resistance RatingStructural FrameExterior Bearing WallInterior Bearing WallExterior Non-Bearing*Interior Non-BearingFloor ConstructionRoof Construction
V-A Required V-A Provided 1 1 1 1 1 1 varies see plans 0 0 1 1 1 1
AssemblyVarious/ S2.0 - S2.7Various/ A9.01Various A9.03
Various/ A9.03Various/ A9.02Various/ A9.02
Bushnaq Studio, LLC 5/27/2014 Page 1
SBC 705.2 Projections Exterior balconies and similar projections extending beyond the building area shall conform to the requirements of this Section and 1406. Exterior egress balconies and exterior exit stairways shall also comply with 1019 and 1026. Projections may not extend any closer to the line used to determine fire separation distance than shown in Table 705.2.Exception: Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this Section.
Projections may extend up to 40" from the line that determines fire separation distance.
SBC 705.3 Buildings on the Same Lot For the purposes of determining the required wall and opening protection, projections and roof-covering requirements, buildings on the same lot shall be assumed to have an imaginary line between them.Exception: Two or more buildings on the same lot shall be considered portions of one building if the aggregate area of such buildings is within limits specified in Chapter 5 for a single building.
SBC 705.5 Fire-resistance ratings. The fire-resistance rating of exterior walls with a fire separation distance of greater than 10' shall be rated for exposure to fire from the inside. The fire-resistance rating of exterior walls with a fire separation distance of less than 10' shall be rated for exposure to fire from both sides.
SBC 705.8.1 Allowable area of openings Exception 1.1: where the wall faces a street and has fire separation distance of more than 30', max area of openings is unlimited.
SBC 705.8 Max Area of Ext Wallwhen sprinklered
0-3': Not Permitted>3' < 5': 15% of wall area>5' < 10': 25% of wall area>10' < 15': 45% of wall area>15' < 20': 75% of wall area> 20': No limit to exterior wall openings.
See Building Code Diagrams G1.03
SBC 705.11 Parapets Parapets shall be provided on exterior walls of buildings. See Details A8.11SBC 707.4 Fire Barriers at Exterior WallsSBC 708.5 Exterior Walls Exterior walls rated per 1019.2, 1022.7 and 1026.6 do not need to comply with SBC 705.
SBC 709.1 Fire Partition 1 Hour fire rating required for:Walls separating dwelling units in the same building.
See Wall Assemblies A9.01, A9.03
SBC 713.4 Shaft Enclosures Shaft enclosures shall be 2 HR rated when connecting more than 4 stories, 1 HR when connecting 4 stories or less, 2 HR fire rating through 3 HR floor assembly.
See Wall Assemblies A9.01, A9.03
SBC 713.6 Exterior Walls at Shaft Enclosures Exterior walls rated per 1019.2, 1022.7 and 1026.6 do not need to comply with SBC 705.
SBC 713.14.1 Elevator Lobby Elevator lobbies are not required where the building is sprinklered.
SBC 713.14.2 Elevator Pressurization Reqs Elevator pressurization not required since it is not being provided in lieu of a required enclosed elevator.
SBC 716 Opening ProtectivesTABLE 716.5 Doors at unenclosed corridors required to be 20 Min per fire partition/corridor requirements See Door Schedule A6.02
SBC 718.3.2Exception 1
Draftstopping in floors Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.
NFPA 13 sprinkler system with quick response heads will be provided throughout.
SBC 718.4.2Exception 1
Draftstopping in attics Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.
NFPA 13 sprinkler system with quick response heads will be provided throughout.
SBC 903.3.1.1 Sprinklers Provide NFPA 13 sprinkler system NFPA 13 sprinkler system with quick response heads will be provided throughout.
SBC 905.4 Location of Class I standpipe hose connections
Class I standpipe required at each stair. One standpipe must continue to roof terrace.
SBC 909.20.6 Pressurization for low-rise buildings. Not required. Stair pressurization not required.SBC 909.21 Elevator pressurization not required.SBC 911 Fire Command CenterSBC 1004.1.1.2
Cumulative occupant loads Portion of occupant load of story with egress through a space on an adjacent level shall be added to the occupant load of that room, area or space.
TABLE 1004.1.2 Max Floor Area Allowances Assembly (roof deck/courtyard) = 15 net OLFResidential = 200 OLFMercantile = 30 OLFBusiness = 130 OLFAccessory Storage, utility rooms = 300 OLFParking = 200 OLF
See Exiting Diagrams G1.02
SBC 1004.5 Outdoor Areas Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel from the outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas.
TABLE 1005.1 Exit Width Egress width per occupant with sprinklersStairways .2" per occupantDoors .15" per occupant
See Exiting Diagrams G1.02. Automatic sprinkler system per 903.3.1.1 and emergency voice/alarm communication system per 907.5.2.2 provided.
SBC 1006.3 Power supply for illuminationSBC 1007.1 Accessible Means of Egress At least one accessible means of egress provided for accessible spaces. When > 1 means of
egress is required from an accessible space, at least two accessible means of egress shall be provided.
SBC 1007.2.1 Accessible Elevators Required Where a required accessible floor is > 4 stories above or below a level of discharge, at least on accessible elevator is required per SBC 1007.4 (emerg power)
Accessible elevator is not required because accessible floors are less than 4 stories above level of exit discharge. Therefore project does not need to comply with SBC 1007.4.
SBC 1007.3Exception 2
Stairways Ex 2: Clear width of 48" between handrails is not required in sprinklered buildings.
SBC 1007.3Exception 3
Areas of refuge Ex 3: Areas of refuge are not required at exit stairways in sprinklered buildings.
SBC 1007.4 Elevators Exception 2: Elevators are not required to be accessed from an area of refuge or horizontal exit in buildings sprinklered per 903.3.1.1
SBC 1007.8 Two-way communication Two-way communication system per 1007.8 shall be provided at the elevator landing on each accessible floor.
SBC 1009.3 Exit access stairways Exception 1: In other than Group I-2 and I-3, Exit access stairways that serve, or atmospherically communicate between only two stories are not required to be enclosed. Such interconnected stories shall not be open to other stories.
SBC 1009.3 Exit access stairways Exception 2: Exit access stairways serving and contained within a single residential dwelling unit or sleeping unit in Group R-2 are not required to be enclosed.
SBC 1009.7 Stairways 7" Rise Max11" Tread MinException 5: In dwelling units 7 3/4" Rise Max, 10" Tread Min.
See Stair Plans & Sections A7.01 - A7.03
SBC 1010.6 Ramp Minimum Dimensions The clear width of a ramp between handrails shall be 36" minimum.SBC 1009.16 Stairway to roof In buildings four or more stories above grade plane, one stairway shall extend to the roof.. Access to unoccupied roof provided at Stair B, see Stair Plans
& Section A7.02
SBC 1013.1 Guardrails Guardrails shall be required along open-sided walking surfaces more than 30" above the floor or grade below.
SBC 1013.2 Guardrail Height Guardrail height of 42" required at all locations except within individual dwelling units allowing 34"-38" handrail guardrail combination.
SBC 1013.5 Mechanical Equipment Guards shall be provided where mechanical equipment is located within 10 of a roof edge and more than 30" above grade below. Guards shall prevent the passage of a sphere 21". Guards shall extend not less than 30" beyond each piece of equipment.
SBC 1013.6 Roof Access Guards shall be provided where mechanical equipment is located within 10 of a roof edge and more than 30" above grade below. Guards shall prevent the passage of a sphere 21".
SBC 1014.3 Common path of egress travel Ex. 4: Common path of egress travel in R-2 shall not be more than 125 feet provided that the building is sprinklered.
See Exiting Diagrams G1.02
Bushnaq Studio, LLC 5/27/2014 Page 2
SBC 1014.2 Egress through intervening spaces Egress from a room or space shall not pass through adjoining or intervening rooms or areas except where such adjoining rooms or areas and the are served are accessory to one or the other, are not a Group H occupancy and provide a discernible path of egress travel to an exit.
TABLE 1016.1 Exit Travel Distance For R occupancies = 250' with sprinkler See Exiting Diagrams G1.02SBC 1016.2.1 Exterior Egress Balcony Increase Exit access travel distances shall be increased up to an additional 100' provided the last portion of
the exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with 1019. The length of such balcony shall nog be less than the amount of the increase taken.
SBC 1016.3 Measurement Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit.
SBC 1016.3.1 Exit access stairways and ramps Travel distance on exit access stairways shall be included in the exit access travel distance measurement. The measurement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings.
TABLE 1018.1 Corridor Fire Resistance For R occupancy = 1 hour See Wall Assemblies A9.01, A9.03SBC 1018.4 Dead Ends 50' with sprinkler See Exiting Diagrams G1.02SBC 1018.6 Corridor Continuity Fire-resistance rated corridors shall be continuous from the point of entry to an exit, and shall not be
interrupted by intervening rooms.
