Z:@ACTIVE PROJECTSReligiousAnjuman-E-Burhani …
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TOE OF SLOPE DITCH TOP DITCH TOP DITCH TOP DITCH TOP DITCH BOTTOM BUS TRACT 8 1 5 ' D WY 88.3' 34.5' ASPHALT ROADWAY ASP HA L T R O AD WAY A S P H PSS(R) - DOWN 7.5' AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV AWP BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CG CH CI CJ CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CTR CU D DBL DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EQ EQUIP ESCAL EXH EXP EXIST FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRT FT FTG FUT FVC FWC FWP GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HCWD HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT CAST-IN-PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE CORRIDOR CARPET CASEWORK CENTER CUBIC DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR, FLOORING FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIRE RETARDANT TREATED FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GAGE GALVANIZED GENERAL, GENERATOR GLASS-FIBER REINFORCED CONCRETE GLASS-FIBER REINFORCED GYPSUM GLASS-FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE WOOD HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT IWD JAN JT KIT L LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT S SCWD SCHED SD SECT SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ SS SST STC STD STL STOR STRUCT SUSP T T&G TEL TEMP TER THK TMPD TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/O WC WD WH WP WR WT WWF XFMR INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR INDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAZZO THICK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER MFL MAXIMUM FORESEEABLE LOSS ARCHITECT: ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323 SEATTLE WA, 98104 TEL: (206) 624-4222 CONTACT: SAM CAMERON EMAIL: [email protected] CIVIL: DCI ENGINEERS 818 STEWART ST, SUITE 1000 SEATTLE, WA 98101 TEL: (206) 332-1900 CONTACT: DARREN SIMPSON EMAIL: [email protected] STRUCTURAL: DCI ENGINEERS 818 STEWART ST, SUITE 1000 SEATTLE, WA 98101 TEL: (206) 332-1900 CONTACT: BRENT ROBINSON EMAIL: [email protected] MECHANICAL: FSI CONSULTING ENGINEERS 506 SECOND AVE, SUITE 700 SEATTLE, WA 98104 TEL: (206) 622-3321 CONTACT: MICHAEL ESHELMAN EMAIL: [email protected] GEOTECHNICAL: ROBINSON NOBLE 17625 130TH AVE NE, SUITE 120 WOODINVILLE, WA 98072 TEL: (425) 488-0599 CONTACT: RICK POWELL EMAIL: [email protected] OWNER/DEVELOPER: ANJUMAN E BURHANI 15252 NE 51ST STREET REDMOND, WA 98052 TEL: (425) 443-9520 CONTACT: ALI HABIB EMAIL: [email protected] SURVEYOR GEODIMENSIONS 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 TEL: (425) 458-4488 CONTACT: KEN GREEN EMAIL: [email protected] TRAFFIC JAKE TRAFFIC ENGINEERING, INC 7731 8TH AVE SW SEATTLE, WA 98106 TEL: (206) 762-1978 CONTACT: MARK JACOBS EMAIL: [email protected] ARBORIST NORTHWEST ARBORVITAE 8318 26TH AVE NW SEATTLE, WA 98117 TEL: (206) 789-3283 CONTACT: TINA COHEN EMAIL: [email protected] LANDSCAPE: J.A. BRENNAN ASSOCIATES, PLLC 100 S KING ST, SUITE 200 SEATTLE, WA 98104 TEL: (206) 583-0620 CONTACT: MIKE PERFETTI EMAIL: [email protected] SECTION 14, TOWNSHIP 25 NORTH, RANGE 05 EAST SITE SIZE: 48,978.65 SQUARE FEET OR 1.1244 ACRES OVERALL SCOPE: THE PROJECT WILL BE APPROXIMATELY 22,000 SF OF A NEW MOSQUE FACILITY TO INCLUDE PRAYER AREAS, CLASSROOMS, KITCHEN AND DINING FACIILITIES. S.R. 520 SOUTH 154TH AVE NE 155TH AVE NE NE 54TH ST. NE 5 1 ST ST R EE T NE 55TH ST. ANJUMAN E BURHANI S.R. 520 NORTH 154TH AVE NE 154TH PL. NE APPLICABLE CODES: IBC 2009 REDMOND ZONING CODE (RMC TITLE 21) ZONING: R-5 (SINGLE FAMILY URBAN RESIDENTIAL) IBC CONSTRUCTION TYPE: IIA & IIB (FULLY SPRINKLED) OCCUPANCY TYPE: A-3 BUILDING AREA: LOT AREA = 48,979 SF LOT COVERAGE (IMPERVIOUS): 35,727 / 48,979 = 72.9% ALLOWED = 75% LOT COVERAGE (BUILDING): 10,409 / 48,979 = 21.3% ALLOWED = 40% PAVED AREA: 25,318 SF BUILDING FOOT PRINT: 10,409 SF BUILDING DATA: GROUND LEVEL: 2,520 SF MAIN LEVEL: 11,325 SF UPPER LEVEL: 8,811 SF TOTAL: 22,657 SF YARDS AND SETBACKS: FRONT = 20'-0" SIDE = 20'-0" REAR = 20'-0" 5' HORIZ. SETBACK FOR EACH 1' ABOVE 30' TOWER MAXIMUM BUILDING HEIGHT = 35'-0" HEIGHT AND ACCESSORY STRUCTURE = 15'-0" AVERAGE GRADE = 320' - 6" MAX BLDG HT FROM AVERAGE GRADE = 50'-0" PROPOSED BLDG HT = 48'-0" LANDSCAPE: OPEN SPACE REQUIRED (TOTAL TO BE 20% OF LOT