Combined SetTHE OWNER, HATHAWAY DEVELOPMENT LLC, IS LOOKING AT CONSTRUCTING A NEW 20,000 SQ. FT. FLEXT BUILDING. THIS BUILDING WILL BE ASHELL & CORE ONLY BUILDING WITH NO TENANTS AT THIS TIME. THE BUILDING CONSTRUCTION WILL BE A PRE-ENGINEERED METAL BUILDINGWITH STEEL STUD INFILL. THE BUILDING WILL BE FIRE SPRINKLED WITH A FIRE ALARM MONITORING SYSTEM.TABLE 1004.1.1:AOCCUPANT LOAD CALC'S ENTIRE BUILDING:"B" = OFFICE"S-1" = STORAGE"F-1" = STORAGE100 GROSS500 GROSS200 GROSSNO OCCUPANT LOAD AT THIS TIME, THIS FACILITY ISA SHELL & CORE BUILDING - NO OCCUPANTS AT THISTIME.PROJECT NARRATIVEAPPLICABLE CODES:OCCUPANCY GROUPS& OCCUPANT LOAD:CODE ANALYSIS2015 International Building Code (IBC)2015 International Existing Building Code (IEBC)2015 International Energy Conservation Code (IECC)2017 Idaho State Plumbing Code (Including Chapter 13 – Medical Gas); based on the 2015 Uniform Plumbing Code (UPC)2017 National Electrical Code (NEC)2015 International Fire Code (IFC)TYPE II-B(PER TABLE 601)TYPE OF CONSTRUCTIONPER CHPT. 6 SEE BELOW:FIRE RESISTIVEREQUIREMENTSTYPES OFCONSTRUCTIONNO ITEMS IN CHAPTER 4 APPLY TO THIS T.I., THERE IS NO HIGH PILE STORAGE ORHAZARDOUS MATERIALS BEING STORED - NO RACKING AS WELLSPECIAL DETAILEDREQUIREMENTS BASEDON USE ANDOCCUPANCYOCCUPANT LOADSTWO EXITS ARE PROVIDEDCOMMON PATH OFEGRESSOCCUPANCIES "F-1 & S-1" REQUIRES 250' MAX IF SPRINKLED - PROVIDED,(PER TABLE 1017.2)EXIT ACCESS TRAVELDISTANCEPROVIDEDAUTOMATIC SPRINKLERSYSTEM (FIRE ALARM)PLUMBING FIXTURE COUNT FOR OCCUPANCY (per TABLE 2902.1):2 EXITS REQ., 9 PROVIDEDEXITS REQUIREDPROVIDED - REFER TO ELECTRICAL DRAWINGSEXIT SIGNREQUIREMENTSNO OCCUPANTS AT THIS TIME, FOR ALL NEW PLUMBING FIXTURES THEY WILL BEINSTALLED FOR EACH INDIVIDUAL TENANT UNDER A SEPARATE T.I. PERMIT.SEE ABOVE"B,F,S" OCCUPANCY, TYPE II-B - SPRINKLED75' IN HEIGHT(PER TABLE 504.3)ALLOWABLE BUILDINGHEIGHT"F-1 & S-1" OCCUPANCY, TYPE II-B - SPRINKLED3 STORIES(PER TABLE 504.4)ALLOWABLE NUMBER OFSTORES"F-1" OCCUPANCY - MOST STRICT, TYPE II-B - SPRINKLED62,000 SQ. FT. - TOTAL BUILDING AREA 20,000(PER TABLE 506.2)ALLOWABLE AREAPER TABLE B105.1 REQUIRED TO HAVE 3,000 GPM / PER TABLEB105.2 REQUIRED FIRE FLOW 25% OF VALUE IN TABLE B105.1 =1,500 GPM REQUIRED.REQUIRED FIREFLOWMINIMUM # OF HYDRANTS = 1, SPACING 500, DISTANCE FROMANY POINT ON STREET OR ROAD FRONTAGE TO HYDRANT 250REQUIRED # ANDSPACING FIREHYDRANTFIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEGREATER THAN OR EQUAL TO 5 FT. AND LESS THAN 10 FT. OCCUPANCY GROUPS B, F-1, S-1 / 1- HOURRATED WALL ASSEMBLY.NOTE: NORTH WALL IS EQUAL TO 5 FT. SO THIS WALL WILL BE A 1-HR RATED WALL, REFER TO WALLTYPES SHEET A-2.1FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)TYPE II-B - ZERO HOURS FOR A TYPE II-B BUILDINGFIRE AND SMOKEPROTECTIONFEATURESPER CHPT. 7 PARAPETS SECT. 705.11PARAPETS SHALL BE PROVIDED ON EXTERIOR WALLS OF BUILDINGS.EXCEPTION #3.WALL THAT TERMINATE AT ROOFS OF NOT LESS THAN 2-HOUR FIRE-RESISTANCE-RATED CONSTRUCTIONOR WHERE THE ROOF, INCLUDING THE DECK OR SLAB AND SUPPORTING CONSTRUCTION, ISCONSTRUCTED ENTIRELY OF NONCOMBUSTIBLE MATERIALS.A-0.0COVER SHEETA-0.1SYMBOLS & ABBREVIATIONSA-0.2ADA STANDARDSCIVIL DRAWINGS:C1CIVIL COVER SHEETC2HORIZONTAL CONTROL PLANC3GRADING & DRAINAGE PLANC4DRAINAGE DETAILSLANDSCAPE PLANSL1.0CZC SITE LANDSCAPE PLANL1.5CZC LANDSCAPE DETAILSARCHITECTURAL DRAWINGS:A-1.0SITE PLANA-1.1SITE DETAILSA-2.0OVERALL FLOOR PLANA-2.1ENLARGED FLOOR PLANA-3.0BUILDING ELEVATIONSA-4.0ROOF PLANA-5.0STEEL DETAILSA-6.0ENERGY COMPLIANCE SHEETSTRUCTURAL DRAWINGS:S1.0STRUCTURAL DETAILSMECHANICAL & PLUMBING DRAWINGS:M-1AREA "A" HVACM-2AREA "B" HVACM-3 AREA "C" HVACM-4AREA "D" HVACM-5AREA "E" HVACM-6MECHANICAL SCHEDULE AND COMPLIANCEM-7MECHANICAL DETAILSP-1AREA "A" PLUMBINGP-2AREA "B" PLUMBINGP-3AREA "C" PLUMBINGP-4AREA "D" PLUMBINGP-5AREA "E" PLUMBING, DETAILS & SCHEDULEELECTRICAL DRAWINGS:E-1ELECTRICAL SITE PHOTOMETRICE-2ELECTRICAL FLOOR PLAN AREA "A"E-3ELECTRICAL FLOOR PLAN SECTION "B"E-4ELECTRICAL SCHEDULES AND DETAILSE-5ELECTRICAL SINGLE LINEADP ARCHITECTS, PA1891 N. WILDWOOD ST.BOISE, ID 83713GLENN WALKER, AIAMAIN: (208) 353-0734EMAIL: gwalker@adpboise.comARCHITECTSTRUCTURAL ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTURERODNEYEVANS, PLA, ASLATEL (208) 514-3300EMAIL: rodney@reandpartners.comRODNEY EVANS, PLA, ASLA1014 S La POINTE ST. SUITE 3BOISE, IDAHO 83706ROCK SOLID CIVIL270 N. 27TH ST. STE. 100BOISE, IDAHO 83702JIM COSLETTMAIN: (208) 342-3277EMAIL: jcoslett@rocksolidcivil.comKARTCHNER BEAUCANNON1325 S. FIVE MILE ROAD SUITE 1301BOISE, IDAHO 83709JUSTIN BEAUCANNONMAIN: (208) 888-7145EMAIL: jbeaucannon@kbamep.comMECHANICAL / ELECTRICAL /PLUMBING ENGINEERPERFORMANCE ENGINEERS1102 N FRANKLIN BLVD.NAMPA, IDAHO 83687SHAWN READERMAIN: (208) 475-0040EMAIL: SReeder@inteframe.comMETAL BUILDING MANUF.R&M STEEL COMPANYP.O. BOX 580CALDWELL, IDAHO 83606MAIN: (208) 454-1800EMAIL: projectmanagement@rmsteel.comParcel: R9359190200Year: 2019Parcel Status: Active in 2019Primary Owner:HATHAWAY DEVELOPMENT LLCZone Code: C-GTotal Acres: 0.741Tax Code Area: 03Instrument Number:2019061677Property Description:LOT 2 BLK 1WHITEHAWK SUBAddress: 2198 E FRANKLIN RD MERIDIAN , ID 83642Subdivision: WHITEHAWK SUBLand Group Type: SUBTownship/Range/Section: 3N1E081.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED OFANY DISCREPANCY. USE DETAILS MARKED "TYPICAL" WHEREVER APPLICABLE.CHANGES, OMISSIONS OR SUBSTITUTIONS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.2.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PROPER REMOVAL TECHNIQUES AND DISPOSAL OF DEBRIS. CLEARING WORK SHALL BE COORDINATED WITH ALL AFFECTED UTILITY COMPANIES AND SHALL CONFORMWITH CITY, COUNTY AND STATE CODES FOR DISPOSAL OF DEBRIS.3.