SBC 1019.1 Egress Balconies Balconies used for egress purposes shall conform to the same requirements as corridors for width, headroom, dead ends and projections
SBC 1019.2 Wall Separation Separation is not required in buildings equipped with sprinklers per 903.3.1.1 Unprotected openings permitted in walls at exterior egress balconies.
SBC 1019.3 Openness The long side of an egress balcony shall be at least 50% open and the open area above the guards shall be distributed to minimize the accumulation of smoke or toxic gases.
SBC 1019.4 Location Exterior egress balconies shall have a minimum fire separation distance of 10' measured at right angles from the exterior edge of the egress balcony to:1. adjacent lot lines2. Other portions of the building3. Other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with 705 based on fire separation distance.For the purpose of this Section, other portions of the building shall be treated as separate buildings.
SBC 1021.3.1 Access to exits at adjacent levels Access to exits at other levels shall be by stairways or ramps. Where access to exits occurs from adjacent building levels, horizontal and vertical exit access travel distance to the closest exit shall not exceed that specified in 1016.1. The path of egress travel to an exit shall not pass through more than on adjacent story.
SBC 1026.2 Exterior Exit Stairways For occupancies other than I-2, exterior exit stairways and ramps shall be permitted as an element of a required means of egress for buildings not exceeding six stories above grade plane or which are not high rise buildings.
Building is 6 stories above grade plane. See Sections A3.11 - A3.33
SBC 1026.3 Open side Exterior egress stairways shall be at least 50% open on at least one side. An open side shall have 28 SF of open area adjacent to each floor level.
44SF minimum provided. See Elevations A3.01 - A3.04
SBC 1026.4 Side yards The open areas adjoining exterior exit stairways or ramps shall be either yards courts or public ways, the remaining sides are permitted to be enclosed by the exterior walls of the building.
SBC 1026.5 Location Exterior exit stairways and ramps shall have a minimum fire separation distance of 10' measured at right angles from the exterior edge of the stairway including landings:1. adjacent lot lines2. other portions of building3. other buildings on the same lot unless adjacent building exterior walls and openings are protected in accordance with 705 based on fire separationFor the purpose of this Section, other portions of the building shall be treated as separate buildings
See Exiting Diagrams G1.02 for locations, Wall Assemblies A9.01 for separation from adjacent buildings.
SBC 1026.6 Exterior stairway protection Exterior exit stairways shall be separated from the interior of the building as required by 1022.2. Openings shall be limited to those necessary for egress from normally occupied spaces.Exception 2: separation from the interior of the building is not required where the exterior stairway is served by an exterior balcony that connects two remote exterior stairways with a perimeter that is not less than 50% open. To be considered open, the opening shall be a minimum of 50% of the height to the enclosing wall with the opt of the openings no less than 7' above the top of the balcony.
See Exiting Diagrams G1.02. Separation is not required - exterior exit stairs are served by an exterior egress balcony per 1026.6 exception 2.
SBC 1027.1 Exit Discharge Exits shall discharge directly to exterior of the building See Exiting Diagrams G1.02. SBC 1027.4.1 Egress court width The minimum width of egress courts shall be determined as specified in Section 1005.1 but shall not
be less than 44".See Exiting Diagrams G1.02.
SBC 1027.5 Access to a public way See Exiting Diagrams G1.02. SBC 1029 Egress Windows Egress windows required in R-2 occupancies per Table 1021.2 (1) and 1021.2 (2) Egress windows not required because two exits provided from
all spaces. NFPA 13 provided.
SBC 1101.2 Design Buildings and facilities shall be designed and constructed to be accessible in accordance with this code and ICC A117.1, except those portions of ICC A117.1 amended by 1101.2
SBC 1103.2.13 Live/work units In live/work units constructed per 419, the portion of the unit used for nonresidential use is required to be accessible. The residential portion of the live/work unit is required to be evaluated separately in accordance with Section's 1107.6.2 and 1107.7
See Enlarged Unit Plans A4.02, A4.03
SBC 1105.1 Public Entrances At least 60% of all public entrances shall be accessibleTABLE 1106.1 Accessible Parking 2 accessible parking spaces required. See G0.01A for parking space quantities, L1 Plan A2.01 for
location.
SBC 1106.5 Van spaces For every six or fraction of six accessible parking spaces, at least one shall be a van accessible space. Exception: in R-2, van accessible spaces located within private garages shall be permitted to have vehicular routes, entrances, parking spaces and access aisles with a min vertical clearance of 7'.
See L1 Plan A2.01.
SBC 1106.6 Location Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. Wherever practicable, the accessible route shall not cross lanes of vehicular traffic. Where crossing traffic lanes is necessary, the route shall be designated and marked as a crosswalk.
See L1 Plan A2.01.
SBC 1107.4exception 2
Accessible Route Exterior decks, patios or balconies that are part of Type B units and have impervious surfaces, and that are not more than 4" below the finished floor levels of the adjacent interior space of the unit do not need to be on accessible route.
Exterior decks in Type B units have impervious floor surfaces and are not more than 4" below the finished floor of the adjacent interior space. See Wall Sections 3/A3.31, 4/3.31, 4/A3.32
SBC 1107.6.2.1.1 Type A Units At least 5% of units shall be Type A.All others shall be Type B.Exception: The number of Type A & Type B units are permitted to be reduced in accordance with Section 1107.7
Total Units = 65Type A = 4 unitsType B = 61 UnitsSee Plans A2.01 - A2.06, Project Data G0.01A
SBC 1107.7.2 Multistory Units Where a multi story unit is provided with external elevator service to only one floor, the floor provided with elevator service shall be the primary entry to the unit, shall comply with requirements of Type B unit and a toilet facility shall be provided on that floor.
Multistory units provided on Levels 3-6. See Plans A2.03 - A2.06
TABLE 1505.1 Roof Classification Type VA: Class B CompliantSBC 2406 Safety Glazing Glazing at hazardous locations to be safety glazing (includes glazing in doors, sliding glass doors,
windows within 18" of floor (as outlined in requirements of 2406.3.7), glazing within a 24" arc of either vertical edge of a door in a closed position.
Compliant. See A6.01and A6.02 for door and window types/schedule.
Mechanical CodeIMC 501.5.3
Exhaust Duct Location Environmental air ducts (baths, kitchens, dryers) must be 3' from property lines and 3' from openings into buildings and 10' from mechanical air intakes.
Compliant, see Elevations A3.01 - A3.04.