AREA) (.20 x 48,979) = 9,796 SF OPEN SPACE PROVIDED 11,005 SF LANDSCAPE AREA REQUIRED (TOTAL TO BE 5% OF LOT AREA) (.05 x 48,979) = 2,450 SF LANDSCAPE AREA PROVIDED 17,049 SF PARKING: PER 21.12.040B (RELIGIOUS INSTITUTIONS) VEHICULAR REQUIRED: 30 SPACES PROVIDED: 36 SPACES BICYCLE: 1/12,000 GFA (LONG TERM) PROVIDED: 6 MATCH LINE SEE E F AFF AFF XX A-XXX XX A-XXX XX/A-XXX X XXXXX XX XXXXXX XX XX'-XX" MAT F-XXX XX'-XX" X.X X.X X.X X.X XX A.XXX XX A.XXX XX A.XXX XX A-XXX X.X EL XXX.XX EL. XXX'-XX" BUILDING SECTION INDICATOR WALL SECTION INDICATOR ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE INDICATOR EXISTING COLUMN GRIDLINE INDICATOR (DOOR) OPENING INDICATOR DATUM INDICATOR OR WORK POINT ROOM INDICATOR WALL TYPE INDICATOR WINDOW INDICATOR INTERIOR ELEVATION INDICATOR DRAWING REVISION INDICATOR NEW COLUMN GRIDLINE INDICATOR SPOT ELEVATION INDICATOR FINISH INDICATOR CEILING-MOUNTED 1'X4' FLUORESCENT LIGHT (EXPOSED) CEILING-MOUNTED STRIP FLUORESCENT LIGHT (HIDDEN) CEILING-MOUNTED STRIP FLUORESCENT LIGHT WALL-MOUNTED STRIP FLUORESCENT LIGHT DOWNLIGHT ACCENT DOWNLIGHT WALL-WASHER DOWNLIGHT SCONCE-TYPE (WALL-MOUNTED) LIGHT WALL-MOUNTED EXIT LIGHT CEILING-MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES HVAC DIFFUSERS (SIZE AND TYPE PER MECH. DWGS) HVAC RETURNS/EXHAUSTS (SIZE AND TYPE PER MECH DWGS) HVAC ITEMS MISCELLANEOUS INDICATORS CEILING HEIGHT INDICATOR KEYNOTE & FLAGNOTE CEILING HEIGHT/MATERIAL/FINISH INDICATOR FINISH (PER FINISH LEGEND) MATERIAL (PER FINISH LEGEND) HEIGHT (NON-RATED PARTITION) PARTITIONS (1-HOUR RATED PARTITION) (2-HOUR RATED PARTITION) (3-HOUR RATED PARTITION) (4-HOUR RATED PARTITION) FURNITURE INDICATOR GRAPHIC/SIGNAGE INDICATOR EQUIPMENT INDICATOR FIXTURE INDICATOR WALL-MOUNTED EXIT LIGHT XXXX ROOM NAME X XXXXX F XXXXX G XXXXX RCP SYMBOLS XX XX XX SMOKE BARRIER SMOKE PARTITION S S S S XX A-XXX XX A-XXX XX XX XX X.X XX'-XX" XXXXXXX SUSPENDED 1'X4' FLUORESCENT LIGHT WALL MOUNTED BRACKETED LIGHT FIXTURE FE FIRE EXTINGUISHERS IN WALL- MOUNTED CABINET NEW TYPE OF WORK EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) PLAN SYMBOLS FE MOUNTED TO WALL WITH BRACKET 1. DO NOT SCALE THE DRAWINGS. 2.VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4.DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO CENTER LINE OF WALLS, UNLESS OTHERWISE INDICATED. 5.DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. A N J U M A N E B U R H A N I N E 51ST STR E ET Project No. Checked: Drawn: Design: 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON Issuance Drawing Title Drawing Number 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 [email protected] REVISION DATE OWNER: COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC 15252 NE 51ST ST. REDMOND, WA 98052 C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:34 PM P1.00 COVER SHEET C SITE PLAN ENTITLEMENT SEATTLE MASJID ANJUMAN E BURHANI ANJUMAN E BURHANI 15252 NE 51ST ST REDMOND, WA 98052 TEL: (425) 443-9520 [email protected] LAND-2013-00171 DS/SC SH DS/SC 02/06/2014 DRAWING INDEX VICINITY MAP PROJECT DIRECTORY ABBREVIATIONS REFERENCE SYMBOLS GENERAL NOTES SCOPE OF WORK PARCEL MAP BUILDING CODE CRITERIA (PROPERTY) LEGAL DESCRIPTION PARCEL NUMBER BUILDING ADDRESS 2182500082 & 2182500080 15525 NE 51ST STREET REDMOND, WA 98052 TAX PARCEL NO. 2182500082 TRACT 8 OF EAST SIDE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1011.34 FEET THEREOF; AND EXCEPT THE EAST 230 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2716295; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN SUPERIOR COURT CAUSE NO. 750450 FOR S.R. 520: SITUATE IN KING COUNTY, WASHINGTON. TAX PARCEL NO. 2182500080 TRACT 8 OF EAST SIDE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1011.34 FEET THEREOF; AND EXCEPT THE EAST 230 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2716295; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN SUPERIOR COURT CAUSE NO. 750450 FOR S.R. 520: SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. A SHEET INDEX P1.00 COVER SHEET C P1.01 SITE PLAN P1.02 SITE SETBACKS P1.03 SITE SETBACKS P1.04 OVERFLOW PARKING P2.01 FLOOR PLANS P2.02 FLOOR PLANS P2.03 FLOOR PLANS P2.04 ROOF PLANS P2.05 ROOF PLANS P3.01 BUILDING ELEVATIONS P3.02 BUILDING ELEVATIONS P3.03 BUILDING ELEVATIONS P4.01 LIGHTING PLAN P5.01 SCREENING PLAN A A A A A A A A A A A A A A A
Transcript of Z:@ACTIVE PROJECTSReligiousAnjuman-E-Burhani …
TOE OF SLOPE