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, IDENTIFYING AND PROTECTING ANY UTILITIES THAT ARE TO REMAIN FROM DAMAGE. ANY UTILITY LINES THAT ARE IDENTIFIED BY THE LOCAL UTILITY COMPANIES AS ACCEPTABLE FOR REMOVAL SHALL BE DONE IN ACCORDANCEWITH THE STANDARDS ESTABLISHED BY UTILITY COMPANY AFFECTED.4.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITIONOF THE INTERNATIONAL BUILDING CODE, CITY, COUNTY, AND STATE CODES.5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTINGMECHANICAL AND ELECTRICAL SERVICES AND DISTRIBUTION SYSTEMS WHETHER SHOWN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY BEAR ALL EXPENSE OR REPAIR OR REPLACEMENTOF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTIONWITH THE PERFORMANCE OF THE WORK.6.ALL INTERRUPTIONS OF MECHANICAL AND ELELCTRICAL SYSTEMS SHALL BE COORDINATED WITH OWNER OR TENANT A MINIMUM OF 24 HOURS PRIOR TO INTERRUPTION.7.ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN STRICTACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO THE APPROPRIATE NATIONAL TRADE BOOKS; I.E. TILE COUNCIL OF AMERICA, HANDBOOK FOR CERAMIC TILE INSTALLATION; ARCHITECTURAL WOODWORKINSTITUTE, "QUALITY STANDARDS." ETC.8.REMODEL WORK SHALL NOT OBSTRUCT, OR CAUSE TO BE INOPERATIVE, EXISTINGFIRE PROTECTION SYSTEMS. MODIFICATION TO FIRE PROTECTION SYSTEMS SHALLBE PERFORMED BY A FIRE PROTECTION CONTRACTOR, WHO SHALL OBTAIN A PERMIT FROM FIRE LOSS MANAGEMENT PRIOR TO WORK.9.DECORATIVE MATERIALS, DRAPES, HANGINGS, ETC., SHALL BE NON FLAMMABLEOR FLAME-PROOF PER STATE FIRE MARSHALL REQUIREMENTS.10.MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORMTO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES11.THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OR EXPOSURE TO PERSONS TO HAZARDOUS MATERIALS IN ANY FORMAT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.SPECIAL INSPECTION WILL BE REQUIRED BY AN INDEPENDENT TESTINGAGENCY. THE AGENCY WILL BE HIRED BY THE OWNER AND THECONTRACTOR SHALL NOTIFY THE OWNER AS TO THE ALLOWANCE IN HISBUDGET FOR THIS TESTING. PAYMENTS WILL BE MADE DIRECT TO THEAGENCY FROM THE OWNER FOR TESTING.SPECIAL INSPECTION IS REQUIRED ON CONCRETE PLACEMENT ANDREINFORCING BAR PER THE SPECIFICATION REQUIREMENTS.SPECIAL INSPECTION WILL BE REQUIRED ON PLACEMENT OF ANCHORBOLTS IN DIRECT CONTACT WITH THE STRUCTURAL FRAME OF THEBUILDING.SPECIAL INSPECTION WILL BE REQUIRED ON ALL WELDING OF THEMOMENT RESISTING CONNECTIONS AND GENERAL STRUCTURAL WELDING.ALL WELDING OF REINFORCEMENT WILL REQUIRE INSPECTION.CONTINUOUS INSPECTION MAYBE REQUIRED DUE TO PROJECT SCHEDULEOR BY THE ENGINEER.SPECIAL INSPECTION WILL BE REQUIRED ON FOOTING EXCAVATION ANDCOMPACTION TESTING FOR THE BUILDING.ALL HIGH STRENGTH BOLTING WILL REQUIRE SPECIAL INSPECTION.THE STRUCTURAL ENGINEER MAY REQUIRE ADDITIONAL TESTING SEESTRUCTURAL SHEETS.VICINITY MAPPARCEL INFORMATIONCOVER SHEET PROJECT DATA / CODE ANALYSISNEW FACILITY FOR:HATHAWAY DEVELOPMENTGENERAL PROJECT NOTESSHEET INDEXPROJECT TEAMPROJECTLOCATIONSPECIAL INSPECTION NOTES:SHEET NUMBERJOB NO:DATE:DRAWN BY:COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Jul 23, 2020 - 3:10 pmNEW FACILITY FOR:ADP ARCHITECTS
1915608-20-19GWHATHAWAY DEVELOPMENT
2198 & 2262 E. FRANKLIN
BOISE, IDAHO 83642 ARCHITECTAR-818618LICENSEDSTATE OF IDAHOGLENN WALKER04/29/201 ISSUE FOR PERMIT 04/29/20
A-0.0
GRID LINE1ADOOR SYMBOL001WINDOW SYMBOLREVISIONCLOUD AROUND REVISIONREVISION NUMBER1WORK POINTCONTROL POINTOR DATUM POINTINTERIOR ELEVATION001PLCOLUMN LINESFRAME LINESSEE DOOR SCHEDULESEE WINDOW SCHEDULEWALL SECTIONEARTHROCK FILLSAND/MORTAR/PLASTERCONCRETECONCRETE MASONRYUNIT (CMU)METALWOOD, FRAMING THROUGHMEMBERWOOD, FRAMING INTERRUPTEDMEMBERINSULATION, BATTINSULATION, RIGIDINSULATION, M.B.I.PROPERTY LINEXXXXA-00SHEET SHOWN ONDETAILSHEET SHOWN ONROOM NAME AND NUMBER6?
A0.0
ELEVATION NUMBERSHEET SHOWN ONSYMBOLS LEGENDNUMERICAL TYPICALLY MAINFRAMES & END WALLSALPHANUMERICAL TYPICALLY SIDE WALLSTYPICALLY FOUND ON OVERALL FLOORPLAN SHEETS (A-2.0)WALL TYPESEE INTERIOR ELEVATIONS (TYPICALL A-42x SERIES SHEETS)INTERIOR ELEVATION SYMBOLSEE FINISH SCHEDULE (TYPICALLY A-61x SERIES SHEETS)SQUARE FOOTAGE MAY NOT BE PROVIDED AT TIMESNORTH ARROWA1011SIMCAN REFER TO WALL SECTIONS, ENLARGED FLOORPLANS or DETAILSENLARGED VIEW CALLOUTINDICATES CLEAR FLOOR AREA SPACE OF A 5'DIAMETER CIRCLEADA TURN RADIUSBSEE STRUCTURAL PLANS FOR DETAILSSHEAR WALL HOLDDOWNSEE STRUCTURAL PLANS FOR DETAILSSHEAR WALL NAILING PATTERN11AOR&ANDANGLE@ATCENTERLINE°DEGREESØDIAMETER~DIAMETER or ROUNDPERPENDICULAR±PLUS or MINUS#POUND or NUMBER>PROPERTY LINE or GREATER THANA.B.ANCHOR BOLTA/CAIR CONDITIONINGA.F.F.ABOVE FINISH FLOORADMIN.ADMINISTRATIONAGGRAGGREGATEAL.ALUMINUMANRS.AMERICAN NATURAL RESOURCESAPPROX.APPROXIMATEARCH.ARCHITECTURALASPHASPHALTBD.BOARDBLBUILDING LINEBLDG.BUILDINGBLK.BLOCKBLKG.BLOCKINGBM.BENCH MARKBOT.BOTTOMBDF.BOTTOM OF FOOTINGBRG.BEARINGB.S.BOTH SIDESC.B.CATCH BASINCER.CERAMICCLG.CEILINGCLOS.CLOSETCLR.CLEARCMUCONCRETE MASONRY UNITCOL.COLUMNCONC.CONCRETECONF.CONFERENCECONST.CONSTRUCTIONCONT.CONTINUOUSC/CCENTER TO CENTERCTR.CENTERCW/COORDINATE WITHDBLDOUBLEDEPT.DEPARTMENTDET.DETAILDIA.DIAMETERDIAG.DIAGONALDIM.DIMENSIONDLDEAD LOADDN.DOWNDWG.DRAWING(E)EXISTINGE.EASTEA.EACHEF.EACH FACEELECT.ELECTRICALEL.ELEVATIONEMER.EMERGENCYE.W.EACH WAYENGR.ENGINEEREQ.EQUALEQUIP.EQUIPMENTEXIST.EXISTINGEXP.EXPANSIONEXP. JT.EXPANSION JOINTEXT.EXTERIORFAB.FABRICATEFDFLOOR DRAINFDN.FOUNDATIONFEFIRE EXTINGUISHERF.F.FINISH FLOORF.H.FIRE HYDRANTFIN.FINISHFL.FLOORFLUOR.FLUORESCENTF.O.FRAMED OPENINGF.O.C.FACE OF CONCRETEF.O.S.FACE OF STUDSF.O.W.FACE OF WALLFRFRAMEFRPF.FIREPROOFINGFT.FOOT or