SBC 2902 Toilet Fixture requirements
Bushnaq Studio, LLC 5/27/2014 Page 3
G1.02BUILDING CODE DIAGRAMS1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
UP
UP
UP
W/D
DW
WDW/D
R
R DW
W/D
DW R RDW
172'-5 5/8"
140'-4 3/4"
67'-4 1/2"
7,331 sq ft
265 sq ft567 sq ft
342 sq ft
377 sq ft
373 sq ft 424 sq ft
879 sq ft 807 sq ft 827 sq ft
537 sq ft
STORAGE265 SFOLF = 300OL = 1
ADDL EXITSACCESSED FROM
PARKING LEVEL
EXIT ENCLOSURE (2 OF 2)FROM PARKING LEVEL
PARKING15131 SFOLF = 200OL = 76
EXITACCESSSTAIR TO L2
EXIT
172.47' / 3 =57.49' REQD BETWEEN EXITS67.375' MIN PROVIDED
NOTE: AREAINCLUDESPARKING LEVEL SF
DEXTER AVE N
103.60'100.40'
128.00' 130.80'
101.417'
MERCANTILE537 SFOLF = 30OL = 18
BUSINESS377 SFOLF = 130OL = 3
RESIDENTIAL469 SF
OLF = 200OL = 3
MERCANTILE733 SF
OLF = 30OL = 25
MERCANTILE753 SF
OLF = 30OL = 26
EXIT ENCLOSURE (1 OF 2)FROM PARKING LEVEL
RESIDENTIAL447 SF
OLF = 200OL = 3
MERCANTILE814 SF
OLF = 30OL = 28
RESIDENTIAL597 SF
OLF = 200OL = 3
RESIDENTIAL342 SFOLF = 200OL = 2
24026
26240
27240
26240
31240
28240
29240
3240
20240
DN
DN
DN
UPW
D
W/D
DWR
DW
R
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DWR
W/D
DWR
W/D
DWR
W/D
DWR
179'-4 1/2"
41'-5 1/2"41'-5 1/2"
59'-1
"
4'-10"
703 sq ft355 sq ft
996 sq ft
2,705 sq ft
2,064 sq ft 2,064 sq ft
134 sq ft
287 sq ft
342 sq ft
934 sq ft
2,759 sq ft
100 sq ft
UTILITY100 SFOLF = 300OL = 1
RESIDENTIAL2705 SF
OLF = 200OL = 14
RESIDENTIAL2759 SFOLF = 200OL = 14
RESIDENTIAL2064 SF
OLF = 200OL = 11
RESIDENTIAL2064 SFOLF = 200OL = 11
UTILITY355 SFOLF = 300OL = 2
ASSEMBLY934 SF
OLF = 15OL = 63
3HR SLAB EDGE
ACCESS STAIR TO L1EXTERIOR EXIT STAIR (2 OF 2) TO L3
STORAGE703 SFOLF = 300OL = 3
UTILITY287 SFOLF = 300OL = 2
STORAGE996 SF
OLF = 300OL = 4
UTILITY342 SF
OLF = 300OL = 2
UTILITY134 SFOLF = 300OL = 1
179.375' / 3 = 59.79' REQD BETWEEN EXITS63.9' PROVIDED
UNENCLOSED CORRIDORUNENCLOSED CORRIDOR
PLAZA/EGRESSCOURT
UP
4'-0"
EXTERIOREXIT STAIR(1 OF 2)
GLASSENTRANCECANOPY
24064
64230
DN
UP
RD
W
D
W
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
RW/D
DW
R
W/D
DWR
W/D
DWR
W/D
DWR
W/D
DWR
4'-4 5
/8"15
'-9"
61'-7"
41'-5 1/2" 41'-5 1/2"
41'-5 1/2" 41'-5 1/2"
19'-0
3/4"
181'-4"
4'-0"
2,064 sq ft 2,064 sq ft
1,314 sq ft1,314 sq ft
2,340 sq ft 1,883 sq ft
457 sq ft
RESIDENTIAL1314 SF
OLF = 200OL = 7
RESIDENTIAL1314 SFOLF = 200OL = 7
RESIDENTIAL2064 SF
OLF = 200OL = 11
RESIDENTIAL2064 SFOLF = 200OL = 11
RESIDENTIAL3605 SFOLF = 200OL = 18
RESIDENTIAL4499 SFOLF = 200OL = 22
EXIT
EXTERIOREXIT STAIR(1 OF 2)
EXTERIOREXIT STAIR
(2 OF 2)
UTILITY457 SFOLF = 300OL = 2
2-STORY UNITSMAX PATH OF TRAVELIN UNIT: 52'6"
2-STORY UNITSPATH OF TRAVEL
IN UNIT: 52'6"
181.33' / 3= 60.44' REQD BETWEEN EXITS61.58' PROVIDED
UNENCLOSED CORRIDORUNENCLOSED CORRIDOR
UNENCLOSED CORRIDORUNENCLOSED CORRIDOR
EXT EGRESS BALCONY
EGRE
SS C
OURT
ALLEY
NOTE: AT TWO STORY UNIT OL INCLUDESEGRESS FROM SECOND STORY AT L4
UPUPUP UP UP UPUPUPUP
DNUP
8'-0"
127.729'
126.02'
127.687'127.687'
39230
39240
DN
UP
W/D
DW
R
DW
R
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
RDW
W/D
DWR
W/D
DWR
W/D
DWR
179'-9"
61'-7"
41'-5 1/2" 41'-5 1/2"
13'-3 1/8"
10'-7
7/8"
12'-2
"
2,064 sq ft2,064 sq ft
1,314 sq ft1,314 sq ft
2,159 sq ft 1,722 sq ft438 sq ft
RESIDENTIAL1314 SF
OLF = 200OL = 7
RESIDENTIAL1314 SFOLF = 200OL = 7
RESIDENTIAL2064 SF
OLF = 200OL = 11
RESIDENTIAL2064 SFOLF = 200OL = 11
EXTERIOREXIT STAIR(1 OF 2)
EXTERIOREXIT STAIR(2 OF 2)
RESIDENTIALSECOND
STORY
RESIDENTIALSECONDSTORY
RESIDENTIAL438 SFOLF = 200OL = 3
MAX PATH OF TRAVEL INSTUDIO UNIT: 34'-7"
179.75 / 3= 59.92' REQD BETWEEN EXITS61.58' PROVIDED
UNENCLOSED CORRIDORUNENCLOSED CORRIDOR
NOTE: L4 SECOND STORY OL INCLUDED AT L3
WD
DNUP
8'-0"
18230
18230
DN
UP
DW
R
DW
W/D
R
DW
W/D
R
DW
W/D
R
W/D W/D W/DW/DW/DW/DW/D W/DW/DW/D
181'-3 1/2"
61'-7"
41'-5 1/2" 41'-5 1/2"
9'-5 3/4"
8'-0"
20'-0"48'-3 1/2"
3'-0" 2,268 sq ft
1,027 sq ft
2,340 sq ft 2,340 sq ft
704 sq ft
1,098 sq ft
579 sq ft
ASSEMBLY704 SF
OLF = 15OL = 47
ASSEMBLY1098 SF
OLF = 15OL = 74
RESIDENTIAL1027 SF
OLF = 200OL = 6
RESIDENTIAL2268 SFOLF = 200OL = 12
EXTERIOR EXIT STAIR (1 OF 2)
EXTERIOREXIT STAIR(2 OF 2)
RESIDENTIAL5019 SF
OLF = 200OL = 25
RESIDENTIAL5019 SFOLF = 200OL = 25
2-STORY UNITSMAX PATH OF TRAVELIN UNIT: 77'-3"
181.29' / 3= 60.43' REQD BETWEEN EXITS61.58' PROVIDED
EXT EGRESS BALCONY
UNENCLOSED CORRIDORUNENCLOSED CORRIDOR
NOTE: AT TWO STORY UNIT OL INCLUDESEGRESS FROM SECOND STORY AT L6
NOTE: SEE PRESUBMITTAL CONFERENCE NOTES FORDPD APPROVAL OF ROOF DECK EXIT LOCATIONS
DN3'-
0"
37240
37240 95230
95230
DN
UP
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
DW
R
14'-4
7/8"
9'-5 7/8"
10'-4
1/2"
2,679 sq ft 2,679 sq ft
FIRE DEPTROOF ACCESSSTAIR
RESIDENTIALSECOND
STORY
RESIDENTIALSECONDSTORY
NOTE: L6 SECOND STORY OL INCLUDED AT L5
UP
91'-9 3/8"
154'-1 7/8"7,800 sq ft
PARKING15131 SFOLF = 200OL = 76
EXIT ENCLOSURE (1 OF 2)
EXIT ENCLOSURE (2 OF 2) NOTE: AREAINCLUDES L1PARKING SF
153.79' / 3 = 51.26' REQD BETWEEN EXITS90.71' PROVIDED
26240
24026
NOT TO SCALE1 EXITING PLAN - L1
NOT TO SCALE2 EXITING PLAN - L2
NOT TO SCALE3 EXITING PLAN - L3
NOT TO SCALE4 EXITING PLAN - L4
NOT TO SCALE5 EXITING PLAN - L5
NOT TO SCALE6 EXITING PLAN - L6
NOT TO SCALE0 EXITING PLAN - PARKING LEVEL
G1.03BUILDING CODE DIAGRAMS1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
LEVEL 583 SF GLAZING AREA/386 SF WALL AREA =22% UNPROTECTED OPENINGS < 45% OK
LEVEL 4146 SF GLAZING AREA/344 SF WALL AREA =42% UNPROTECTED OPENINGS < 45% OK
LEVEL 3146 SF GLAZING AREA/325 SF WALL AREA =44.9% UNPROTECTED OPENINGS < 45% OK
LEVEL 2226 SF GLAZING AREA/505 SF WALL AREA =44.7% UNPROTECTED OPENINGS < 45% OK
-9'-2"P1
±0"L1
+14'-4"L2
+24'-7 1/4"L3
+34'-10 1/2"L4
+45'-9"L5
+56'-0 1/4"L6
+66'-9 1/4"ROOF
386 sq ft
44 sq ft
39 sq ft
44 sq ft
44 sq ft
44 sq ft
44 sq ft
47 sq ft47 sq ft23 sq ft
505 sq ft
325 sq ft
344 sq ft
29 sq ft29 sq ft
29 sq ft29 sq ft
29 sq ft29 sq ft17 sq ft17 sq ft
17 sq ft
LEVEL 583 SF GLAZING AREA/386 SF WALL AREA =22% OPEN AREA < 45% OK
LEVEL 4146 SF GLAZING AREA/344 SF WALL AREA =42% OPEN AREA < 45% OKLEVEL 3146 SF GLAZING AREA/325 SF WALL AREA =44.9% OPEN AREA < 45% OK
LEVEL 2226 SF GLAZING AREA/506 SF WALL AREA =44.6% OPEN AREA < 45% OK
-9'-2"P1
±0"L1
+14'-4"L2
+24'-7 1/4"L3
+34'-10 1/2"L4
+45'-9"L5
+56'-0 1/4"L6
+66'-9 1/4"ROOF
44 sq ft
29 sq ft
47 sq ft29 sq ft
44 sq ft
47 sq ft29 sq ft
29 sq ft 44 sq ft
29 sq ft 44 sq ft 29 sq ft 44 sq ft
17 sq ft23 sq ft
344 sq ft
386 sq ft
325 sq ft
506 sq ft
39 sq ft
17 sq ft17 sq ft
PORTION OF BLDG W/ 10-15'FIRE SEPARATION DISTANCE45% UNPROTECTEDOPENINGS PERMITTED
LEGEND
UNPROTECTED OPENINGS
NOT TO SCALE1 UNPROTECTED OPENINGS - SOUTH ELEVATION
NOT TO SCALE2 UNPROTECTED OPENINGS - NORTH ELEVATION
G1.04ENERGY CODE1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
Envelope Summary Seattle ENV-SUM2012 Seattle Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Dec 2013
Project Info Project Address 1701 Dexter Ave N. Seattle WA 98109 Date 5/28/2014For DPD Use
Applicant Name: Dawn Bushnaq
Applicant Address: 3210 Beacon Ave. S. Ste #130, Seattle WA 98144
Applicant Phone:
Project Description
Compliance Path
Occupancy Group
30.0%
Total Vertical Fenestration
(rough opening) divided by
Gross Exterior Above Grade
Wall Area times 100 equals% Vertical
Fenestration
7505.6 49079.6 X 100 = 15.3%
Total Skylight divided byGross Exterior Roof
Area times 100 equals % Skylight
0.0 14114.0 X 100 = 0.0%
Exempt Single GlassArea
Vertical Fenestration Area
Skylight Area
n/an/a
n/a
Refrigerated Spaces
Mixed Occupancy and/or Space Conditioning
Maximum Prescriptive Vertical Fenestration (%) 30% per C402.3.1
Semi-Heated Spaces
VERTICAL FENESTRATION AREA COMPLIES
SKYLIGHT AREA COMPLIES
Fenestration Area Compliance
Vertical Fenestration Alternates
Single Story Spaces Requiring Skylights
Street Level Retail
Vertical Fenestration and Skylight Area Calculation
New Building Addition Alteration Change of Occupancy/Conditioning
Prescriptive Component Performance
Commercial Group R - R2 & R3 over 3 stories and all R1
Project has semi-heated spaces as defined per C402.1.4
Total Building Performance
If complying via the Prescriptive path, enter values for vertical fenestration, skylights, gross walls and roof on this ENV-SUM worksheet. If complying via the Component Performance path, enter these values in the ENV-UA worksheet.These values auto-fill from ENV-UA and are write-protected on ENV-SUM.