DITCH TOP
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DITCH BOTTOM
BUS
TRACT 8
15'DWY
88.3'
34.5'
ASPHALT ROADWAY
ASPHALT ROADWAY ASPH
PSS( R
) - DO
WN
7 .5'
ACACCACPACSTADADDMADJAFFAHUALTALUMANODAPPROXAPTARCHAUTOAVAWP
BBBDBLDGBLKGBOBOTBRGBRZBSMTBUR
CABCBCEMCERCGCHCICJCIPCLCLGCLOCLRCMUCOCOLCOMMCONCCONNCONSTRCONTCORRCPTCSWKCTRCU
DDBLDEMODETDFDIADIAGDIMDIVDMPFDNDRDSDWDWGDWR
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EJELELECELEVENCLEPEQEQUIPESCALEXHEXPEXIST
FAFCIO
FDFDC
FDTNFEFEC
FHFHCFIGFINFLEXFLRFLUORFOFOIC
FPFRFRMGFRTFTFTGFUTFVCFWCFWP
GAGALVGENGFRC
GFRG
GFRP
GLGYPGYP BD
HHBHCWDHDHDBDHDWHDWDHMHOHORIZHRHTHVAC
ASPHALTIC CONCRETEACCESSIBLEACOUSTICAL CEILING PANELACOUSTICALAREA DRAINADDENDUMADJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMANODIZEDAPPROXIMATEAPARTMENTARCHITECT, ARCHITECTURALAUTOMATICAUDIO VISUALACOUSTICAL WALL PANEL(S)
BULLETIN BOARDBOARDBUILDINGBLOCKINGBOTTOM OFBOTTOMBEARINGBRONZEBASEMENTBUILT UP ROOFING
CABINETCATCH BASINCEMENT, CEMENTITIOUSCERAMICCORNER GUARDCOAT HOOKCAST IRONCONTROL JOINTCAST-IN-PLACECENTERLINECEILINGCLOSETCLEARCONCRETE MASONRY UNITCLEAN OUT, CASED OPENINGCOLUMNCOMMUNICATIONCONCRETECONNECTION, CONNECTCONSTRUCTIONCONTINUOUS, CONTINUECORRIDORCARPETCASEWORKCENTERCUBIC
DEEP, DEPTHDOUBLEDEMOLISH, DEMOLITIONDETAILDRINKING FOUNTAINDIAMETERDIAGONAL, DIAGRAMDIMENSIONDIVIDE, DIVISIONDAMPPROOF, DAMPPROOFINGDOWNDOOR, DRESSING ROOMDOWNSPOUTDISHWASHERDRAWINGDRAWER
EASTEXTERIOR INSULATION ANDFINISH SYSTEMEXPANSION JOINTELEVATIONELECTRIC, ELECTRICALELEVATORENCLOSE, ENCLOSUREELECTRIC PANELEQUALEQUIPMENTESCALATOREXHAUSTEXPANSION, EXPOSEDEXISTING
FIRE ALARMFURNISHED BY CONTRACTOR/INSTALLED BY OWNERFLOOR DRAINFIRE DEPARTMENTCONNECTIONFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHERCABINETFIRE HYDRANTFIRE HOSE CABINETFIGUREFINISH, FINISHEDFLEXIBLEFLOOR, FLOORINGFLUORESCENTFACE OF, FINISHED OPENINGFURNISHED BY OWNER/INSTALLED BY CONTRACTORFIRE PROTECTION, FIREPROOFFRAME, FIRE RATEDFRAMINGFIRE RETARDANT TREATEDFOOT, FEETFOOTINGFUTUREFIRE HOSE VALVE CABINETFABRIC WALL COVERINGFABRIC WRAPPED PANEL(S)
GAGEGALVANIZEDGENERAL, GENERATORGLASS-FIBERREINFORCED CONCRETEGLASS-FIBERREINFORCED GYPSUMGLASS-FIBERREINFORCED PLASTICGLASSGYPSUMGYPSUM BOARD
HIGHHOSE BIBBHOLLOW CORE WOODHAND DRYERHARDBOARDHARDWAREHARDWOODHOLLOW METALHOLD OPENHORIZONTALHOURHEIGHTHEATING, VENTILATING, AND AIR CONDITIONING
IDINCLINFOINSULINTIWD
JANJT
KIT
LLAMLAULAVLTLTG
MASMATLMAXMECHMEDMEMBMEZZMGT
MFRMHMINMISCMOMSMTDMTLMVBL
NNICNONOMNTS
OCOHODOPNGOPPORDOTS
PBDPRCSTPDPERPPLAMPLASPLYWDPNLPLPRPRKGPROPPTPTN
RRCPRDREFREFREINFREQDREVRFGRMRORT
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TT>ELTEMPTERTHKTMPDTOTSTATTVTYP
UGNDUNFINUON
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WW/W/OWCWDWHWP
WRWTWWF
XFMR
INSIDE DIAMETERINCLUDE, INCLUDINGINFORMATIONINSULATE, INSULATIONINTERIORINDIRECT WASTE DRAIN
JANITORJOINT
KITCHEN
LONGLAMINATE, LAMINATEDLAUNDRYLAVATORYLIGHTLIGHTING
MASONRYMATERIALMAXIMUMMECHANICALMEDIUMMEMBRANEMEZZANINEMANAGEMENT
MANUFACTURE, MANUFACTUREMANHOLEMINIMUM, MINUTEMISCELLANEOUSMASONRY OPENINGMOP SINKMOUNTEDMETALMOVABLE
NORTHNOT IN CONTACTNUMBERNOMINALNOT TO SCALE
ON CENTEROVERHEADOUTSIDE DIAMETEROPENINGOPPOSITEOVERFLOW ROOF DRAINOPEN TO STRUCTURE ABOVE
PARTICLEBOARDPRECASTPLANTER DRAINPERPENDICULARPLASTIC LAMINATEPLASTERPLYWOODPANELPROPERTY LINEPAIRPARKINGPROPERTYPAINT, POINT, PRESSURE TREATEDPARTITION
RADIUS, RISERREFLECTED CEILING PLANROOF DRAIN, ROADREFER TO, REFERENCEREFRIGERATORREINFORCED, REINFORCINGREQUIREDREVISED, REVISIONROOFINGROOMROUGH OPENINGRIGHT
SOUTHSOLID CORE WOODSCHEDULESTORM DRAINSECTIONSINGLESHEETSHEATHINGSIMILARSPECIFICATIONSPRINKLERSPEAKERSQUARESERVICE SINKSTAINLESS STEELSOUND TRANSMISSION CLASSSTANDARDSTEELSTORAGESTRUCTURALSUSPENDED
TREADTONGUE AND GROOVETELEPHONETEMPERATURE, TEMPORARYTERRAZZOTHICK, THICKNESSTEMPEREDTOP OFTHERMOSTATTELEVISIONTYPICAL
UNDERGROUNDUNFINISHEDUNLESS OTHERWISE NOTED
VERTICALVESTIBULEVENEERVAPOR RETARDERVINYL WALLCOVERING
WEST, WIDEWITHWITHOUTWATER CLOSET, WALLCOVERINGWOODWALL HYDRANTWEATHERPROOF, WATERPROOF,WATERPROOFING, WORK POINTWATER RESISTANTWEIGHTWELDED WIRE FABRIC
TRANSFORMER
MFL MAXIMUM FORESEEABLE LOSS
ARCHITECT: ROLLUDA ARCHITECTS105 S MAIN ST, SUITE 323SEATTLE WA, 98104TEL: (206) 624-4222CONTACT: SAM CAMERONEMAIL: [email protected]
CIVIL: DCI ENGINEERS818 STEWART ST, SUITE 1000SEATTLE, WA 98101TEL: (206) 332-1900CONTACT: DARREN SIMPSONEMAIL: [email protected]