FEETFTG.FOOTINGFURR.FURRINGS.SOUTHS.C.SOLID CORESCHD.SCHEDULESECT.SECTIONS.F.SQUARE FOOT or FEETSHR.SHEERSHT.SHEETSHTG.SHEETINGSIM.SIMILARSL.SLOPESLH.SHORT LEG HORIZONTALSLV.SHORT LEG VERTICALS.O.G.SLAB ON GRADESP.SPACESSPEC.SPECIFICATIONSQ.SQUARES.S.SANITARY SEWERSTD.STANDARDSTOR.STORAGESTRUCT.STRUCTURALSUSP.SUSPENDEDSYM.SYMMETRICALT&BTOP AND BOTTOMT>ONGUE AND GROOVETHK.THICKTHK'ND.THICKENEDT.O.C.TOP OF CONCRETET.O.F.TOP OF FOOTINGT.O.S.TOP OF STEELT.O.W.TOP OF WALLTYP.TYPICALU.L.UNDERWRITERS LABORATORIESUNF.UNFINISHEDU.O.N.UNLESS OTHERWISE NOTEDUPSUNINTERRUPTED POWER SUPPLYVCTVINYL COMPOSITION TILEVERT.VERTICALVEST.VESTIBULEW.WESTw/WITHW.C.WATER CLOSETW.D.WOODW.G.WIRE GLASSW.H.WATER HEATERW/OWITHOUTWSCT.WAINSCOTWT.WEIGHTW.W.F.WELDED WIRE FABRICW.W.M.WELDED WIRE MESHY.D.YARD DRAINGAGUAGEGALV.GALVINIZEDG.B.GRADE BEAMGLB.GLU-LAM BEAMGL.GLASSGYP.GYPSUMH.C.HOLLOW COREHGT.HEIGHTH.M.HOLLOW METALHORIZ.HORIZONTALHR.HOURHT.HEIGHTHVACHEATING, VENTILATING, AIR CONDITIONINGI.D.INSIDE DIAMETER (DIM.)I.F.INSIDE FACEIMP.INSULATED METAL PANELIN.INCHINCLINCLUDEINSUL.INSULATIONINT.INTERIORJAN.JANITORJT.JOINTLAM.LAMINATELAV.LAVATORYLBRLUMBERLFLINEAL FOOT or FEETLLLIVE LOADLLV.LONG LEG VERTICALLLH.LONG LEG HORIZONTALLTG.LIGHTINGMATL.MATERIALMAX.MAXIMUMMBIVINYL FACED METAL BUILDING INSULATIONMECH.MECHANICALMEMB.MEMBRANEMEZZ.MEZZANINEMFR.MANUFACTURERM.H.MANHOLEMIN.MINIMUMMISC.MISCELLANEOUSMK.MARKMTL.METALN.NORTHN.A.NOT APPLICABLEN/ANOT APPLICABLEN.I.C.NOT IN CONTRACTNO or #NUMBERNOM.NOMINALN.T.S.NOT TO SCALEO.C.ON CENTERO.D.OUTSIDE DIAMETEROFF.OFFICEOPNG.OPENINGOPP.OPPOSITEOSBORIENTED STRAND BOARDO.T.O.OUT TO OUTo/OVERPART.PARTITIONPBREXPOSED FASTENER METAL PANELPC.POINT OF CURVATUREP.LAM.PLASTIC LAMINATEPLYWDPLYWOODPR.PAIRPRCSTPRECASTPREFAB.PREFABRICATEDPREP.PREPARATIONPROV'DPROVIDEDPSI.POUNDS PER SQUARE INCHPT.PRESSURE TREATRAD.RADIUSR.D.ROOF DRAINREF.REFERENCEREFR.REFRIGERATORREINF.REINFORCEDREQ'D.REQUIREDRM.ROOMR.O.ROUGH OPENINGO/OOUT TO OUTABBREVIATIONSSYMBOLS & ABBREVIATIONSA-0.1Xref .\Title Base_Site 32_Building 324.dwgSHEET NUMBERJOB NO:DATE:DRAWN BY:COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Apr 25, 2020 - 4:53 pmNEW FACILITY FOR:ADP ARCHITECTS
1915608-20-19GWHATHAWAY DEVELOPMENT
2198 & 2262 E. FRANKLIN
BOISE, IDAHO 83642 ARCHITECTAR-818618LICENSEDSTATE OF IDAHOGLENN WALKER04/29/201 ISSUE FOR PERMIT 04/29/20
1'-0"MIN.3'-0"MIN.1'-0"MIN.3'-0"MIN.2'-0"MIN.5'-0"MIN.Fig. 304.3.2T-SHAPED SPACERef. 304.3.1CIRCULAR SPACETURNING SPACERef. Section 304Fig. 305.7.1Fig. 305.7.2X > 15"CLEAR FLOOR SPACE IN ALCOVESCLEAR FLOOR SPACE NOTES1.DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES (304.4)2.ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE MUSTADJOIN AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE (305.6)3.A CLEAR FLOOR SPACE IS REQUIRED AT ANY DEVICE WITH AN OPERABLEPART (309.2)4'-0"2'-6"2'-6"4'-0"4'-0"2'-6"CLEAR FLOOR SPACEFig. 305.3FORWARD APPROACHFig. 305.5 (a)PARALLEL APPROACHFig. 305.5 (b)MINIMUM CLEAR FLOOR SPACERef. Sections 304 & 3055'-0"MIN.3'-0"MIN.X > 24"5'-0"5'-0"1/4" MAX.CHANGES IN LEVELFig. 303.2Fig. 303.3Fig. 302.2CARPET PILE THICKNESSNOTE:CHANGES IN LEVEL GREATER THAN 1/2"SHALL BE RAMPED, AND SHALL COMPLY W/SECTIONS 405 OR 406. (303.4)1/2" MAX.1/4" MAX.1/4" MAX.211/2" MAX.LONG DIMENSIONSPERPENDICULAR TOROUTE OF TRAVELOPENINGS IN FLOOR OR GROUND SURFACERef. Section 302.3FLOOR & GROUND SURFACESRef. Sections 302 & 3031/2" MAX.ACCESSIBLE ROUTECLEAR WIDTH OF DOORWAYSFig. 404.2.3(a.)HINGED DOOR(c.)FOLDING DOOR(b.)SLIDING DOOR32" MIN.90.000°32" MIN.32" MIN.ACCESSIBLE ROUTERef. Section 402Fig. 403.5.2 (a)CLEAR WIDTHS AT 180 DEGREE TURNSFig. 403.5.2 (b)CLEAR WIDTHSFig. 403.5.142" MIN.X<48"42" MIN.48" MIN.60" MIN.36" MIN.X<48"36" MIN.24" MAX.48" MIN.32" MIN.36" MIN.ACCESSIBLE ROUTE NOTETHE SLOPE OF A WALKING SURFACE ALONG ANACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20AND CROSS SLOPES SHALL NOT EXCEED 1:48 (402)RAMPSRef. Section 405EDGE PROTECTIONRef. Section 405.9Fig. 405.9.1Ref. Section 405.9.2RAMP LANDINGFig. 405.7BARRIERCURBEXTENDED FLOOR OR GROUNDSURFACE(a)STRAIGHT(b)CHANGE INDIRECTIONLANDINGRAMP RUNLANDINGRAMP RUNLANDINGRAMP RUN
MATCH RAMP WIDTH 60" MIN.60" MIN.60" MIN.60" MIN.X<4"4" CURB MIN.12" MIN.12" MIN.RAMP NOTES1. MAXIMUM RAMP SLOPE SHALL BE 1:12 (405.2)2. MAXIMUM CROSS SLOPE OF RAMP SHALL BE 1:48 (405.3)3. RAMPS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS, AND COMPLY W/ SECTION 505 (405.8)STAIRWAYS & HANDRAILSRef. Sections 504 & 505STAIRSFig. 505.4 (a)HANDRAIL EXTENSIONS AT RAMPFig. 505.10.1HANDRAIL EXTENSIONS AT STAIRBOTTOMTOPBOTTOMFig. 505.10.3TOPFig. 505.10.2Fig. 504.5 (b)ANGLED RISERFig. 504.5 (c)CURVED NOSINGFig. 504.5 (d)BEVELED NOSINGNOTE:MAXIMUM SLOPE OF A TREADSURFACE SHALL BE 1:48 (504.4)27" MAX.1'-0"MIN.1'-0" MIN.27" MAX.27" MAX.XX = TREAD1'-0" MIN.27" MAX.30° MAX.1/2" RADIUSMAX.1/2" RADIUSMAX.1/2" RADIUSMAX.1 1/2" MAX.1 1/2" MAX.HANDRAIL HEIGHTSRef. Section 505HANDRAIL SIZES & CLEARANCESHANDRAIL CLEARANCESFig. 505.5 & 505.6NON-CIRCULAR HANDRAIL CROSS SECTIONSFig. 505.7.2STAIRSFig. 505.4 (a)RAMPSFig. 505.4 (b)WALKING SURFACESFig. 505.4 (c)34" - 38"
34" - 38"34" - 38"4" - 6 1/4"PERIMETER1 1/4" - 2"CIRCULAR1 1/2" MIN.1 1/2" MIN.2 1/4" MAX.2 1/4" MAX.PROTRUDING OBJECTSRef. Section 307NOTES:1. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED WIDTH OF AN ACCESSIBLE ROUTE (307.5)2. PROTRUDING OBJECTS ON A CIRCULATION PATH SHALL COMPLY W/ SECTION 307 (204.1)Fig. 307.5VERTICAL CLEARANCESFig. 307.2LIMITS OF PROTRUDING OBJECTSFig. 307.3 (a)Fig. 307.3 (b)POST MOUNTED PROTRUDING OBJECTSPROTECT SHADED AREAFROM CROSS-TRAFFICCANE DETECTION AREA27" MAX.80" MIN.80" MIN.CLEARWIDTH4" MAX.X>27"
27" - 80"12" MAX.27" MAX.