Walk-in Cooler Walk-in Freezer
Refrigerated Warehouse Cooler Refrigerated Warehouse Freezer
Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements.
1. Semi-heated spaces may comply under Prescriptive or Component Performance compliance path. 2. Semi-heated spaces shall be documented separately from other conditioned spaces – provide separate
compliance forms for each conditioned space type.3. Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal
envelope requirements.
Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project:
Commercial R2 & R3 over 3 stories and all R1 Refrigerated Space
Fully Conditioned Semi-Heated Low Energy*
*Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption.
R2 & R3 - 3 stories or less
Applying wall exception to semi-heated spaces
Compliance forms do not require a password to use. Instructional and calculating cells are write-protected.
Selection required to enable forms.
Selection required to enable forms.
High Performance Fenestration U-factors and SHGC per C402.3.1.3
Skylight area 3% or greater, VT-0.40 or greater
Skylight effective aperture 1% or greater, provide calculation
Space eligible for exception
Compliance Method
Requires a minimum of 50% of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements.
50% or more of the floor area is within a daylight zone per C402.3.1.1
Street Level Retail with other areas
Enter gross wall area per C402.3.1 exception equirements:If C402.3.1 Street Level Retail glazing exception taken for any portion of buildingread Street Level Retail instructions on Readme.
if complying prescriptively exempt area MUST also be included in total vertical fenestration in cell C17 . If complying via component performance do not enter exempt glazing on ENV-UA or ENV-SHGC.Always enter exempt glazing area here.
Enter total window area in Street Level Retail qualified wall :
Area of window transferred from other areas:
Component Performance Path, pg. 1 Seattle ENV-UA2012 Seattle Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Dec 2013
Project Address 1701 Dexter Ave N. Seattle WA 98109 Date 05/28/2014
Occupancy Group For Building Department Use
Change in occupancy or space conditioning
Fenestration Area as % gross above-grade wall area 15.3% Max. Target: 30.0%
Skylight Area as % gross roof area 0.0% Max. Target: 5.0%
Vertical Fenestration Alternates: None Selected on ENV-SUM
Building Component Proposed UA Target UA
Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A) U-factor x Area (A) = UA (U x A)
R= ID: 0.026
R= ID: Above Deck Insulation U-0.026
R= ID:
R= ID: 0.027
R= ID: Metal Building U-0.027
R= ID:
R=10+40 ID: R01 / A9.02 /SEE CALCS 0.021 4680 98.3 0.021 14114 296.4
R=10+40 ID: R02 / A9.02 / SEE CALCS FOR R01 - SAME 0.021 3122 65.6 Single raft, attic, other U-0.021
R=10+48 ID:R03 / A9.02 / SEE CALCS INCLDS R04 AREA 0.022 4064
89.0
R=38 ID: F03 / A9.02 / TBL A102.1 0.025 2248 56.2
R=10+21 ID: W11 / A9.01 / TBL A103.3.6.1(1) 0.051 1367 69.7 0.055 2551 140.3
R=10+21 ID: W12 / A9.01 / TBL A103.3.6.1(1) 0.051 734 37.4 Steel/metal frame U-0.055
R=10+21 ID: W13 / A9.01 / TBL A103.3.6.1(1) 0.051 450 23.0
R= ID: 0.052
R= ID: Metal Building U-0.052
R= ID:
R= ID:
R= ID:
R=21 ID: W01 / A9.01 / TBL A103.3.1(5) 0.057 24634 1404.1 0.051 33824 1725.0
R=30 ID: W02 / A9.01 / SEE CALCS 0.040 8282 331.3 Wood Frame, other U-0.051
R=21 ID: W03 / A9.01 / TBL A103.3.1(5) 0.057 672 38.3
R=11+19 ID: 15A / A9.03 / TBL A103.3.3(1) 0.040 236 9.4
R= ID:
R=17 ID: W06 / A9.01 / TBL A103.3.7.1.(3) 0.054 390 21.1 0.057 4301 245.2
R=17 ID: W07 / A9.01 / TBL A103.3.7.1.(3) 0.054 486 26.2 Mass Wall U-0.057
R=10+13 ID: W16 / A9.01 / TBL C402.2 0.057 2468 140.7
R=5 ID: F02 -SLAB EDGE / TBL A103.3.7.2 0.161 504 81.1
R=NONE ID: F05 -SLAB EDGE / TBL A103.3.7.2 0.741 104 77.1
R=10+13 ID: W09 / A9.01 / TBL C402.2 0.057 349 19.9
R= ID: 0.090
R= ID: Assumed to be Mass Wall U-0.09
R= ID:
R=30 ID: F02 / A9.02 / TBL A105.1(3) 0.031 8129 252.0 0.029 12014 348.4
R=30 ID: F05 / A9.02 / TBL A105.1(3) 0.031 3885 120.4 Mass Floor U-0.029
R= ID:
R= ID:
R= ID: 0.029
R= ID: Metal Joist/Framing U-0.029
R= ID:
R=38 ID: F11 / A9.02 / SEE CALCS 0.027 1296 34.5 0.025 1296 32.4
R= ID: Wood Joist/Framing U-0.025
R= ID:
Area UA Area UA
68100 2995 68100 2788
Component Performance Compliance (UA) UA COMPLIES
Dec
kM
tl B
ld
Opa
que
Wal
ls -
Abo
ve
BG
W
alls
Wd
Jois
t
Flo
ors
Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation.
2: U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2.
Commercial Group R
Oth
erM
tl. F
rm.