STRUCTURAL: DCI ENGINEERS818 STEWART ST, SUITE 1000SEATTLE, WA 98101TEL: (206) 332-1900CONTACT: BRENT ROBINSONEMAIL: [email protected]
MECHANICAL: FSI CONSULTING ENGINEERS506 SECOND AVE, SUITE 700SEATTLE, WA 98104TEL: (206) 622-3321CONTACT: MICHAEL ESHELMANEMAIL: [email protected]
GEOTECHNICAL: ROBINSON NOBLE17625 130TH AVE NE, SUITE 120WOODINVILLE, WA 98072TEL: (425) 488-0599CONTACT: RICK POWELLEMAIL: [email protected]
OWNER/DEVELOPER: ANJUMAN E BURHANI15252 NE 51ST STREETREDMOND, WA 98052TEL: (425) 443-9520CONTACT: ALI HABIBEMAIL: [email protected]
SURVEYOR GEODIMENSIONS10801 MAIN ST, SUITE 102BELLEVUE, WA 98004TEL: (425) 458-4488CONTACT: KEN GREENEMAIL: [email protected]
TRAFFIC JAKE TRAFFIC ENGINEERING, INC7731 8TH AVE SWSEATTLE, WA 98106TEL: (206) 762-1978CONTACT: MARK JACOBSEMAIL:[email protected]
ARBORIST NORTHWEST ARBORVITAE8318 26TH AVE NWSEATTLE, WA 98117TEL: (206) 789-3283CONTACT: TINA COHENEMAIL: [email protected]
LANDSCAPE: J.A. BRENNAN ASSOCIATES, PLLC100 S KING ST, SUITE 200SEATTLE, WA 98104TEL: (206) 583-0620CONTACT: MIKE PERFETTIEMAIL: [email protected]
SECTION 14, TOWNSHIP 25 NORTH, RANGE 05 EAST
SITE SIZE:48,978.65 SQUARE FEET OR 1.1244 ACRES
OVERALL SCOPE: THE PROJECT WILL BE APPROXIMATELY 22,000 SF OF A NEW MOSQUE FACILITY TO INCLUDEPRAYER AREAS, CLASSROOMS, KITCHEN AND DINING FACIILITIES.
S.R.
520 S
OUTH
154T
H AV
E NE
155T
H AV
E NE
NE 54TH ST.
NE 51ST STREET
NE 55TH ST.
ANJUMAN EBURHANI
S.R.
520 N
ORTH
154T
H AV
E NE
154T
H PL
. NE
APPLICABLE CODES:
IBC 2009REDMOND ZONING CODE(RMC TITLE 21)
ZONING:
R-5 (SINGLE FAMILY URBAN RESIDENTIAL)
IBC CONSTRUCTION TYPE:
IIA & IIB (FULLY SPRINKLED)
OCCUPANCY TYPE:
A-3
BUILDING AREA:
LOT AREA = 48,979 SF
LOT COVERAGE (IMPERVIOUS):35,727 / 48,979 = 72.9%ALLOWED = 75%
LOT COVERAGE (BUILDING):10,409 / 48,979 = 21.3%ALLOWED = 40%
PAVED AREA:25,318 SF
BUILDING FOOT PRINT:10,409 SF
BUILDING DATA:
GROUND LEVEL: 2,520 SFMAIN LEVEL: 11,325 SFUPPER LEVEL: 8,811 SFTOTAL: 22,657 SF
YARDS AND SETBACKS:
FRONT = 20'-0"SIDE = 20'-0"REAR = 20'-0"5' HORIZ. SETBACK FOR EACH 1' ABOVE 30'
TOWER MAXIMUM BUILDING HEIGHT = 35'-0"HEIGHT AND ACCESSORY STRUCTURE = 15'-0"AVERAGE GRADE = 320' - 6"MAX BLDG HT FROM AVERAGE GRADE = 50'-0"PROPOSED BLDG HT = 48'-0"
LANDSCAPE:
OPEN SPACE REQUIRED(TOTAL TO BE 20% OF LOT AREA)(.20 x 48,979) = 9,796 SF
OPEN SPACE PROVIDED11,005 SF
LANDSCAPE AREA REQUIRED(TOTAL TO BE 5% OF LOT AREA)(.05 x 48,979) = 2,450 SF
LANDSCAPE AREA PROVIDED17,049 SF
PARKING:PER 21.12.040B (RELIGIOUS INSTITUTIONS)
VEHICULARREQUIRED: 30 SPACESPROVIDED: 36 SPACES
BICYCLE: 1/12,000 GFA (LONG TERM)PROVIDED: 6
MATCH LINESEE
E
F
AFF
AFF
XXA-XXX
XX
A-XXX
XX/A-XXX X
XXXXX
XX XXXXXX
XX XX'-XX"
MAT F-XXXXX'-XX"
X.X X.X X.X X.X
XXA.XXX
XXA.XXX
XXA.XXX
XXA-XXX
X.X
EL XXX.XX EL. XXX'-XX"
BUILDING SECTION INDICATOR WALL SECTION INDICATOR
ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR
EXTERIOR ELEVATION INDICATOR
MATCH LINE INDICATOR
EXISTING COLUMN GRIDLINE INDICATOR
(DOOR) OPENING INDICATOR
DATUM INDICATOR OR WORK POINT
ROOM INDICATOR
WALL TYPE INDICATOR
WINDOW INDICATOR
INTERIOR ELEVATION INDICATOR
DRAWING REVISION INDICATOR
NEW COLUMN GRIDLINE INDICATOR
SPOT ELEVATION INDICATOR
FINISH INDICATOR
CEILING-MOUNTED1'X4' FLUORESCENT LIGHT
(EXPOSED) CEILING-MOUNTEDSTRIP FLUORESCENT LIGHT
(HIDDEN) CEILING-MOUNTEDSTRIP FLUORESCENT LIGHT
WALL-MOUNTEDSTRIP FLUORESCENT LIGHT
DOWNLIGHT
ACCENT DOWNLIGHT
WALL-WASHER DOWNLIGHTSCONCE-TYPE(WALL-MOUNTED) LIGHT
WALL-MOUNTED EXIT LIGHTCEILING-MOUNTED EXIT LIGHT
STANDARD LIGHT FIXTURES
HVAC DIFFUSERS(SIZE AND TYPE PERMECH. DWGS)
HVAC RETURNS/EXHAUSTS(SIZE AND TYPE PERMECH DWGS)
HVAC ITEMS
MISCELLANEOUS INDICATORS
CEILING HEIGHT INDICATOR
KEYNOTE & FLAGNOTE
CEILING HEIGHT/MATERIAL/FINISH INDICATOR
FINISH (PER FINISH LEGEND)MATERIAL (PER FINISH LEGEND)
HEIGHT
(NON-RATED PARTITION)
PARTITIONS
(1-HOUR RATED PARTITION)(2-HOUR RATED PARTITION)(3-HOUR RATED PARTITION)(4-HOUR RATED PARTITION)
FURNITURE INDICATORGRAPHIC/SIGNAGE INDICATOR
EQUIPMENT INDICATORFIXTURE INDICATOR
WALL-MOUNTED EXIT LIGHT
XXXXROOM NAME X XXXXX
F XXXXXG XXXXX
RCP SYMBOLS
XX XX XX
SMOKE BARRIERSMOKE PARTITIONS S S S
XX
A-XXX
XX
A-XXX XX
XX
XX
X.X
XX'-XX"XXXXXXX
SUSPENDED1'X4' FLUORESCENT LIGHTWALL MOUNTEDBRACKETED LIGHT FIXTURE
FE
FIRE EXTINGUISHERS
IN WALL-MOUNTEDCABINET
NEW
TYPE OF WORK
EXISTING TO REMAIN(SHOWN SHADED)
EXISTING TO BE DEMOLISHED(SHOWN DASHED)