80" MIN.X > 12"CURB RAMPSRef. Section 406COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPSFig. 406.2PLANRef. Figures 406.3 & 406.4ADJOINING SURFACE, 1:20MAX. COUNTER SLOPEFLARED SIDE BEYONDCURB RAMP20160" MIN. LANDING
@ DOORS
36" MIN. LANDING
MATCHCURB RAMP1:10 MAX.SLOPE DN.1:10 MAX.SLOPE DN.1:12 MAX.
SLOPE DN.MANEUVERING CLEARANCESRef. Section 404.2.3(a)FRONT APPROACH(a)FRONT APPROACH, PULL SIDE(b)FRONT APPROACH, PUSH SIDE(c)FRONT APPROACH, PUSH SIDE;DOOR W/ BOTH CLOSET & LATCH(b)SIDE APPROACH(d)HINGE APPROACH, PULL SIDE(e)HINGE APPROACH, PULL SIDE(f)HINGE APPROACH, PUSH SIDE(b)PUSH SIDE(a)PULL SIDE(c)PUSH SIDE;DOOR W/ BOTH CLOSER & LATCH(i)LATCH APPROACH, PULL SIDE;DOOR W/ CLOSER(h)LATCH APPROACH, PULL SIDE;(g)HINGE APPROACH, PUSH SIDE;DOOR W/ BOTH CLOSER & LATCH(c)POCKET OR HINGE APPROACH(d)STOP OR LATCH APPROACH(j)LATCH APPROACH, PUSH SIDE(k)LATCH APPROACH, PULL SIDEDOOR W/ CLOSERDOORWAYS W/O DOORS, SLIDINGDOORS, GATES & FOLDING DOORSFig. 404.2.4.2MANUAL SWINGINGDOORS & GATESFig. 404.2.4.1RECESSED DOORS & GATESFig. 404.2.3MANEUVERING CLEARANCE NOTES:1. DOORS, DOORWAYS AND GATES PROVIDING USER PASSAGE SHALL COMPLY (206.5)2. ADJUST DOOR CLOSERS SO THAT THE DOOR TAKES AT LEAST 5 SECONDS TO MOVE FROM 90 DEGREE OPEN POSITION TO 12 DEGREES FROM LATCH (404.2.8)3. FIRE DOORS SHALL HAVE MINIMUM OPENING FORCEALLOWABLE BY THE BUILDING AND FIRE CODES. OTHER INTERIOR DOORS, 5 POUNDS MAXIMUM, (404.2.9)4. MANEUVERING CLEARANCES ARE REQUIRED AT AUTOMATIC DOORS UNLESS DOOR OPERATION HAS STANDBY POWER (404.3.2)APPROACH48" MIN.APPROACH60" MIN.18" MIN.APPROACH48" MIN.APPROACH48" MIN.12" MIN.APPROACHX > 8"18" MIN.60" MIN.
APPROACH X > 36"42" MIN.
APPROACH
36" CLEAR60" MIN.
APPROACH
42" CLEAR54" MIN.
APPROACH
22" MIN.42" MIN.APPROACH48" MIN.
X > 8"
APPROACH
42" MIN.22" MIN.APPROACH
22" MIN.48" MIN.
APPROACH
48" MIN.24" MIN.APPROACH
54" MIN.24" MIN.APPROACHX > 8"12" MIN.48" MIN.
APPROACH
42" MIN.24" MIN.APPROACH
48" MIN.24" MIN.APPROACH
42" MIN.24" MIN.REACH RANGESRef. Section 308NOTE:ANY OPERABLE PART OF ANYDEVICE SHALL BE INSTALLEDWITHIN THE REACHES SHOWN(309)Fig. 308.2.1UNOBSTRUCTED FORWARD REACHFig. 308.2.2OBSTRUCTED HIGH FORWARD REACHFig. 308.3.1UNOBSTRUCTED SIDE REACHFig. 308.3.2OBSTRUCTED HIGH SIDE REACH(a)(b)(b)(a)15" MIN.48" MAX.
48" MAX.20" MAX.44" MAX.>20" - 25"15" MIN.48" MAX.10" MAX.48" MAX.
34" MAX.+10" - 24"3$" MAX.
46" MAX.10" MAX.TOILET ROOM NOTES:1. A TURNING SPACE PER SECTION 304 IS REQUIRED WITHIN A TOILET ROOM (603.2.1)2. ONLY THE FOLLOWING OBJECTS ARE PERMITTED TO OVERLAP THE REQUIRED CLEARANCE: GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNIT, COAT HOOKS AND SHELVES (604.3.2)3. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET (604.6)4. URINALS SHALL HAVE A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR FORWARD APPROACH AND CENTERED ON UNIT (605.3)5. LAVATORIES SHALL HAVE CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR FORWARD APPROACH AND CENTERED ON UNIT (606.2)6. KNEE & TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED (602.2)7. EXPOSED WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED. THERE SHALL BE NO SHARP OR abraSIVE SURFACES UNDER LAVATORIES (606.5)8. INSTALL GRAB BAR TO WITHSTAND NOT LESS THAN A 250 POUND FORCE APPLIED AT ANY POINT ON THE BAR (609.8)AMBULATORY ACCESSIBLE TOILET COMPARTMENTFig. 604.8.242" MIN.APPROACH32" MIN.
17" - 19"
35" - 37"LAVATORYRef. Sections 606 & 603.340" MAX.
REFLECTIVE SURFACE MIRROR15" MIN.URINALRef. Section 60517" MAX.
48" CONTROLS WHEELCHAIR ACCESSIBLE TOILETCOMPARTMENT TOE CLEARANCEFig. 604.8.2(a)ELEVATION(c)PLAN9"PARTITION6" MIN.6" MIN.6" MAX.WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTRef. Section 60460" MIN.
16" - 18"
4" MAX.4" MAX.32" MIN.32" MIN.APPROACH42" MIN.56" MIN.59" MIN.W/ WALL MTD. W.C.W/ FLR. MTD. W.C.ALTERNATE DOORLOCATION(b)RECESSED OBJECTS(a)PROJECTING OBJECTSSPACING OF GRAB BARSFig. 609.312" MIN.
1 1/2" MIN.1 1/4" - 2"CIRCULAR1-1/2" TO WALL60" MIN.56" MIN.Fig. 604.3.1CLEARANCE AT WATER CLOSETS34" MAX.60" MIN.DRINKING FOUNTAIN NOTES:1. KNEE & TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED (602.2)2. WHERE DRINKING FOUNTAIN ISREQUIRED, TWO SHALL BE PROVIDED; ONE HIGH & ONE LOW (211.2)3. UNITS SHALL HAVE A CLEAR FLOORSPACE COMPLYING WITH 305 POSITIONED FOR FORWARD APPROACH AND CENTERED ON UNTI (602.2)DRINKING FOUNTAINRef. Section 602DRINKING FOUNTAIN SPOUT LOCATIONFig. 602.5DRINKING FOUNTAIN OUTLETHEIGHTS38" - 43"
36" MAX.Ref. 602.7Ref. 602.4CLEARFLOORSPACE5" MAX.15" MIN.ACCESSIBLEGUIDELINESTHIS DRAWING IS A REPRESENTATIVESUMMARYOF THE REQUIREMENTS OF THE 2010 ADASTANDARDS THAT MAY BE APPLICABLE TO THEPROJECT. WHERE SPECIFIC DIMENSIONALINFORMATION AND CLEARANCES ARE NOTNOTED ON THE DRAWINGS, CONSTRUCT TOTHECLEARANCES AND TOLERANCES SHOWN ONTHIS SHEET. WHERE DRAWINGS SPECIFICALLYINDICATE DIFFERENT OR CONFLICTINGINFORMATION TO THE STANDARDS DEPICTEDON THIS SHEET, CONSTRUCT USING THE MORESTRINGENT REQUIREMENT OR CONTACT THEARCHITECT FOR RESOLUTION.KNEE & TOE CLEARANCESRef. Section 3069"6" MAX.30" MIN.17" - 25"8" MIN.11" MIN.9" MIN.
30" MIN.25" MAX.(a)ELEVATION(b)PLAN(a)ELEVATION(b)PLANFig. 306.2TOE CLEARANCESFig. 306.3KNEE CLEARANCESDOORS & GATES IN SERIESFig. 404.2.6(a)(b)(c)48" MIN.48" MIN.(b)48" MIN.TACTILE SIGNSRef. Section 703TACTILE SIGN NOTES:1. RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 703.4 (703.2)2. BRAILLED SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH 703.3 AND 703.4 (703.3)3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. (703.3.2)4. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES (150 MM) MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. (703.6.1)5. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH.PICTOGRAMS SHALL CONTRACT WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. (703.6.2)HEIGHT OF RAISEDCHARACTERSFig. 703.2.5POSITION OF BRAILLEFig. 703.3.2LOCATION OF TACTILE SIGNS AT DOORSFig. 703.4.2TACTILE CHARACTER HEIGHT ABOVE FLOORFig. 703.4.148" AFFMIN.60" AFFMAX.CENTERLINE OFTACTILECHARACTERS45.
0
0
0
°
5/8" - 2"
3/8" MIN.3/8" MIN.
18" MIN.18" MIN.CLTOILET ROOM CLEARANCES & MOUNTING HEIGHTSRef. Chapter 6TOILETFLUSH CONTROL(OPEN SIDE)36" MIN.12" MIN.16" - 18"Ref. 604.233" - 36"
Ref. 609.4 T/ GRAB BAR12" MAX.54" MIN.42" MIN.48" MAX.
15" MIN.
17" - 19"
T/ SEAT7" - 9"DISPENSER OUTLET LOCATION39"-41"18" MIN.