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Component Performance Path, pg. 2 Seattle ENV-UA2012 Seattle Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories an Revised Dec 2013
Project Address 1701 Dexter Ave N. Seattle WA 98109 Date 05/28/2014
Fenestration Area as % gross above-grade wall area 15.3% Max. Target: 30.0% For Building Department Use
Skylight Area as % gross roof area Max. Target: 5.0%
Building Component Proposed UA Target UA
Provide source of U-factor, page/plan # of assembly detail & ID F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A)
R=NONE ID: F06 / A9.02 / TBL A106.1 0.730 99 72.6 0.520 99 51.7
R= ID: Slab-On-Grade U-0.52
R= ID:
R= ID: 0.550
R= ID: Heated Slab-On-Grade U-0.55
R= ID:
U-factor x Area (A) = UA(U x A) U-factor x Area (A) = UA (U x A)
U=0.14 ID: R1 / A2.01-A2.06 / NFRC CERT. 0.140 782 109.5 0.37 898 332.3
U=0.8 ID: 505-1 / TBL C107.1(1) -DBL PN lo-e, MTL 0.480 28 13.4 Opaque Swing Doors U-0.37
U=0.37 ID: EXT. HM DR /TBL A107.1(1)/ FOAM & STL 0.370 88 32.6
U= ID:
U= ID: 0.39
U= ID: Opaque rollup & sliding U-0.39
U= ID:
U=0.26 ID: A / A2.01-A2.06 / NFRC CERT. 0.26 432 112.3 0.30 6764 2029.1
U=0.29 ID: B / A2.01-A2.06 / NFRC CERT. 0.29 1023 296.6 Non-Metal Frame U-0.30
U=0.26 ID: C / A2.01-A2.06 / NFRC CERT. 0.26 608 158.1
U=0.26 ID: D / A2.01-A2.06 / NFRC CERT. 0.26 624 162.2
U=0.26 ID: E / A2.01-A2.06 / NFRC CERT. 0.26 114 29.6
U=0.27 ID: F / A2.01-A2.06 / NFRC CERT. 0.27 640 172.8
U=0.26 ID: H / A2.01-A2.06 / NFRC CERT. 0.26 220 57.2
U=0.26 ID: I / A2.01-A2.06 / NFRC CERT. 0.26 396 103.0
U=0.26 ID: J / A2.01-A2.06 / NFRC CERT. 0.26 352 91.5
U=0.27 ID: K / A2.01-A2.06 / NFRC CERT. 0.27 140 37.9
U=0.27 ID: L / A2.01-A2.06 / NFRC CERT. 0.27 187 50.5
U=0.26 ID: M / A2.01-A2.06 / NFRC CERT. 0.26 1392 361.9
U=0.26 ID: N / A2.01-A2.06 / NFRC CERT. 0.26 159 41.3
U=0.26 ID: O / A2.01-A2.06 / NFRC CERT. 0.26 77 20.1
U=0.26 ID: P / A2.01-A2.06 / NFRC CERT. 0.26 16 4.2
U=0.26 ID: Q / A2.01-A2.06 / NFRC CERT. 0.26 95 24.6
U=0.26 ID: R / A2.01-A2.06 / NFRC CERT. 0.26 63 16.5
U=0.44 ID: S / A2.01-A2.06 / DEFAULT 0.44 60 26.4
U=0.27 ID: T / A2.01-A2.06 / NFRC CERT. 0.27 108 29.1
U=0.27 ID: U / A2.01-A2.06 / NFRC CERT. 0.27 23 6.2
U=0.27 ID: V / A2.01-A2.06 / NFRC CERT. 0.27 23 6.2
U=0.26 ID: W / A2.01-A2.06 / NFRC CERT. 0.26 12 3.2
U= ID:
U=0.32 ID: S1 / A2.01 / NFRC CERT. 0.32 116 37.1 0.38 508 193.0
U=0.32 ID: S2 / A2.01 / NFRC CERT. 0.32 116 37.1 Metal Frame, Fixed U-0.38
U=0.32 ID: S3 / A2.01 / NFRC CERT. 0.32 116 37.1
U=0.32 ID: S4 / A2.01 / NFRC CERT. 0.32 80 25.6
U=0.32 ID: S5 / A2.01 / NFRC CERT. 0.32 80 25.6
U=0.4 ID: S1 / A2.01 / NFRC CERT. 0.40 27 10.8 0.40 116 46.4
U=0.4 ID: S2 / A2.01 / NFRC CERT. 0.40 27 10.8 Metal Frame, Operable U-0.40
U=0.4 ID: S3 / A2.01 / NFRC CERT. 0.40 27 10.8
U=0.4 ID: S4 / A2.01 / NFRC CERT. 0.40 18 7.2
U=0.4 ID: S5 / A2.01 / NFRC CERT. 0.40 17 6.8
U=0.41 ID: S1 / A2.01 / NFRC CERT. 0.41 24 9.8 0.60 118 70.8
U=0.41 ID: S2 / A2.01 / NFRC CERT. 0.41 24 9.8 Metal Entrance Door U-0.60
U=0.41 ID: S3 / A2.01 / NFRC CERT. 0.41 24 9.8
U=0.41 ID: S4 / A2.01 / NFRC CERT. 0.41 23 9.4
U=0.41 ID: S5 / A2.01 / NFRC CERT. 0.41 23 9.4
U= ID: 0.45
U= ID: All types U-0.45
U= ID:
U= ID:
U= ID:
Area UA Area UA
Page 2 Subtotal 8503 2297 8503 2723
Page 1 Subtotal 68100 2995 68100 2788
Total 76603 5292 76603 5511
Component Performance Compliance (UA) UA COMPLIES
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Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then TargetArea Adjustment of all applicable envelope elements will be calculated by the compliance form.Refer to Target Area Adjustments worksheet for this calculation.
2: Provide NFRC rated U-factor or default U-factor from Appendix A for the fenestration assemblythermal performance (combination of frame and glazing).
3: Fenestration that separates conditioned space from a non-conditioned or semi-conditioned
To comply:1) Proposed Total UA shall not exceed Target Total UA.2) Proposed Total Area shall equal Target Total Area.
SHGC Calculation Seattle ENV-SHGC2012 Seattle Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Dec 2013
Project Address 1701 Dexter Ave N. Seattle WA 98109 Date 05/28/2014
Fenestration Area as % gross above-grade wall area 15.3% 30% For DPD Use
Skylight Area as % gross roof area 5%
Vertical Fenestration Alternates: None Selected on ENV-SUM
Skylights Proposed SHGC Target SHGC
Provide source of SHGC, page/plan # of assembly detail & ID SHGC x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A
ID: 0.35
ID: SHGC 0.35
ID:
ID:
ID:
Totals Totals
All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC ++
PF SHGC* x Area (A)= SHGC x A SHGC x Area (A) = SHGC x A
ID: A / A2.01-A2.06 / NFRC CERT. 0 0.18 432 78 PF < 0.2 0.35 6774 2371.0
ID: B / A2.01-A2.06 / NFRC CERT. 0 0.22 1023 225 0.2≤PF<0.5 0.42
ID: C / A2.01-A2.06 / NFRC CERT. 0 0.18 608 109 PF ≥ 0.5 0.56
ID: D / A2.01-A2.06 / NFRC CERT. 0 0.18 624 112
ID: E / A2.01-A2.06 / NFRC CERT. 0 0.18 57 10
ID: F / A2.01-A2.06 / NFRC CERT. 0 0.23 640 147
ID: I / A2.01-A2.06 / NFRC CERT. 0 0.18 352 63
ID: J / A2.01-A2.06 / NFRC CERT. 0 0.22 176 39
ID: K/ A2.01-A2.06 / NFRC CERT. 0 0.23 47 11
ID: L / A2.01-A2.06 / NFRC CERT. 0 0.22 187 41
ID: M / A2.01-A2.06 / NFRC CERT. 0 0.18 1392 251
ID: N / A2.01-A2.06 / NFRC CERT. 0 0.18 86 15
ID: O / A2.01-A2.06 / NFRC CERT. 0 0.22 39 9
ID: P / A2.01-A2.06 / NFRC CERT. 0 0.18 16 3
ID: Q / A2.01-A2.06 / NFRC CERT. 0 0.18 95 17
ID: R / A2.01-A2.06 / NFRC CERT. 0 0.18 63 11
ID: S / A2.01-A2.06 / NFRC CERT. 0 0.40 60 24
ID: T / A2.01-A2.06 / NFRC CERT. 0 0.23 108 25
ID: U / A2.01-A2.06 / NFRC CERT. 0 0.23 23 5
ID: V / A2.01-A2.06 / NFRC CERT. 0.18 6 1
ID:STOREFRONT-FIXED/ A2.01-A2.06 / NFRC CERT.
0 0.28 508 142
ID: STOREFRONT-OP/ A2.01-A2.06 / NFRC CERT. 0 0.26 116 30
ID:STOREFRONT-DOOR/ A2.01-A2.06 / NFRC CERT.
0 0.18 118 21
ID: 0
Totals 6774.2 1390.5 Totals 6774.2 2371.0
North Vertical Fenestration+ Proposed SHGC Target SHGC++
PF SHGC* x Area (A)= SHGC x A SHGC x Area (A) = SHGC x A
ID: E / A2.01-A2.06 / NFRC CERT. 0 0.18 57 10 PF < 0.2 0.35 731 256.0
ID: H / A2.01-A2.06 / NFRC CERT. 0 0.18 220 40 0.2≤PF<0.5 0.39
ID: I / A2.01-A2.06 / NFRC CERT. 0 0.18 44 8 PF ≥ 0.5 0.42
ID: J / A2.01-A2.06 / NFRC CERT. 0 0.22 176 39
ID: K / A2.01-A2.06 / NFRC CERT. 0 0.23 94 22
ID: N / A2.01-A2.06 / NFRC CERT. 0 0.18 73 13
ID: 0 / A2.01-A2.06 / NFRC CERT. 0 0.22 39 9
ID: U / A2.01-A2.06 / NFRC CERT. 0 0.23 23 5
ID: W / A2.01-A2.06 / NFRC CERT. 0 0.18 6 1
North Total 731.4 146.1 731.4 256.0
Area SHGC x A Area SHGC x AGrandTotal
7505.6 1536.5 GrandTotal
7505.6 2627.0
Component Performance Compliance (SHGC) SHGC COMPLIES
PF Category
PF Category
To comply, the Proposed total SHGC x A for all fenestration (vertical & skylights) shall not exceed the Target total SHGC x A.