PLAN SYMBOLS
FEMOUNTED TO WALLWITH BRACKET
1. DO NOT SCALE THE DRAWINGS.
2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THEWORK.
3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONESHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATEALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFYTHE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.
4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO CENTER LINE OF WALLS, UNLESSOTHERWISE INDICATED.
5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BELOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACEOF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS ANDCASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS.
ANJUMAN E BURHANI
NE 51ST STREET
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:34 PM
P1.00
COVER SHEET C
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
DRAWING INDEXVICINITY MAPPROJECT DIRECTORYABBREVIATIONS REFERENCE SYMBOLS
GENERAL NOTES
SCOPE OF WORK
PARCEL MAP BUILDING CODE CRITERIA
(PROPERTY) LEGAL DESCRIPTION
PARCEL NUMBER
BUILDING ADDRESS
2182500082 & 2182500080
15525 NE 51ST STREETREDMOND, WA 98052
TAX PARCEL NO. 2182500082TRACT 8 OF EAST SIDE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OFPLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1011.34 FEETTHEREOF; AND EXCEPT THE EAST 230 FEET THEREOF; AND EXCEPT THAT PORTION THEREOFCONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2716295;AND EXCEPT THAT PORTION THEREOF CONDEMNED IN SUPERIOR COURT CAUSE NO. 750450 FORS.R. 520:
SITUATE IN KING COUNTY, WASHINGTON.
TAX PARCEL NO. 2182500080TRACT 8 OF EAST SIDE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OFPLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1011.34 FEETTHEREOF; AND EXCEPT THE EAST 230 FEET THEREOF; AND EXCEPT THAT PORTION THEREOFCONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2716295;AND EXCEPT THAT PORTION THEREOF CONDEMNED IN SUPERIOR COURT CAUSE NO. 750450 FORS.R. 520:
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
A
SHEET INDEX
P1.00 COVER SHEET CP1.01 SITE PLANP1.02 SITE SETBACKSP1.03 SITE SETBACKSP1.04 OVERFLOW PARKINGP2.01 FLOOR PLANSP2.02 FLOOR PLANSP2.03 FLOOR PLANSP2.04 ROOF PLANSP2.05 ROOF PLANSP3.01 BUILDING ELEVATIONSP3.02 BUILDING ELEVATIONSP3.03 BUILDING ELEVATIONSP4.01 LIGHTING PLANP5.01 SCREENING PLAN
AAAAAAAA
A
AAAAAA
LP
340.32
340.63
340.67
340.67
341.05
341.0434
1.05
340.84
330.5
332.59
332.40
333.4
341.21
340.81
340.17
337.1
339.3
340.3
342.8
338.8
339.0
340.6
339.1
338.2
337.6
337.0
336.2
335.9
336.4
PP
WM337.2
315.6
314.9
336.0
335.6
336.2
336.9
338.0
338.6
334.3
332.3
332.0
329.4329.7330.6
335.4
332.3
330.6
329.6
327.8327.8328.7
339.7340.6
336.2
331.1
329.0
327.6
326.4326.3327.2
333.3
332.1
327.9
325.9
325.6
324.4
324.4
325.6
TMH
EHH
EHH
EVEHH
340.69
340.74
340.30
340.30
340.22
340.27
EHH
EV
THH
WMH
332.7
333.2
334.2
WM
EHH
EHH
LPEHH
334.9
335.2
333.7
332.1
332.7
324.8
321.4
309.4
313.6
315.4
318.6
320.2
318.8
324.6
313.8
312.0
314.3
315.9
314.8
316.0
318.1
316.2
317.9
319.2
317.2
319.1
321.1
319.6 321.4
323.0
321.9
323.7
325.4
323.2
324.6
326.7
324.9325.9
DITCH TOP
DITCH TOP
DITCH TOP
DITCH TOP
DITCH BOTTOM
6"C
6"C
6"C
6"C6"C
BUS
NE 51STST
6'CLF
6'CLF
6'CLF
6'CLF
6'CLF
7.5' 5'WDF 5'WDF
5'WD
F
5'CW
5'CW
5'CW
5'CW
5'CW
DOUBLE YELLOW
DOUBLE YELLOW
DASHED WHITE
DASHED WHITE
DOUBLE YELLOWDASHED WHITE
SOLID WHITE
SOLID
WH
ITE SOLID
WH
ITE
SOLID
WH
ITE
POWER TRANSFORMEREHH
ECD
(P)EC
D(P)
ECD(P)ECD(P)
ECD(P)
ECD(P)
ECD(P)
ECD(P)
ECD
(P)
TCD(P)TCD(P)
TCD(P)
TCD(
G(P)
G(P)
4"G IP(R)
4"G IP(R)
(310)
(315)
(315)
(315)
(320)
(325)
(330)
(335)
(320)
(325)
(330)
(335)
(340)
(335)
(335)
(330)
(325)
(340)
(340)
(335)
(320)
(313)
(314)
(316)
(317)
(318)
(319)
(321)
(322)
(323)
(324)
(308)
(309)
(326)
(327)
(328)
(329)
(331)
(332)
(333)
(334)
(336)
(337)
(342)
(341)
(338)
(339)
(336)
(337)
(338)
(339)
(332)
(333)
(334)
(336)
(337)
(338)
(339)
(331)(3
32)(333)(334)
(326)
(327)
(328)
(329)
(326)
(327)
(328)
(329)
(321)
(322)
(323)
(324)
(316)
(317)
(318)
(319)
BUS STOP SIGN
HIGHWAY DIRECTION SIGN
"RAMP METERED AHEADWHEN FLASHING"
S(R) - D
OW
N 7 .5 '
W(P)
W(P)
W(P)
12"W(P) W(P)5+00
6+00
7+00
4+00
8+00
L
L
L
L
L
UP
UP
SS
S S S S S S S S
SS
SS
W
W
W
W
W
W
WW
WW
WW
WW
WW
WW
XXXXXXX
X
X
X
X
X
X
X
X
X
X
XX
X
X
XX
XX
// //// // // //// // ////
/ /
////
// ////
X
X
XX
XX
SS
// ////// ////
W
W
W
W
UTILITY POLE
RET. WALL
SPOT ELEVATION
CATCH BASIN
ASPHALT SURFACE
CENTERLINE OF ROADBUILDING LINE
( ) RECORD AS NOTED
SANITARY SEWER MANHOLE
FOUND MONUMENT AS NOTED
HCR HANDICAP RAMP
OVERHEAD WIRES
TOE OF SLOPE AS NOTED
CONC SURFACE
WATER METERVAULT "PURPOSE UNKNOWN"
TOP/TOE OF DITCH AS NOTED
PAINTED LANE STRIPE
CONIFER TREE (NOT SHOWN TO SCALE)TRUNK DIA SHOWN IN INCHES.