39"-41"SHOWER COMPARTMENTSRef. Sections 608 & 610TRANSFER TYPE SHOWERCOMPARTMENT SIZE ANDCLEARANCEFig. 608.2.1GRAB BARS FOR TRANSFERTYPE SHOWERSFig. 608.3.1TRANSFER TYPE SHOWERCOMPARTMENT CONTROLLOCATIONFig. 608.5.1L-SHAPED SHOWER SEATFig. 610.3.24'-0"MIN.3'-0"3'-0"MIN.3'-0"BACKWALLSEATWALLCONTROLWALLBACKWALLSEATWALLCONTROLWALL1'-6"4'-0"MAX.
38" MIN.CLSIDEWALL22"-23"14"-15"15"-16"SEATWALL(a)SIZE(b)DISTANCE FROM WALL1 1/2"MAX.2 1/2"MAX.SEATWALLCOMPARTMENTENTRY3"MAX.15" MAX.ROLL-IN TYPE SHOWERCOMPARTMENT SIZE ANDCLEARANCEFig. 608.2.25'-0"MIN.2'-6"
MIN.
2'-6"
MIN.BACKWALLGRAB BARS FOR ROLL-IN TYPESHOWERS (WITHOUT SEAT)Fig. 608.3.2 (a)BACKWALL6"
MAX
6"MAX6"MAX.6"
MAXSIDEWALLSIDEWALL
ROLL-IN TYPE SHOWERCOMPARTMENT CONTROLLOCATION (WITHOUT SEAT)Fig. 608.5.2 (a)4'-0"
MAX.CAN BE LOCATED ONANY WALL OFSHOWERGRAB BARS FOR ROLL-IN TYPESHOWERS (WITH SEAT)Fig. 608.3.2 (b)BACKWALL6"
MAX
6"MAX.SIDEWALLSIDEWALLDO NOT EXTENDGRAB BAR OVERSEATROLL-IN TYPE SHOWERCOMPARTMENT CONTROLLOCATION (WITH SEAT)Fig. 608.5.2 (b)4'-0"
MAX.CONTROLS TO BELOCATED ON BACKWALL WITHIN 27" OFSEAT WALL WHERESEAT IS PROVIDED2'-3"RECTANGULAR SHOWER SEATFig. 610.3.11 1/2"MAX.SEATWALL3"MAX.2 1/2"MAX.15"-16"CLCLCLCLCLCL
A-0.2ADA STANDARDSSHEET NUMBERJOB NO:DATE:DRAWN BY:COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Apr 25, 2020 - 4:54 pmNEW FACILITY FOR:ADP ARCHITECTS
1915608-20-19GWHATHAWAY DEVELOPMENT
2198 & 2262 E. FRANKLIN
BOISE, IDAHO 83642 ARCHITECTAR-818618LICENSEDSTATE OF IDAHOGLENN WALKER04/29/201 ISSUE FOR PERMIT 04/29/20
20,000 SQ. FT. FACILITY
3
JS
1
CJ3
VS
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SB
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1
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VS2
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9
MS
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GT3
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1
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3
VS
1
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1
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1
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3
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1
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LS
PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES
DECIDUOUS SHADE TREES
6 CJ Cercidiphyllum japonicum Katsura Tree 2" CAL. B&B 40'H x 40'W
7 GT Gleditsia triacanthos intermis 'Impcole'Imperial Honeylocust 2" CAL. B&B 35'H x 30'W
12 TT Tilia tomentosa 'Sterling'Sterling Linden 2" CAL. B&B 40'H x 35'W
12 LS Liquidambar styraciflua 'slender silhouette' Slender silhouette Sweetgum 2" CAL. B&B 25'H x 8'W
SHRUBS/PERENNIALS/ORNAMENTAL GRASSES
19 JS Juniperus sabina 'Broadmoor'Broadmoor Juniper #1 2'H x 6'W
9 MS Miscanthus sinensis 'Adagio'Adagio Maiden Grass #2 5'H x 3'W
19 PO Physocarpus oplifolius 'Center Glow'Center Glow Ninebark #5 6'H x 6'W
6 SB Spiraea x bumalda 'Goldflame'Goldflame Spirea #5 4'H x 4'W
49 VS Veronica spicata 'Royal Candles'Royal Candles Speedwell #1 1'H x 1.5'W
LANDSCAPE LEGEND
QUANTITY
PLANT IDENTIFICATION KEY
TREES AND PLANTS TO BE
INSTALLED
EXISTING TREES TO BE
REMAIN
EXISTING TREES TO BE
REMOVED
PROPERTY LINE (VERIFY)
2
QC
MAINTAINED LAWN AREAS
TURF SOD AND TOPSOIL AS
SPECIFIED
2" MINUS PERMABARK MULCH
AT 3" DEPTH OVER DEWITT
PRO-5 WEED BARRIER
LANDSCAPE FABRIC AND
TOPSOIL AS SPECIFIED
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0
1"= 20'-0"
20 40 6020
CERTIFICATE OF ZONING COMPLIANCE SITE AND LANDSCAPE PLAN
SHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Mar 20, 2020 - 4:22 pmNEW FACILITY FOR:ADP ARCHITECTS19156/19050
11-21-19
LPHATHAWAY DEVELOPMENT2198 & 2262 E. FRANKLINBOISE, IDAHO 83642PROJECT INFORMATION
LANDSCAPE REQUIREMENTS
TOTAL PROPERTY SIZE= 64,543 S.F. - 1.48 ACRES
ZONING DISTRICT= C-G
LOT IMPROVEMENTS AREA= 64,543 S.F.
BUILDING COVERAGE: 19,922 S.F.
HARDSCAPE COVERAGE: 33,369 S.F.
LANDSCAPE COVERAGE: 11,252 S.F.
NUMBER OF PARKING STALLS PROVIDED:
39 STANDARD STALLS
0 COMPACT STALLS
2 ADA STALLS
TOTAL: 41 STALLS
NUMBER OF BICYCLE PARKING SPACES REQUIRED:
(1 STALLS/25 REQUIRED STALLS) = 2 BICYCLE STALLS
NUMBER OF BICYCLE PARKING SPACES PROVIDED: 3
PROPOSED ONE RACK (ONE RACK = 2 STALLS)
TOTAL NUMBER OF TREES: 34
TOTAL NUMBER OF TREE SPECIES: 4
TOTAL NUMBER OF TREE SPECIES REQUIRED: 3
PROVIDED PARKING LOT TREES: 13
SETBACKS:
FRONT: 0'
REAR: 0'
SIDE: 0'
LANDSCAPE BUFFER REQUIREMENTS:
WEST LANDSCAPE BUFFER:
115 LIN. FT.
8.3 FT. WIDTH PARKING BUFFER PROVIDED
(5 FT. LANDSCAPE BUFFER REQUIRED)
REQUIRED TREES - 3
PROVIDED TREES - 3
NORTH BOUNDARY LANDSCAPE BUFFER:
561 LIN. FT.
5 FT. (VARIES) BUFFER PROVIDED
(5 FT. LANDSCAPE BUFFER REQUIRED)
REQUIRED TREES - 16
PROVIDED TREES - 16
EAST BOUNDARY LANDSCAPE BUFFER:
115 LIN. FT.
8.8 FT. WIDTH BUFFER PROVIDED
(5 FT. LANDSCAPE BUFFER REQUIRED)
REQUIRED TREES - 3
PROVIDED TREES - 3
SOUTH BOUNDARY LANDSCAPE BUFFER:
513 LIN. FT.
9.2 FT. BUFFER PROVIDED
(5 FT. LANDSCAPE BUFFER REQUIRED)
REQUIRED TREES - 16
PROVIDED TREES - 16 (12 EXISTING, PUBLIC RIGHT-OF-WAY)
1.VISION TRIANGLE
2.TRASH ENCLOSURE
3.EXISTING TREE TO REMAIN
4.EXISTING TREE TO BE REMOVED
5.EXISTING TURF TO REMAIN
6.EXISTING CHAINLINK FENCE WITH BARBED WIRE ARMS
7.SOL BIKE RACK BY HUNTCO, SEE DETAIL 4/L1.5
CALLOUT NOTES #CALLOUT NUMBERS
REFER TO NUMBERED
NOTES BELOW
LANDSCAPE NOTES:
1.CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER
EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK.
2.NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE
MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED.
3.COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.
4.COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP.
5.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS.
6.ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE
REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
7.IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT
SYMBOL NUMBERS.
8.ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 2" MINUS PERMABARK OVER DEWITT PRO-5 WEED
BARRIER LANDSCAPE FABRIC. SUBMIT SAMPLE FOR APPROVAL.
9.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE
OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND
SPECIES AT NO COST TO THE OWNER.
10.FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN
ACCORDANCE WITH THE SITE CIVIL GRADING PLAN.
11.AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET.
ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.
12.FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS.
13.ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL.
SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER
BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS.
14.REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT.
VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE
ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE
OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO
7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER:
A) PROVIDE APPROVED IMPORTED TOPSOIL, OR
B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
15.IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL,
REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER
THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH.
A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE
PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT
LESS THAN 4 INCHES.
B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED
COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE
FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR
MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6.
16.IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF
PROPERLY OFF SITE.
17.TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR FACILITIES.
18.STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND
INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.
19.IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
1.ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE
AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL
STATIONS.
2.PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES.