C
+ If projection factor credit is applied, then vertical fenestration must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. * Note: Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed here with a proposed SHGC equal to the target value.
++ If projection factor (PF) credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category.
Provide source of SHGC, page/plan # of assembly detail & ID
++ If projection factor (PF) credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category.
Provide source of SHGC, page/plan # of assembly detail & ID
Notes: 1 - Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposedfenestration areas in ENV-UA.
2 - If Target Area Adjustment is required per ENV-UA, then target areas will be automatically adjusted in ENV-SHGC. Refer to Target Area Adjustments worksheet for this calculation.
3 - Provide NFRC rated SHGC or default from Table C303.1.3(3) for fenestration assembly SHGC.4 - Fenestration that separates conditioned space from a non-conditioned or semi-conditioned
space shall be included in this worksheet.
Max. Target:
Max. Target:
W02 WOOD STUD WALLS 2X10 WITH R‐30 0.040484
AIR FILM INTERIOR 0.68
5/8 GYP (T. 10‐B) 0.56
STUD .19 * (1/R) 11.57 0.016422
CAVITY .77* (1/R) 30 0.025667
HEADER .04* (1/R) 11.57 0.003457
1/2" OSB (T 10‐B) WD 1/2" 0.625
5/8 GYP (T. 10‐B) 0.56
AIR SPACE 3/4" 0
EXTERIOR SIDING PER HARDIE NER‐405 0.15
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.045546
TOTAL R 21.95599 2.745 24.70099
ASSEMBLY U FACTOR 0.040484
F11 Floor 11 7/8 TJI wood with r‐38 batt 0.026606
AIR FILM INTERIOR 0.92
FLOOR WOOD 1/2" 1.25 Per /in. 0.625
GYP SUBFLOOR 1 1/2 GYP (A101.5) .9 per / in 1.35
WOOD SUB‐FLOOR (A101.5) 0.94
JOIST .10 * (1/R) 14.84 0.006739
CAVITY .90* (1/R) 38 0.023684
5/8 GYP (T. 10‐B) 0.56
EXTERIOR SIDING PER HARDIE NER‐405 0.15
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.030423
TOTAL R 32.87013 4.715 37.58513
ASSEMBLY U FACTOR 0.026606
R 01 roof 11 7/8" TJI with batt insulation, R 02 sim with green roof 0.021158
AIR FILM INTERIOR 0.61
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
JOIST .10 * (1/R) 14.84 0.006739
CAVITY(R‐10 spry foam + R‐30 batt) .90* (1/R) 40 0.0225
‐ 3/4" OSB (T 10‐B) WD 3/4" 0.937
Insulation min tapered above
plywood 10
EXT LAYER ‐ 1/4 GYP (T. 10‐B) 0.224
roof 0
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.029239
TOTAL R 34.20143 13.061 47.26243
ASSEMBLY U FACTOR 0.021158
R03 roof 3.5 x 11 7/8 wood with R‐45 batts at roof deck 0.021944
AIR FILM INTERIOR 0.61
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
JOIST .22 * (1/R) 14.84 0.014825
CAVITY(R‐10 spry foam + R‐38 batt) .78* (1/R) 48 0.01625
SHEATHING (T 10‐B) WD 3/4" 0.937
EXTERIOR INSULATION ‐TAPERED MIN 1.5" 10
‐ 1/4 GYP (T. 10‐B) 0.224
BUILT UP ROOF 0.33
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.031075
TOTAL R 32.18042 13.391 45.57142
ASSEMBLY U FACTOR 0.021944
W02 WOOD STUD WALLS 2X10 WITH R‐30 0.040484
AIR FILM INTERIOR 0.68
5/8 GYP (T. 10‐B) 0.56
STUD .19 * (1/R) 11.57 0.016422
CAVITY .77* (1/R) 30 0.025667
HEADER .04* (1/R) 11.57 0.003457
1/2" OSB (T 10‐B) WD 1/2" 0.625
5/8 GYP (T. 10‐B) 0.56
AIR SPACE 3/4" 0
EXTERIOR SIDING PER HARDIE NER‐405 0.15
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.045546
TOTAL R 21.95599 2.745 24.70099
ASSEMBLY U FACTOR 0.040484
F11 Floor 11 7/8 TJI wood with r‐38 batt 0.026606
AIR FILM INTERIOR 0.92
FLOOR WOOD 1/2" 1.25 Per /in. 0.625
GYP SUBFLOOR 1 1/2 GYP (A101.5) .9 per / in 1.35
WOOD SUB‐FLOOR (A101.5) 0.94
JOIST .10 * (1/R) 14.84 0.006739
CAVITY .90* (1/R) 38 0.023684
5/8 GYP (T. 10‐B) 0.56
EXTERIOR SIDING PER HARDIE NER‐405 0.15
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.030423
TOTAL R 32.87013 4.715 37.58513
ASSEMBLY U FACTOR 0.026606
R 01 roof 11 7/8" TJI with batt insulation, R 02 sim with green roof 0.021158
AIR FILM INTERIOR 0.61
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
JOIST .10 * (1/R) 14.84 0.006739
CAVITY(R‐10 spry foam + R‐30 batt) .90* (1/R) 40 0.0225
‐ 3/4" OSB (T 10‐B) WD 3/4" 0.937
Insulation min tapered above
plywood 10
EXT LAYER ‐ 1/4 GYP (T. 10‐B) 0.224
roof 0
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.029239
TOTAL R 34.20143 13.061 47.26243
ASSEMBLY U FACTOR 0.021158
R03 roof 3.5 x 11 7/8 wood with R‐45 batts at roof deck 0.021944
AIR FILM INTERIOR 0.61
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
INT LAYER 1 ‐ 5/8 GYP (T. 10‐B) 0.56
JOIST .22 * (1/R) 14.84 0.014825
CAVITY(R‐10 spry foam + R‐38 batt) .78* (1/R) 48 0.01625
SHEATHING (T 10‐B) WD 3/4" 0.937
EXTERIOR INSULATION ‐TAPERED MIN 1.5" 10
‐ 1/4 GYP (T. 10‐B) 0.224
BUILT UP ROOF 0.33
AIR FILM EXTERIOR SURFACE 0.17
WEIGHTED U 0.031075
TOTAL R 32.18042 13.391 45.57142
ASSEMBLY U FACTOR 0.021944
1 HOURUL-U305U-0.057
SECTION MARK DESCRIPTION RATING
EXTERIOR
Xx10 EXTERIOR WALL WITH HARDIE
FIBER CEMENT PANEL OR LAP SIDING(SEE ELEVATIONS FOR LOCATIONS) O/3/4" FURRING W/ AIR SPACE O/WEATHER RESISTIVE BARRIER O/(1) LAYER EXTERIOR 5/8" TYPE "X" GWB O/(1) LAYER STRUCT PANEL PER STRUCT O/Xx10 FRAMING PER STRUCTW/ BATT INSUL (R-30) O/(1) LAYER 5/8" TYPE "X" GWB O/VAPOR RETARDER PRIMER O/INTERIOR FINISH PER SCHEDULE
SECTION MARK DESCRIPTION RATING
W02 1 HOURUL-U305U-0.040
SECTION MARK DESCRIPTION RATING
1 HOURGA-RC-2601
U=0.0266
SECTION MARK DESCRIPTION RATING
UNIT FLOOR ASSEMBLY
FINISH FLOOR PER SCHEDULE O/1" GYP-CRETE O/ACOUSTICAL MAT O/(1) LAYER T&G SHEATHING PER STRUCT O/JOISTS PER STRUCT W/ R-38 BATT INSULATION O/(2) LAYER 5/8" TYPE "X" GWB O/WEATHER RESISTIVE BARRIER O/FIBER CEMENT PANEL SOFFIT O/FINISH PER SCHEDULE
F11
UNIT
EXTERIOR
SECTION MARK DESCRIPTION RATING
SECTION MARK DESCRIPTION RATING
R01
ROOF
SECTION MARK DESCRIPTION RATING
1 HOURGA-RC-2601
U-0.021PER CALCS
ROOF
60 MIL TPO ROOF MEMEBRANE (UL CLASS B)O/(1) LAYER 1/4" TYPE X GWB COVER BOARD O/SLOPED RIGID INSULATION, 2" MIN (R-10) O/(1) LAYER T&G SHEATHING PER STRUCT O/VAPOR BARRIER / TEMP ROOF O/JOISTS PER STRUCT W/ R-10 / 1.55" SPRAY FOAM (BASFWALLTITE) + R-30 BATT INSULATION (WIRE IN PLACE TOUNDERSIDE OF SFI WHEN JOIST DEPTH IS GREATER THANBATT DEPTH) O/(2) LAYERS 5/8" TYPE "X" GWB W/INTERIOR FINISH PER SCHEDULE
UNIT
ROOF DECK
R03
SECTION MARK DESCRIPTION RATING SECTION MARK DESCRIPTION RATING
1 HOURGA-RC-2601
U-0.022PER CALCS.