LEGEND
CHAIN LINK FENCEOHP
CONC CONCRETER-O-W RIGHT-OF-WAY
DECIDUOUS TREE (NOT SHOWN TO SCALE)TRUNK DIA SHOWN IN INCHES.
FOUND REBAR & CAP AS NOTED
WOOD FENCE
WATER VALVELIGHT STANDARD
ELECTRIC VAULT
ELECTRIC TRANSFORMER ON CONC PAD
TRAFFIC SIGNAL POLE
TELEPHONE MANHOLE
METAL FENCE
1
2
3
4
5
6
7
8
9
10
11
12
18
19
20
21
222324
25
27
17
16
15
14
26
5' - 0"
SIDEWALK
TYP.
9' - 6"
TYP.18'
- 0"
24' - 6
"
18' - 0
"
13
32
33
34
TANDEM PARKING
EL. 318' - 0"
PARC
EL LI
NE TO
BE RE
MOVE
D
SEWER LINE,FOR SANITARYSEWER LOCATIONSEE CIVIL DWGS
WMH
S89˚35'57"E 200.00'
S1˚23'1 1W
30 0.06
S8˚304'32"E32.49'
S52˚56'55"E 203.51'
N6˚42'49"W15.77'
N1 ˚21'4 5"E 159. 22'
LOT 8
LOT 8
322' - 6"
324' - 6"
EL. 315' - 6"
QIBL
ATR
UE N
ORTH
5' - 0"SETBACK
20' - 0"
5' - 0"20' - 0"
A
5' - 11"
SETBACK20' - 0"
5' - 0"
EMERGENCYDIESELGENERATOR
8' - 0"10' - 0"
SPRINKLERROOM
PARKING CALCULATIONS
PER 21.12.040B (RELIGIOUS INSTITUTIONS)
ASSEMBLY AREAS:
PER 21.08.280C.2MAX ALLOWED (1/3 "SEATS") = 49MIN REQUIRED (1/5 "SEATS") = 30
TOTAL REQUIRED = 30 CARSTOTAL PROVIDED = 36 CARS AT ALL TIMESTOTAL PROVIDED = 65 CARS w/VALET & CTCMAX PROVIDED = 95 CARS w/OFFSITE &
1 DAY NOTICE
* "SEATS" = PRAYER RUGS
QIBL
A
TRUE
NOR
TH
1.39°
17.75°
PLANNORTH
NPLAN ORIENTATION
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:39 PM
P1.01
SITE PLAN
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1" = 20'-0"1 SITE PLAN
AVAILABLE ON-SITE PARKINGVEHICULAR PARKING: 36ADDITIONAL / VALET PARKING: 29TOTAL: 65
BICYCLE PARKING: 06
PAVED AREA: 25,318 SF
BUILDING FOOT PRINT: 10,409 SF
LOT COVERAGE (IMPERVIOUS):35,727 / 48,979 = 72.9% ALLOWED = 75%
LOT COVERAGE (BUILDING):10,409 / 48,979 = 21.3% ALLOWED = 40%
BUILDING DATA
GROUND LEVEL 2520 SFMAIN LEVEL 11325 SFUPPER LEVEL 8811 SF
22657 SF
A
TOE OF SLOPE
DITCH TO
P
DITCH TOP
DITCH TOP
DITCH TOP
DITCH BOTTOM
6"C
6"C
6"C
NE 51STST
WDF
6'CLF
6'CLF
6'CLF
6'CLF
CLF
6'CLF
6.8'
7.5'
1.8'
5'WDF 5'WDF
5'WDF
0.8'
0.8'
1.5'
1.4'
15'DWY
5'CW
5'CW
CW
88.3'
34.5'
ASPHALT ROADWAY ASPH
DOUBLE YELLOW
DASHED WHITE
DASHED WHITE
DOUBLE YELLOWDASHED WHITE
SOLID WHITE
ECD(P)
ECD(P)
ECD(P)
POWER TRANSFORMER
ECD
(P)
TCD(P)TCD(P)
TCD(P)
G(P)
G(P)
4"G IP(R)
(310)
(315)
(315)
(315)
(315)
(
(325)
(325)
(325)
(330)
(330)
(330)
(335)
(340)
(335)
(330)
(325)
(320)
(320)
(313)
(314)
(316)
(317)
(318)
(31
(316)
(317)
(318)
(319)
8)
(309)
(316)
(319)
(321)
(322)
(326)
(327)
(326)
(327)
(328)
(329)
(328)
(329)
(331)
(331)
(332)
(333)
(334)
(336)
(338)
(339)
(331)(3
32)(333)34)
(326)
(327)
(328)
(329)
(316)
(317)
(318)
(319)
HIGHW
"RAMP METERED AHEADWHEN FLASHING"
(R) - D
OW
N 7 .5 '
W(P)
W(P)
W(P)
12"W(P)
1
W(P)
WMH
WM
CB
RIM=337.15IE=333.16 12"CONC NW
CBRIM=337.14IE=332.57 12"CONC SEIE=332.57 12"CONC NW
CBRIM=337.06IE=330.06 12"CONC SEIE=333.21 12"CONC NW
SETBACK20' - 0"5' - 0"
SETBACK20' - 0"
SETBACK20' - 0"
20' - 0
"
2P1.03
1P1.03A
A
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:43 PM
P1.02
SITE SETBACKS
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1" = 20'-0"1 SITE SETBACKS PLAN
A
MAIN LEVEL FLOOR324' - 6"