3.POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18" AT PLANTER BEDS.
4.PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR
SHRUB MASSINGS SHALL HAVE A POP-UP SPRAY SYSTEM.
5.ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS
FOLLOWS:
a.PRECISE INDIVIDUAL STATION TIMING
b.RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
c.AT LEAST ONE PROGRAM FOR EACH HYDROZONE
d.SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
e.POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED
TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
6.INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
7.THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD COVERAGE WITH TRIANGULAR SPACING.
8.SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS,
DRIVEWAYS, AND ASPHALT AREAS).
9.PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. APPROVE Q.C.V. LOCATIONS WITH
LANDSCAPE ARCHITECT.
IRRIGATION NOTES:
1.ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO
PLANTING OR HYDROSEEDING.
2.CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH “ROUND-UP” (CONTACT HERBICIDE) OR APPROVED EQUAL.
3.DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE.
4.CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF
THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS.
5.APPLY SECOND APPLICATION OF “ROUND-UP” TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S
SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE.
6.IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A
THIRD APPLICATION.
7.AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE.
WEED ABATEMENT NOTES:
TREE PROTECTION NOTES:
1.PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY BELOW THE DRIPLINE OF THE TREE) OF THE TREES TO REMAIN ON SITE
BY:
a.CONSTRUCTING A TEMPORARY CHAINLINK FENCE AROUND THE CRITICAL ROOT ZONE OF THE TREE TO BE PROTECTED PRIOR
TO DEMOLITION, CONSTRUCTION, OR ANY SITE WORK.
b.NOT ALLOWING COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION.
c.NOT ALLOWING CONCRETE TRUCKS TO RINSE WITHIN THE PROTECTION AREA, OR ANYWHERE NEAR EXISTING TREE ROOTS OR
IN PLANNED PLANTING BEDS AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN FOR APPROVED CONCRETE WASHOUT
AREAS.
d.NOT STOCKPILING MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE PROTECTION AREA.
e.WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER AT THE RATE OF NOT LESS THAN THE
EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK.
f.NOT TRENCHING, EXCAVATING, FILLING, OR OTHERWISE DISTURBING THE SOIL WITHIN THE CRITICAL ROOT ZONE.
g.ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS.
2.PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED BY:
a.OPERATING EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES.
b.HAVING TREES PRUNED BY A LICENSED ARBORIST.
3.ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA:
EXISTING TREE REPLACEMENT
1" TO 6" CALIPER........................................................................2X CALIPER OF TREE REMOVED
6" TO 12" CALIPER .................................................................1.5X CALIPER OF TREE REMOVED
> 12" OR LARGER CALIPER .......................................................1X CALIPER OF TREE REMOVED
EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE REPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER
TREES.
TREE MITIGATION NOTES:
1.THE EXISTING TREES TO BE REMOVED ARE AS FOLLOWS FROM THE INTERIOR OF THE SITE (AS NOTED ON PLAN):
- (2) MULTI TRUNK APPLE - NO LANDSCAPE VALUE
- (2) MULTI TRUNK LINDEN - NO LANDSCAPE VALUE
- (1) 4" CAL. ALDER - NO LANDSCAPE VALUE
-(1) 18" CAL. ALDER - NO LANDSCAPE VALUE
-(1) MULTI TRUNK RUSSIAN OLIVE - NO LANDSCAPE VALUE
TOTAL CALIPER INCHES REQUIRED
FOR MITIGATION = 0 CALIPER INCHES
EXISTING TREES TO BE SAVED ON SITE (SOUTH ROAD BUFFER) THAT WILL COUNT TOWARDS MITIGATION ARE AS FOLLOWS:
- (5) 6" CAL. LINDEN
- (3) 8" CAL. LINDEN
- (1) 6" CAL. CHOKECHERRY
- (2) 8" CAL. CHOKECHERRY
-(2) 3" CAL. OAK
TOTAL CALIPER INCHES = 82 CALIPER INCHES
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OLICENS
E
D
LANDS C A P E ARCHITECTRODNEY P . EVAN
S
JR.L1.5 CZC SITE AND LANDSCAPE DETAILSSHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Mar 20, 2020 - 4:22 pmNEW FACILITY FOR:ADP ARCHITECTS19156/19050
11-21-19
LPHATHAWAY DEVELOPMENT2198 & 2262 E. FRANKLINBOISE, IDAHO 83642SHRUB PLANTING3 NOT TO SCALE
1.SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY.
2.WATER SHRUB TWICE WITHIN FIRST 24 HOURS.
3.THIN BRANCHES AND FOLIAGE BY 13.
4.DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE.
5.FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED
VERTICAL CUTS.
NOTES:
REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER
MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT
ROOT GROWTH
CONSTRUCT 2" EARTH BERM TO FORM A WATER
RETENTION BASIN, FILL BERM WITH MULCH, AS
SPECIFIED
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO
NOT COVER CROWNS OF PLANTS
PROVIDE COMMERCIAL FERTILIZER TABLETS AND
BIOSTIMULANT, AS SPECIFIED, FOR EACH SHRUB
BACKFILL WITH APPROVED TOPSOIL AND SOIL
AMENDMENTS, AS SPECIFIED. BACKFILL IN 6" LIFTS,
WATER EACH LAYER, DO NOT TAMP OR OVER
COMPACT.
CONSTRUCT 6" MOUND OF TOPSOIL
DECIDUOUS TREE PLANTING1 NOT TO SCALE
SOIL LINE
ROOT FLARE TO BE AT SOIL LINE
NOTES:
1.REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 2 3 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM
ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY
BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL.
2.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
3.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
ARCHITECT BEFORE PROCEEDING.
4.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
MATERIAL.
5.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING
METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
6.WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
7.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
8.FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT
#24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS
SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS.
REMOVE DEAD/DAMAGED BRANCHES AND
PRUNE TO INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS; IMPROPERLY
PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED
AND REPLACED. DO NOT REMOVE MAIN
LEADER!!
RUBBER CINCH TIE
2"x 2" WOOD STAKE (LENGTH AS
REQUIRED)-DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO
PREVAILING WIND.
REMOVE TREE WRAP TRUNK PROTECTION,
AFTER INSTALLATION
CONSTRUCT 2" EARTH BERM AT EDGE OF
ROOTBALL, FILL TREE RING W/ MULCH, AS
SPECIFIED.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK.
FINISH GRADE
PREVAILING WIND DIRECTION
COMMERCIAL SLOW RELEASE FERTILIZER
TABLETS
SIDES OF HOLE ROUGH & UNEVEN
BACKFILL WITH APPROVED TOPSOIL AND
SOIL AMENDMENTS AS SPECIFIED.
BACKFILL IN 6" LIFTS, WATER EACH LAYER,
TAMP LIGHTLY AS REQUIRED, BACKFILL
SOIL EVEN W/ TOP OF ROOTBALL,
DO NOT OVER COMPACT!!
SET ROOTBALL ON NATIVE, UNDISTURBED
SOIL
GROUNDCOVER PLANTING2 NOT TO SCALE
SECTION
PLAN VIEW
1.ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN.
2.APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
BEDS.
NOTES:
FINISH GRADE PER PLANS
GROUNDCOVER PLANTING PER PLANTING PLAN
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED.
DO NOT COVER CROWNS OF PLANTS
TILL SOIL TO A DEPTH OF 12", BACKFILL WITH
APPROVED TOPSOIL AND SOIL AMENDMENTS, AS
SPECIFIED.
SUBGRADE
A = LENGTH, AS SPECIFIED
OR PER PLANT SCHEDULE
B = 85% OF 'A'
PR
E
LI
MI
N
A
R
Y
NOT FORC O N S T R U C T I O NBIKE RACK4 3/4" = 1'-0"
ROUND STEEL CIRCULAR BIKE
RACKS BY HUNTCO, "THE SOL"
MODEL. 2" SCH. 40 ROUND
STAINLESS STEEL
20,000 SQ. FT. FACILITY
S
S
S
S
SS SS SS SS
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTST
SSSSSSSSSSSSXXXXXX X X X X
XXXXXXXXXXXXXSHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Apr 25, 2020 - 6:05 pmNEW FACILITY FOR:ADP ARCHITECTS19156
08-20-19
GWHATHAWAY DEVELOPMENT2189 E. FRANKLIN ROADMERIDIAN, IDAHO 836425'-0"19'-0"25'-10"10'-11"12'-0"1'-11"400'-0"9'-0"63'-0"48'-0"11'-6"25'-0"19'-3"8'-0"15'-0"8'-0"9'-0"9'-0"27'-0"36'-0"9'-0"9'-0"34'-2"9'-0"36'-0"9'-0"37'-6"9'-0"45'-0"8'-8"38'-8"8'-11"27'-0"9'-0"19'-0"25'-0"19'-0"8'-11"
10'-0"5'-0"9'-0"63'-0"90'-0"2'-11"5'-0"LANDSCAPING
ASPHALT PAVING
PROPOSED
BUILDING
46'-8"25'-6"
LANDSCAPING LANDSCAPING
ASPHALT PAVINGASPHALT PAVINGSITE PLAN
1'=20'-0"SITE PLANMW
MW
MW
DS
DS
SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6 SD6DSDSDSDS
SD6SD6SD6SD6SD66'-0"A1.1
A1.1
A1.1
2
A1.1
6
A1.1
6
A1.1
8
A1.1
9
1 HR RATED WALL
9'-0"TYP.62'-3"
STRIPE TO PUBLICWAY
SITE DATA
PARKING SHOWN:40 STANDARD STALLS - 2 ACCESSIBLE STALLS
PARKING REQUIRED:
20,000 S.F. 40 STANDARD STALLS - 2 ACCESSIBLE STALLS
SITE AREA:1.48 ACRES OR 64581.7 S.F.