UNIT
ROOF DECK
2" CONCRETE PAVER ON PEDESTALS O/60 MIL TPO ROOF MEMBRANE (UL CLASS B) O/(1) LAYER 1/4" TYPE X GWB COVER BOARD O/SLOPED INSULATION (60 PSI MIN) 2" MIN (R-10) O/VAPOR BARRIER / TEMP ROOF O/(1) LAYER T&G SHEATHING PER STRUCT O/JOISTS PER STRUCT W/ R-10 / 1.55" SPRAY FOAM ( BASFWALLTITE) + R-38 BATT INSULATION O/1/2" RC CHANNEL O/(2) LAYER 5/8" TYPE "X" GWB W/INTERIOR FINISH PER SCHEDULE
SECTION MARK DESCRIPTION RATING
5 ENERGY CODE ASSEMBLY CALCULATIONS
NOTE: R04 ROOF IS THESAME ASSEMBLY AS R03EXCEPT FOR WALKINGSURFACE WHICH IS NOTINCLUDED IN THE UA CALCS.AREA OF THE R04 ROOF ISINCLUDED IN THE R03 AREASFOR ENERGY CODE.
G1.05ENERGY CODE1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
Vertical Fenestration Target Area Adjustment Calculations
C
VF = Vertical fenestration (exclude SLG) AG Wall = Above-grade wall (exclude SLW)SG = Exempt Single Glazing Gross Exterior Above-Grade Wall Area= VF + NW + DRNW = Net above grade wall (excluding VF, SG & DR) DR = Opaque doorsSLW = Street level gross wall below ceiling SLG = Area of window in Street level qualified wall
height and 20' per C402.3.1 SLT = Window area transferred to Street Level Retail wall from other areas
Proposed AreasVertical Fenestration (non-exempt) -> VF= 7505.6
Vertical Fenestration (exempt) -> SG=
Opaque -> NW= 40676.0 DR= 898.0
Street Level Retail -> SLT= n/a
Maximum Target Vertical Fenestration Calculation
Gross Exterior AG
Max Vert. Fen. %(C402.3.1)
Base Target Vert. Fen. Area
49079.6 x 30.0% 100 = 14723.9
Base Target Vert. Fen. Area
Window area transferred to Street Level Retail (SLT)
Maximum Target Vert. Fen. Area
Maximum Target Vert. Fen %
14723.9 = 14723.9 49079.6 = 30.0%
Vertical Fenestration Component Performance Target Area Adjustment CalculationTotal Vertical Fenestration
Delta Vertical Fenestration 0
Excess Vertical Fenestration
7505.6 14723.9 = -7218.3 greater =-7218.3
Excess Vertical Fenestration
Target Vertical Fenestration Target VF Multiplier
7505.6 = 7505.6 7505.6 = 1.00
Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult.
40676.0 = 40676.0 40676.0 = 1.00
ENV-UA Vertical Fenestration Target Area AdjustmentsVertical Fenestration Proposed Area Target VF Mult. Target Area
Non-metal frame 6763.6 x 1.00 = 6763.6
Metal frame, fixed 508.0 x 1.00 = 508.0
Metal frame, operable 116.0 x 1.00 = 116.0
Metal frame, entrance door 118.0 x 1.00 = 118.0
Above-grade Wall Proposed Area Target Net Wall Mult. Target Area
Steel Frame 2551.0 x 1.00 = 2551.0
Metal Building =Wood / Other frame 33824.0 x 1.00 = 33824.0
Mass 4301.0 x 1.00 = 4301.0
Sum of Proposed 48181.6 Sum of Target 48181.6
ENV-SHGC Vertical Fenestration Target Area AdjustmentsNon-North Vertical Fenestration Proposed Area Target VF Mult. Target Area
PF < 0.2 6774.2 x 1.00 = 6774.2
0.2 ≤ PF < 0.5 x =PF ≥ 0.5 x =
North Vertical Fenestration
PF < 0.2 731.4 x 1.00 = 731.4
0.2 ≤ PF < 0.5 x =PF ≥ 0.5 x =
Gross Exterior AG Wall
Non-exempt Vertical
Fenestration
All projects utilizing the street level retail glazing exception and those sharing window allowance with street level projects must submit the Maximum Target Vertical Fenestration Calculation.Component performance projects where vertical fenestration area exceeds maximum allowed per Section C402.3.1 require target area adjustment of all applicable envelope elements. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write-protected. Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms.
SHGC target areas in shaded boxes are applied to target areas on ENV-
SHGC
Multiplier applied to all Proposed Vertical
Fenestration Areas to calculate Target Vertical
Fenestration Area
Multiplier applied to all Proposed Opaque Above-
Grade Wall Areas to calculate Target Above-
Maximum Target
Target areas in shaded boxes are applied to
target areas on ENV-UA
Sum of target above-grade wall and vertical fenestration areas are calculated to equal the
sum of proposed
Non-exempt Vertical Fenestration
Skylight Target Area Adjustment Calculations
C
SKY= Skylight NR - Net roof (excludes skylight) Gross Exterior Roof Area = SKY + NR
Proposed AreasSkylight (Horizontal Fenestration) -> SKY=
Opaque Roof -> NR= 14114.0
Skylight Target Area Adjustment Calculation
Gross Exterior Roof Area
Max Skylight %(C402.3.1)
Maximum Skylight Fenestration Area
14114.0 x 5.0% 100 = 705.7
Total Skylight Area Maximum Target Delta Skylight Area 0
705.7 = -705.7 greater =-705.7
Total Skylight Area Excess Skylight Target Skylight Area Total Skylight Area Target SKY Multiplier
= =
Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult.
14114.0 = 14114.0 14114.0 = 1.00
ENV-UA and ENV-SHGC Target Area AdjustmentsSkylight Proposed Area Target SKY Mult. Target Area
All x =Roof Proposed Area Target Net Roof Mult. Target Area
Insulation Above Deck x =Metal Building x
Attic / All Others 14114.0 x 1.00 = 14114.0
Sum of Proposed 14114.0 Sum of Target 14114.0
Excess Skylight
Target areas in shaded boxes are applied to target
areas on ENV-UA
Multiplier applied to all Proposed Skylight Areas
to calculate Target Skylight Area
Multiplier applied to all Proposed Opaque Roof
Areas to calculate Target
Sum of target roof and skylight areas are
calculated to equal the sum of proposed
If skylight area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this
Building Permit Plans Checklist, pg. 1 ENV-CHK2012 Seattle Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Dec 2013
Project Address 1701 Dexter Ave N. Seattle WA 98109 Date 5/28/2014
Applicability (yes,no,na)
Code Section Component Compliance information required in permit documents
Location in Documents DPD Notes
SCOPE na C101.5.2 Low energy spaces Low energy spaces identified on plans
na C101.5.2.1C402.1.4
Semi-heated spaces Semi-heated spaces identified on plans
na C402.5 C402.6
Cooler and freezer spaces
Walk-in and refrigerated warehouse cooler and freezer spaces identified on plans
no C101.4.6 Mixed occupancy Spaces with different occupancy requirements identified on plansall same for energy code
na C101.4.4 C101.4.5
Change of occupancy/space conditioning
Existing F, S and U-occupancy building spaces undergoing a change of occupancy, space conditioning, or conversion to a residential dwelling unit from another occupancy that require compliance are identified on plans
ENVELOPE PROVISIONS
yes C303.1Insulation identification
Indicate identification mark shall be applied to all insulation materials A9.01- A9.03
yes C303.1.3 C402.4.3
Fenestration product rating
Fenestration products shall be labeled with rated U-factor, SHGC, VT, and leakage rating
Indicate installation methods, thicknesses, densities and clearances to achieve the intended R-value of all insulation materials;
Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered
Indicate R-value(s) of cavity/continuous insulation on roof sections;
Indicate framing materials on roof sections;
Indicate method of framing for ceilings below vented attics and vaulted ceilings per A102.2 (std, adv);
Provide area-weighted calculations for sloped insulation installed entirely above deck;
Indicate R-values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs
na C402.2.1Skylight curb insulation
Indicate curb insulation R-value on roof section if not included in skylight NFRC rating -
Indicate R-value(s) of cavity/continuous insulation on wall sections;
Indicate framing materials on wall sections;
Indicate method of framing for wood const per A103.2 (std, int, adv);
Indicate mass of masonry walls;
Indicate loose-fill core insulation material, percentage of cores filled, and frequency of grouted cores and bond beams for masonry walls;
Indicate method of protection of exposed exterior basement/crawlspace wall insulation
Indicate insulation R-values of ceilings, walls, doors, floors on sections;
Indicate method of minimizing door infiltration;
Indicate type(s) of transparent doors and windows
yes C402.2.7 Opaque doorsIndicate rated U-factor (swinging) or R-value (roll-up/sliding) on wall sections - applies to doors with less than 50% glazed area A3.31-A3.33
Indicate R-value(s) of cavity/continuous insulation on floor sections;
Indicate framing material on floor sections;
Indicate mass of masonry floors
Indicate R-value of continuous insulation on wall section or foundation detail;
Indicate insulation extends down vertically and/or horizontally the required distance from top of slab;
Indicate method of protection of exposed exterior slab edge insulation
Indicate R-value of continuous insulation on wall section or foundation detail;
Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab;
Indicate method of protection of exposed exterior slab edge insulation
na C402.2.8Radiant heating system insulation
Indicate insulation R-value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than radiantly heated slab-on-grade)
Radiantly heated slab-on-grade floor insulation
C402.2.6 C303.2.1
na
yes C402.2.6 C303.2.1
Slab-on-grade floor insulation
A9.01
A9.01
-
yes C402.2.5Floor over outdoor or unconditioned space insulation
A9.02
A9.02-
na C402.5 C402.6
Walk-in/refrigerated warehouse cooler and freezer insulation
The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Seattle Energy Code, Commercial Provisions.