UPPER LEVEL FLOOR336' - 6"
T.O. MASJID ROOF348' - 6"
GROUND LEVEL FLOOR315' - 6"
MAX HT FOR MINARET365' - 6"
MAX HT ENVELOPE350' - 6"
AVERAGE GRADE320' - 6"
20'PROPERTYSETBACK
HEIGHT SETBACK ENVELOPE @ 1'VERTICAL, 5' HORIZONTAL, SEE 3DFOR REPRESENTATION
50' -
0"
15' -
0"30
' - 0"
45' -
0"
MAIN LEVEL FLOOR324' - 6"
UPPER LEVEL FLOOR336' - 6"
T.O. MASJID ROOF348' - 6"
GROUND LEVEL FLOOR315' - 6"
MAX HT FOR MINARET365' - 6"
MAX HT ENVELOPE350' - 6"
AVERAGE GRADE320' - 6"
15' -
0"30
' - 0"
45' -
0"50
' - 0"
20'PROPERTYSETBACK
HEIGHT SETBACK ENVELOPE @ 1'VERTICAL, 5' HORIZONTAL, SEE 3DFOR REPRESENTATION
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:46 PM
P1.03
SITE SETBACKS
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1/8" = 1'-0"1 SECTION - E/W SETBACK
SCALE: 1/8" = 1'-0"2 SECTION - N/S SETBACK
A
LP
340.32
340.63
40.67
340.6
339.1
338.2
337.6
337.0
336.2
335.9
336.4
PP
WM337.2
315.6
314.9
336.0
335.6
336.2
336.9
338.0
338.6
334.3
332.3
332.0
329.4329.7330.6
335.4
332.3
330.6
329.6
327.8327.8328.7
339.7340.6
336.2
331.1
329.0
327.6
326.4326.3327.2
333.3
332.1
327.9
325.9
325.6
324.4
324.4
325.6
TMH
EHH
EHH
340.2227
EV
THH
WMH
332.7
333.2
334.2
334.9
332.1
309.4
313.6
315.4
318.6
312.0
314.3
315.9
314.8
18.1
316.2
317.9
319.2
317.2
319.1
321.1
319.6 321.4
323.0
321.9
323.7
325.4
323.2
324.6
326.7
324.9325.9
DITCH TOP
DITCH TOP
DITCH TOP
DITCH TOP
DITCH BOTTOM
6"C
6"C
6"C
NE 51STST
6'CLF
6'CLF
6'CLF
6'CLF
6'CLF
7.5' 5'WDF 5'WDF
5'WD
F
5'CW
5'CW
DASHED WHITE
DASHED WHITE
DOUBLE YELLOWDASHED WHITE
SOLID WHITEPOWER TRANSFORMEREHH
ECD(P)
ECD(P)
ECD(P)
5'
S1°
23'1 1"W
52.37'
L=105
∆=2°00'29"
TCD(P)TCD(P)
TCD(P)
G(P)
4"G IP(R)
(310)
(315)
(315)
(32
(330
(3
(340)
(335)
)
(325)
(320)
(31
(316)
(317
09)
(32
(327
(328)
(329)
(331)
(332)
(338)
(339)
(326)
(327)
328)
"RAMP METERED AHEADWHEN FLASHING"
OW
N 7 .5 '
W(P)
W(P)
12"W(P) W(P)5+00
6+00
UP
UP
SS
S S S S S S S S
SS
SS
W
W
W
W
W
WW
W
W
W
W
WW
WW
WW
W
XXXXXXX
X
X
X
X
X
X
X
X
X
X
XX
X
X
XX
XX
// //// // // //// // ////
///
// ////
X
X
XX
XX
S
// ////// ////
20
RETAININGWALL
5' - 0"
ACCESSIBLESIDEWALK
TYP.
9' - 6"
TYP.18'
- 0"
24' - 6
"
37
38
39
TANDEM PARKING
EL.318' - 0"
SEWER LINE,FOR SANITARYSEWER LOCATIONSEE CIVIL DWGS
WMH
S89˚35'57"E 200.00'
S1˚23'1 1W
30 0.06
S8˚304'32"E32.49'
S52˚56'55"E 203.51'
N6˚42'49"W15.77'
N1 ˚21'4 5"E 159. 22'
322' - 6"
324' - 6"
EL. 315' - 6"
QIBL
A
17.75°
TRUE
NOR
TH
5' - 0"
SETBACK20' - 0"
5' - 0"20' - 0"
A
5' - 11"
FIRE LANENO PARKING
SETBACK20' - 0"
5' - 0"
1
2
3
4
5
6
7
8
9
10
11
12
18
19
20
21
222324
25
27
17
16
15
14
26
13
32
33
34
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:00 PM
P1.04
OVERFLOWPARKING
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1" = 20'-0"1 SITE PLAN - OVERFLOW PARKING
VEHICULAR PARKING: 36ADDITIONAL TANDEM PARKING: 29TOTAL: 65
VALET PARKING - MAXIMIZED
A
VETERANS OFFOREIGN WARS
REDMOND POST 29954330 148TH AVE NE
REDMOND, WA 98052
ANJUMAN E BURHANI15252 NE 51ST STREDMOND, WA 98052
TOTAL DISTANCE:0.8 MILES
LOT #3 -30 PARKINGSPOTS
~ 94 PARKING SPOTS
SCALE: NTS2 OFF-SITE PARKING
..