SITE COVERAGE BUILDING:20,000 S.F. OR 30.96%
LANDSCAPING:11,143 S.F. OR 4.80x dt %
PAVED AREA:95,802 S.F. OR 41.01%
SIDEWALKS, APRONS,:36,616 S.F. OR 15.66%
ZONING:IL
SETBACKS:FRONT: 35'-0"
REAR: 0
INTERIOR SIDE: 0
STREET SIDE: 30'-0"SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 6'-0"6'-0"13'-0"FSFSFSFSSEE DETAIL 7/A1.1
A1.1
10
1
KEYNOTES
9'-0" WIDE HANDICAPPED ACCESS AISLE WITH PAINTED STRIPES.
STRIPED AREA FOR ACCESSIBLE ROUT FROM THE BUILDING ENTRY TO
PUBLIC RIGHT OF WAY. WIDTH 5'-0" SEE DETAIL 7/A1.1
HANDICAPPED SIGN MOUNTED TO POLE SEE DETAIL 4/A1.1
SIDEWALK FLUSH WITH THE ASPHALT SEE DETAIL 2/A1.1
4" WIDE PARKING STRIPES, TYPICAL.
LANDSCAPE ISLANDS/AREAS REFER TO THE LANDSCAPE PLAN.
EXTRUDED CURB TYPICAL SEE DETAIL 1/A1.1
PIPE BOLLARD SEE DETAIL 10/A1.1 EACH SIDE OF DOOR TYP. AT ALL O.H.
DOORS
TRASH INCLOSURE SEE DETAILS 8/A-1.1
NEW FIRE HYDRANT SEE CIVIL PLANS.
CUT CURB FOR ACCESSIBLE SIDEWALK TO PUBLIC RIGHT OF WAY/
2
3 4
5 5
5
6
6
6 7
7
7
7
8
9
10
11
12
12
12
13
13
13
13
14 14
14
1
14
2
3
4
5
6
7
8
9
10
11
12
13
145'-0"VALLEY GUTTER SEE CIVIL DRAWINGS & DETAIL 6/A-1.1.
DRAIN FIELD SEE CIVIL DRAWINGS.
RETAINING WALL SEE CIVIL PLANS.
PAINTED HANDICAP SYMBOL, REFER TO DETAIL 3/A-1.1 TYP. AT EACH
ACCESSIBLE STALL.
CONCRETE PARKING BUMPER, REFER TO DETAIL 5/A-1.1 TYP AT EACH
PARKING STALL.
BICYCLE RACK PARKING W/ 10'-0" X 16'-0" CONCRETE PAD, REFER TO DETAIL
9/A-1.1.
5'-0" WIDE SIDEWALK FOR CONNECTION TO STREET.
15
15
3
15
2
7
3
16
16 4 5 3
7
17
17
SYMBOL LEGEND
X = AMOUNT OF PARKING STALLS
11
4
6'-0"5'-0"
5'-0"
9'-0"9'-0"
4
16
A-1.0
04/29/201ISSUE FOR PERMIT04/29/2018
18
SHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Apr 25, 2020 - 6:10 pmNEW FACILITY FOR:ADP ARCHITECTS19156
08-20-19
GWHATHAWAY DEVELOPMENT2189 E. FRANKLIN ROADMERIDIAN, IDAHO 83642EXTRUDED CURB DETAIL
FLUSH SIDEWALK TURNDOWN EDGE
HANDICAPPED SIGN
HANDICAPPED SIGN
TYPICAL TRASH ENCLOSURE DETAIL
PARKING BLOCK
BIKE RACK DETAIL
3'-0" ONSITE VALLEY GUTTER
PEDESTRIAN WALK STRIPING SITE DETAILS3/8" REBAR
3/4" PIN HOLE
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER
BOLLARD DETAIL
A-1.1
04/29/201ISSUE FOR PERMIT04/29/20
SHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Apr 25, 2020 - 6:17 pmNEW FACILITY FOR:ADP ARCHITECTS19156
08-20-19
GWHATHAWAY DEVELOPMENT2189 E. FRANKLIN ROADMERIDIAN, IDAHO 83642 OVERALL FLOOR PLAN
A
B
C
D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
FIRE
RISER
RM.
ELECT.
RM.MATCH LINE400'-0"
200'-0"200'-0"
20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0" OVERALL FLOOR PLAN2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
A
20'-0"20'-0"
A
4'-0"12'-0"5'-10"10'-0"10'-0"16'-4"10'-0"5'-10"12'-0"8'-0"12'-0"5'-10"10'-0"16'-4"10'-0"5'-10"12'-0"8'-0"12'-0"5'-10"10'-0"21'-4"10'-0"8'-4"12'-0"13'-0"12'-0"8'-4"10'-0"26'-4"10'-0"8'-4"12'-0"12'-10"12'-2"8'-4"10'-0"13'-2"22'-0"6'-0"22'-0"22'-0"6'-0"22'-0"50'-0"15'-0"20'-0"15'-0"DOOR TYPES
STOREFRONT
ALUMINUM
TYPE A
OVERHEAD
INSULATEDSOLID CORE
METAL
HOLLOW
TYPE B
BIRCH
TYPE D TYPE E
METAL
HOLLOW
TYPE C
METAL
ALUM
DOOR SCHEDULE
DOORS
WIDTH
DOOR FRAME NO.TYPE HDWR.GLASS REMARKSHEIGHT
6
3
5
4
2
1
7
8
9
10
11
12
13
B
E
1
2
3
1
3'-0"
12'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
7'-0"
14'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
TEMP.
GROUP 1
1 EACH CONTINUOUS HINGE
1 EACH CONCEALED ROD PANIC DEVICE
1 EACH CLOSER
1 EACH ADA THRESHOLD 36" WIDE
1 EACH WEATHER STRIP
1 EACH SWEEP
HARDWARE SCHEDULE
1 EACH SILENCER ROCKWOOD 608 GRAY
BUILDING CROSS SECTION
PREFINISHED STANDING SEAM
METAL ROOFING SYSTEM TYP.
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
8" METAL GiRTS PER
METAL BUILDING MFG.
FOOTING AND FND.
SEE STRUCTURAL
DRAWINGS
FOOTING AND
PILASTER BEYOND
SEE STRUCTURAL
DRAWINGS
METAL BUILDING
MAIN FRAME TYP.
TYP.METAL BUILDING
END WALL COLUMNS
6" CONCRETE FLOOR SLAB WITH
DIAMOND DOWELS ON 4" OF
COMPACTED 3/4" ROAD MIX GRAVEL
ON A MINIMUM OF 12" OF COMPACTED
PIT RUN FILL ON UNDISTURBED EARTH
2" RIDGED INSULATION
1
GROUP 2
3 EACH HINGES ECBB 1101 4 1/2"X4 1/2" 26D
1 EACH LEVER ENTRANCE LOCK S. PARKER C8161A 26D
1 EACH S. PARKER CLOSER BC900 AL
1 EACH THRESHOLD HAGER 404SA 36" AL
1 EACH WEATHERSTRIP HAGER 891SV 36"x84" AL
1 EACH DOOR SWEEP 750SXN 36" AL
1 EACH LATCH PROTECTOR HAGER 341D
GROUP 3 HARDWARE BY MANUFACTURER
1 EACH CHAIN HOIST OPERATOR
1 EACH DRIP LIP HAGER 81OS X 40" AL
1 HR RATED DOOR & FRAMEH.M.
NA
3'-0"7'-0"
NA
ALUM 1 1 TEMP.
METAL E 3 12'-0"14'-0"NA
METAL E 3 12'-0"14'-0"NA
ALUM 1 1 TEMP.
ALUM 1 1 TEMP.
METAL E 3 12'-0"14'-0"NA
METAL E 3 12'-0"14'-0"NA
ALUM 1 1 TEMP.
14
15
16
17
18
19
ALUM 1 1 TEMP.
ALUM 1 1 TEMP.
ALUM 1 1 TEMP.
ALUM 1 1 TEMP.
3'-0"7'-0"
3'-0"7'-0"
3'-0"7'-0"
METAL E 3 12'-0"14'-0"NA
METAL E 3 12'-0"14'-0"NA
METAL E 3 12'-0"14'-0"NA
METAL E 3 12'-0"14'-0"NA
22'-2"50'-0"
15'-0"
6" VINYL FACED
R-19 INSULATION
METAL BUILDING
MAIN FRAME TYP.
8" METAL PURLINS PER
METAL BUILDING MFG.
SURFACE MOUNTED
METAL GUTTERS AND
DOWNSPOUTS BY
METAL BUILDING MFG.OR 16'-0"NORTH WALL FILL IN BETWEN
THE WALL GIRTS WITH 20 GA.