yes C303.1.1 C402.2
General insulation installation
A9.01- A9.03
na C402.2.1Roof assembly insulation
A9.02A9.02STD PER STUCT.
-
-
yesC402.2.3 C402.2.4 C303.2.1
Above/below grade wall insulation
A9.01A9.01STD PER STRUCT
NOT IN CONDITION SPACE--
Building Permit Plans Checklist, pg. 2 ENV-CHK2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1
Project Address 1701 Dexter Ave N. Seattle WA 98109 Date 5/28/2014
Applicability (yes,no,na)
Code Section Component Compliance information required in permit documents
Location in Documents
Building Department Notes
yes C402.3.1Vertical fenestration maximum area
Provide calculation for total vertical fenestration area as percentage of gross above grade wall area
na C402.3.1.2Skylight maximum area
Provide calculation for total skylight area as percentage of gross roof area
Indicate U-factors, SHGC and VT values in fenestration schedules;
An area-weighted U-value may be used for all fenestration elements that qualify within the same fenestration category per Table C402.3;
Indicate if values are NFRC or default. If default then specify frame type, glazing layers, gap width, low-e coatings, gas-fill.
Provide calculations showing that percentage of overall conditioned floor area in the daylight zone is equal to or greater than 50%;
Indicate method of daylighting control in lighting equipment schedules;
Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC
Indicate high performance U-factors and SHGC values in fenestration schedules;
An area-weighted U-value may be used for all fenestration elements that qualify within the same fenestration category per this section
na C402.3.3 C402.3.3.1
Permanent shading devices
Provide projection factor calculations (Equation C4-2) and associated SHGC multipliers for north and non-north orientations
Provide calculations for percentage of conditioned floor area located within a skylight daylight zone;
Provide calculations for percentage of skylight area to daylight zone under skylights, OR;
Provide calculations for percentage of overall skylight effective aperture (Equation C4-1);
Indicate haze factor of skylight glazing material or diffuser
AIR LEAKAGEIndicate location of continuous air barrier on plans and sections;
Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method)
Indicate locations of all stairway and shaft vents;
Provide leakage rating of motorized dampers in mechanical equipment schedules;
Indicate method of emergency operation - activation of fire alarm or interruption of power
Indicate locations of all outside air intakes, exhausts and relief outlets, including those integral to mechanical equipment;
Provide in mechanical equipment schedules leakage rating of dampers, identify whether motorized or gravity, and note any exceptions taken
Indicate IC rating of fixtures in lighting equipment schedules;Indicate method of sealing between light fixture housing and wall or ceiling
na C402.4.6 Loading dock seals Indicate weather seal at cargo and loading dock doorsIndicate locations and dimensions of vestibules;
For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space
Indicate air barrier test method in accordance with ASTM E779 or approved equivalent;
Include the following requirements in project documents: (1) air barrier test report shall be submitted to jurisdiction once test is completed; (2) if test results exceed 0.4 cfm/ft2 at 0.3 in. wg then visually inspect air barrier and seal noted sources of leakage; (3) submit a follow-up report to jurisdiction noting corrective measures taken
If "no" is selected for any question, provide explanation: B.E.
yes C402.4 - .1.2.3
Air barrier building test
na C402.4.7 Vestibules
Recessed lighting in building envelope
C402.4.8na
yes C402.4.5.2Outdoor air intakes, exhausts and relief openings
Stairway and shaft vents
C402.4.5.1na
yes C402.4.1.1 C402.4.2
Air barrier construction and sealing
B.E.
na C402.3.1.2
Increased max. vertical fenestration area with high-performance glazing
Increased max. vertical fenestration area with daylighting controls
C402.3.1.1 Chap. 2 Definition
na
yesC402.3.3 C402.3.1.3 C303.1.3
U-factors, SHGC and VT for all fenestration assemblies
A6.01
-
A6.01
na C402.3.2Single story spaces requiring skylights
End of Building Permit Plans Checklist
G1.06PRESUBMITTAL NOTES1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
G1.07PRESUBMITTAL NOTES1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
DR1.1RENDERED/SHADOWED ELEVATIONS1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
NOT TO SCALE4 EAST ELEVATION
NOT TO SCALE3 WEST ELEVATION
NOT TO SCALE1 SOUTH ELEVATION
NOT TO SCALE2 NORTH ELEVATION
Outline of adjacent building to the south
Outline of adjacent buildings to the north
FOR COLOR REFERENCE ONLY. FINAL ELEVATION LAYOUTS PER A3.01-A3.04
FIBER CEMENTPANEL SIDING
SCUPPER & DOWNSPOUT
FIBER CEMENT LAP SIDING
FIBER CEMENT PANEL SIDING
MTL.GUARD RAIL
CORTEN STEEL SIDING
OPEN PLANTER RAIL BETWEEN DECKS
VINYLWINDOW
FIBER CEMENT PANEL SIDING
CIP CONCRETE WALL
CORTEN STEEL SIDING
FIBER CEMENTLAP SIDING
FIBER CEMENTPANEL SIDING
MTL.GUARD RAIL
VINYLWINDOW
CONC. FRAME
MTL. GUARD RAIL
OPEN PLANTER RAILBETWEEN DECKS
FIBER CEMENT SIDINGCORTEN STEEL
SIDING
MTL. GUARD RAIL
CORTEN PLANTER (OUTBOARDOF RAILING) TYP.
FIBER CEMENT SIDING
CONC. FRAME
MTL. GUARD RAIL
FIBER CEMENT SIDING
CORTEN STEEL SIDING
VINYL WINDOW
METAL GUARD RAIL
FIBER CEMENT PANELSIDING (BEYOND)
CONC. FRAME
ELEVATED MTL. RAIL& WALKAY, PNTD.
METAL GUARD RAIL
WOOD PANEL SIDING
STOREFRONT
OVERHEAD COILINGGRILL DOOR
CORTEN PLANTER(OUTBOARD OF RAILING)TYP. @ EAST ELEVATION
CIP ARCH CONC
VINYL SLIDING DOOR
MTL. GREEN SCREEN @PRIVATE PATIOS
TRASH ROOMENTRANCE GATE
FIBER CEMENT PANEL SIDING
FIBER CEMENT LAP SIDING
VINYLWINDOW
CIP CONC. WALLALLEY ENTRANCE GATE
DR1.2RENDERED/SHADOWED ELEVATIONS1701 Dexter Ave N Seattle, WA 98109
Proje
ct
Issua
nce
Shee
t © 2014 Bushnaq Studio, LLC. Bushnaq Studio, LLC expressly reserves its common law copyright and other property rights in this document. All
drawn and written information incorporated herein, as an instrument of professional practice, is the property of Bushnaq Studio, LLC, and is not to
be used in whole or in part without the written authorization of Bushnaq Studio, LLC.
TEL 206.257.3345 BUSHNAQ STUDIO, LLCMAIL 3210 BEACON AVE S SUITE 130 SEATTLE, WA 98144
EMAIL [email protected]
BUILDING PERMIT 6401048,SHORING PERMIT 6391341,MUP 3015186, 3008741
100% CONSTRUCTION DOCUMENTS 3.12.15
NOT TO SCALE2 CORRIDOR GRID 5.1 LOOKING EAST
NOT TO SCALE1 CORRIDOR GRID 5.1 LOOKING WEST
NOT TO SCALE3 CORRIDOR GRID 3.2 LOOKING EAST
NOT TO SCALE4 COURTYARD SECTION LOOKING NORTH
FOR COLOR REFERENCE ONLY. FINAL ELEVATION LAYOUTS PER A3.12