MAIN FLOOR ABOVE
28
29
1 2 3 4 5
A
B
C
D
E
F
24' - 0" 19' - 5" 20' - 3" 17' - 0"
12' -
3"13
' - 9"
20' -
0"18
' - 2"
20' -
0"
30
31
CAR
CAR
CAR
CAR
63' - 5 3/4"
6' - 6" 9' - 11" 47' - 3"
7' -
10"
10' -
2"
32' - 0"
32
33
34
STORAGE008
ELEVATOR003
STAIRS001
ELEVATOR002
ELEVATORMACHINE
ROOM010
18' -
0"
LAUNDRY007
CORRIDOR009
8' - 6
"29
' - 8"
10' - 4 1/4"21' - 9 1/2"
9' - 11"
a
A.8
b
c
C.1
dD.1
e
E.5
109
8
76
A
D
C
B
E
12' - 0"
17' - 10"
12' - 0"
10' - 4"
14' -
4"
5' -
8"
18' -
2"
4' -
3"
15' -
9"
3' -
3"
10' -
6"
7' -
10"
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:03 PM
P2.01
FLOOR PLANS
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1/8" = 1'-0"1 GROUND LEVEL FLOOR PLAN A
UP
UP
KITCHEN120
TUB
STORAGE
CURTAIN
AV CABINET
ADABATHRM
112
SHOES
SHOES
ELEVATOR002
MULTI PURPOSE(42 THAALS TOTAL)
BEDROOM122 BATH
123
1 2
24' - 0" 19' - 5" 20' - 3" 17' - 0"
3 4 5
A
B
C
D
E
F
SEHAN
LIVINGROOM
121
ELEVATOR003
EL. 318' - 0"
EL. 315' - 0"
28%
SLOP
E
LINE OFAWNINGABOVE
EL.324' - 0"
EL. 315' - 0"
LOADINGDOCK
IMAM(OFFICE)
105
MASJID(PRAYER)
109
9' - 8"
CORRIDOR111
SCULLERY119
KITCHENSTORAGE
118
SHOES101
SHOES103
LOBBY104
GATHERINGSPACE
117STAIRS
001
STORAGE
CLOSETCLOSET
CLOSET
CLOS
ET
STAIRS004
ELEC.106
MEN'STOILET
113
SHOES114
WOMEN'STOILET
116
SHOES115
STAIRS005
CLEANTHAALSTORAGE
STORAGE
47' - 6"
CLOSET
11' -
8"
9' -
7"8'
- 3"
12' -
10"
STAIRS006
7' - 4"ALCOVE110
UP
DN
19' - 5" 20' - 3" 17' - 0"
12' -
3"13
' - 9"
20' -
0"18
' - 2"
20' -
0"
80' - 8"
24' -
8"
16.38°
22' -
10"
71' -
11"
SCREENINGFENCE
4' GATE
RAMP
6' - 1
"
a
A.8
b
c
C.1
dD.1
e
E.5
109
8
76
12' - 0"
17' - 10"
12' - 0"
10' - 4"
20' - 9 3/8"
41' - 10"
10' - 4"
D
C
B
E
A
CLOS
ET
40' -
2 1/2"
45' -
4 1/2"
6' - 0
"
14' -
4"
5' - 8
"
18' -
2"
4' - 3
"
15' -
9"
3' - 3
"
10' -
6"
7' - 1
0"
SPRINKLERROOM
107
TOILET108
BICYCLERACK
4' - 0
"
2' - 6"
PRAYER RUG
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:15 PM
P2.02
FLOOR PLANS
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1/8" = 1'-0"1 MAIN LEVEL FLOOR PLAN
A
PRAYER AREA
MASJID (PRAYER) MAIN LEVEL : 1,599 SF TYP. WORSHIPPERS: 81 PERSONSMASJID (PRAYER) UPPER LEVEL: 1,259 SF TYP. WORSHIPPERS: 66 PERSONS
TOTAL PRAYER AREA: 2,858 SF TOTAL TYP. WORSHIPPERS: 147 PERSONS
DN
DN
DN
UP
OFFICE202
OFFICE201
NURSING205
CLASSROOM210
CLASSROOM211
CLASSROOM212
CLASSROOM217
CLASSROOM218 CHANGING
STATION
CLASSROOM213
CLASSROOM219
CLASSROOM220
CLASSROOM222
CLASSROOM223
OPEN TO BELOW
CLASSROOM221
CLOS ET
TOILET208
BEDROOM228
BATHRM.227
LIVING/KITCHEN225
1 2 3 4 5
A
B
C
D
E
F
12' -
3"13
' - 9"
20' -
0"18
' - 2"
20' -
0"
24' - 0" 19' - 5" 20' - 3" 17' - 0"
SEHAN
CLASSROOM214
BEDROOM229
BEDROOM226
BATHRM.230
PRINCIPAL216
EL = 324' - 6"
OPEN TO BELOW
OPEN TO BELOW
CLOSET
CLOSET
LIBRARY209
CORRIDOR207
CLOSET
STAIRS004
LOBBY203
STAIRS006
STAIRS001
ELEVATOR002
ELEVATOR003
ADABATHRM
206
LOUNGE224
6' - 0
"14
' - 3 1
/8"
71' -
3 7/8"
DN
48' - 3 1/8"
a
A.8
b
c
C.1
dD.1
e
E.5
109
8
76
12' - 0"
17' - 10"
12' - 0"
10' - 4"
20' - 9 3/8"
41' - 10"
14' - 9"
14' -
4"
5' - 8
"
18' -
2"
4' - 3
"
15' -
9"
3' - 3
"
10' -
6"
7' - 1
0"
A
D
C
B
E
MASJID(WOMEN)
204
33' - 11 7/8"
14' - 3 1/8"
4' - 0
"
2' - 6"
PRAYER RUG
Project No.Checked:Drawn:
Design:
6250
REGISTEREDARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
Issuance
Drawing Title
Drawing Number
105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]
REVISION DATE
OW
NER
:
COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC
1525
2 N
E 51
ST S
T.R
EDM
ON
D, W
A 98
052
C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:16 PM
P2.03
FLOOR PLANS
SITE PLANENTITLEMENT
SEAT
TLE
MAS
JID
ANJU
MAN
E B
UR
HAN
I
ANJU
MAN
E B
URHA
NI15
252
NE
51ST
ST
RED
MO
ND
, WA
9805
2TE
L: (4
25) 4
43-9
520
ALIA
HAB
IB@
GM
AIL.
CO
M
LAND-2013-00171
DS/SCSH
DS/SC
02/06/2014
SCALE: 1/8" = 1'-0"1 UPPER LEVEL FLOOR PLAN A
PRAYER AREA
MASJID (PRAYER) MAIN LEVEL : 1,599 SF TYP. WORSHIPPERS: 81 PERSONSMASJID (PRAYER) UPPER LEVEL: 1,259 SF TYP. WORSHIPPERS: 66 PERSONS
TOTAL PRAYER AREA: 2,858 SF TOTAL TYP. WORSHIPPERS: 147 PERSONS
![[MS-ADA3]: Active Directory Schema Attributes N-Z](https://static.fdocuments.in/doc/165x107/546b83fbb4af9f6b2c8b4cc0/ms-ada3-active-directory-schema-attributes-n-z.jpg)