STEEL STUDS AT 2'-0"
FLUSH WITH THE EXTERIOR. FILL
WITH 8" BATT INSULATION
COVER WITH DENSGLASS AND
METAL BLDG. PANELS. REFER TO
WALL TYPE 2A SHEET A-2.1
NORTH WALL COVER WITH
DENSARMOR PLUSS ON THE
INTERIOR TYP. 1 HR RATED
WALL ASSAMBLY.18'-0"A-2.0
1
A-2.0
1
CAP STONE BY
ROBINSON BRICK TO
MATCH ASPEN
BARK
STONE BY ROBINSON BRICK
COMPANY ASPEN BARK4'-0"3'-7"PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
A
6'-0"4'-0"WINDOW TYPE A3'-6"FINISH FLOOR
1" INSULATED
GLASS GRAY
TINTED 3'-6"CLEAR ALUMINUM
WINDOW FAME
VERIFY ROOM
SIZES WITH
CONTRACYORS
BOARD AND
BATTEN WOOD
SIDING
NORTH WALL FILL IN BETWEEN
THE WALL GIRTS WITH 20 GA.
STEEL STUDS AT 2'-0"
FLUSH WITH THE EXTERIOR. FILL
WITH 8" BATT INSULATION
COVER WITH DENSGLASS. REFER
TO WALL TYPE 2A SHEET
A-2.1
WAREHOUSE
ALUNINUM FRAME
TO BE CLASS 1 CLEAR FINISH
T
T
3'-4"3'-4"3'-4"4'-2"7'-2"WINDOW TYPE B
WINDOW TYPE C
T
T
3'-4"3'-4"3'-4"4'-2"7'-2"B B B B BCCCC
100
102 101
15'-0"20'-0"
A
A
A
FLOOR
ELECTRICAL ROOM
WAREHOUSE
ROOM NAME
102
101
ROOM
NO.
100
ROOM FINISH SCHEDULE
CEILING
N.WALL E.WALL W.WALLS.WALL
HT.
FIRE RISER ROOM
VARIES
VARIES
VARIES
FINISH INDEX:
A. SEALED CONCRETE
WALLS:
1. PREFINISHED METAL BUILDING WALL PANELS, NO BASE
2. 5/8" TYPE "X" GYPSUM BOARD TAPE,TEXTURE, PAINT W/
TWO COATS LATX PAINT.
CEILINGS:
A
A
A
A. OPEN TO BUILDING ABOVE
1 1 1 1
222
2 2 2
1
1
A-2.0
04/27/201ISSUE FOR PERMIT04/27/204/27/20H.M. = HOLLOW METAL
R-38 SIMPLE-SAVER ROOF
INSULATION SYSTEM
SHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Apr 25, 2020 - 6:33 pmNEW FACILITY FOR:ADP ARCHITECTS19156
08-20-19
GWHATHAWAY DEVELOPMENT2189 E. FRANKLIN ROADMERIDIAN, IDAHO 83642MATCH LINEMATCH LINEENLARGED FLOOR PLAN200'-0"
25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
11
12 13 14 15 16 17 18 19
A
B
C
D
1/8"=1'-0"
FLOOR PLAN EAST HALF
1/8"=1'-0"
FLOOR PLAN WEST HALF 50'-0"15'-0"20'-0"15'-0"7'-0"6'-0"7'-0"A2.1
A2.1
13'-2"10'-0"
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
50'-0"15'-0"20'-0"15'-0"7'-0"6'-0"7'-0"1
2 3 5 6 7 8 9 10 114
12 13 14 17 181516 19
6" CONCRETE FLOOR SLAB WITH CLEAR
SEALER DIAMOND DOWELS ON 4" OF
COMPACTED 3/4" ROAD MIX GRAVEL
ON A MINIMUM OF 8" OF COMPACTED
PIT RUN FILL ON UNDISTURBED EARTH
FIRE
RISER
RM.
ELECT. RM.
NORTH WALL FILL IN BETWEN THE WALL
GIRTS WITH 20 GA. STEEL STUDS AT 2'-0"
FLUSH WITH THE EXTERIOR. FILL WITH 8"
BATT INSULATION COVER WITH
DENSEGLASS AND METAL BLDG. PANELS.
REFER TO WALL TYPE 2A THIS SHEET.
NORTH WALL FILL IN BETWEN
THE WALL GIRTS WITH 18 GAUGE
STEEL STUDS AT 2'-0"
FLUSH WITH THE EXTERIOR. FILL
WITH 8" BATT INSULATION
COVER WITH DINSEGLASS AND
METAL BLDG. PANELS.
WAREHOUSE
6" CONCRETE FLOOR SLAB WITH
DIAMOND DOWELS ON 4" OF
COMPACTED 3/4" ROAD MIX GRAVEL
ON A MINIMUM OF 8" OF COMPACTED
PIT RUN FILL ON UNDISTURBED EARTH
3A
3A
A
AAAA
A
A A A A A
2A
1A
2A
1A
1A
METAL GIRT FRAMING WALL W/ 8" STEEL
STUD INFILL FOR EXTERIOR FINISH1A WALL TYPES
EXTERIOR
SIDE
INTERIOR
SIDE
METAL GIRT FRAMING W/ R-19 MBI INSULATION w/
WMP-50 FACING
EXTERIOR FINISH OVER METAL BUILDING
STRUCTURE.
20 GA. 8" STEEL STUDS INFILL W/ 8" THICK BATT
INSULATION W/ 5 8" DENSGLASS FIREGUARD
SHEATHING APPLIED VERTICALLY EXTERIOR SIDE W/
WATER PERMEABLE BUILDING WRAP W/ STONE
VENEER OR HARDBOARD BOARD & BATTEN WOOD
SIDING.
CONTRACTOR MAY NEED TO NOTCH THE STEEL
STUDS TO PLACE UNDER THE GIRT.PROVIDE FLASHING UNDER METAL
SIDING OVER EXTERIOR FINISH
EXTERIOR
SIDE
INTERIOR
SIDE
METAL GIRT FRAMING
EXTERIOR METAL SIDING OVER WATER
PERMEABLE BUILDING WRAP OVER
DENSGLASS.
EXTERIOR SHEATHING: SEE BELOW
INTERIOR WALLBOARD: SEE BELOW
EXTERIOR SHEATHING
5 8" DENSGLASS FIREGUARD SHEATHING APPLIED VERTICALLY
TO MIN. CORROSION RESISTANT 24 -GAUGE 8" STEEL STUDS 24"
O.C. WITH 1" CORROSION RESISTANT BUGLE HEAD SCREWS 8"
O.C. AT BOARD EDGES AND 8" AT INTERMEDIATE STUDS.
INTERIOR WALLBOARD
5/8” DENSARMOR PLUS FIREGUARD INTERIOR PANELS OR 5/8” TOUGHROCK FIREGUARD X
GYPSUM BOARD APPLIED VERTICALLY TO FRAMING WITH 1” TYPE S BUGLE HEAD
SCREWS 8” O.C. AT BOARD EDGES AND 12” AT INTERMEDIATE STUDS.
2A 1-HR RATED WALL UL U465
6" 18 GA. STEEL STUD WALL AT 16" O.C. TO UNDERSIDE
OF ROOF DECK
ACOUSTIC BATT
INSULATION
5 8" TYPE "X" GYP. B.D EA. SIDE PRIME, PAINT & FINISH,
EACH SIDE.
1-HR STEEL STUD WALL3A
1A
WAREHOUSE
200'-0"
20'-0"
4'-0"12'-0"5'-10"10'-0"16'-4"10'-0"5'-10"12'-0"8'-0"12'-0"5'-10"10'-0"16'-4"10'-0"5'-10"12'-0"8'-0"12'-0"5'-10"10'-0"8'-2"
04/27/201ISSUE FOR PERMIT4/27/208" 20 GA. STEEL STUD INFILL W/ 8" THICK BATT
INSULATION - CONTRACTOR MAY NEED TO NOTCH
THE STEEL STUDS TO PLACE UNDER THE GIRT.
20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"
8'-4"12'-0"13'-0"12'-0"8'-4"10'-0"26'-4"10'-0"8'-4"12'-0"13'-0"12'-0"8'-4"10'-0"13'-2"
1 2 3 4 5 6 7 8
400'-0"MATCH LINE80'-0"80'-0"90'-0"100'-0"50'-0"
LOW EAVE HIGH EAVE LOW EAVE HIGH EAVE LOW EAVE
SHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Apr 25, 2020 - 6:57 pmNEW FACILITY FOR:ADP ARCHITECTS19156
08-20-19
GWHATHAWAY DEVELOPMENT2189 E. FRANKLIN ROADMERIDIAN, IDAHO 83642A
NORTH ELEVATION
9 10 11 12 13 14 15 16 17 18 19
12345678910111213141516171819
400'-0"
PREFINISHED STANDING SEAM
METAL ROOFING SYSTEM TYP.
PREFINISHED STANDING SEAM
METAL ROOFING SYSTEM TYP.
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
NORTH WALL FILL IN BETWEN
THE WALL GIRTS WITH 20 GA.
STEEL STUDS AT 2'-0"
FLUSH WITH THE EXTERIOR. FILL
WITH 8" BATT INSULATION
COVER WITH DENSEGLASS AND
METAL BLDG. PANELS.
PREFINISHED STANDING SEAM
METAL ROOFING SYSTEM TYP.
PREFINISHED STANDING SEAM
METAL ROOFING SYSTEM TYP.
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.MATCH LINEFOOTING AND FND.
SEE STRUCTURAL
DRAWINGS20'-2"SOUTH ELEVATION
WEST ELEVATION EAST ELEVATION20'-2"2'-0"2'-0"CAP STONE BY
ROBINSON BRICK TO
MATCH ASPEN
BARK
CAP STONE BY
ROBINSON BRICK TO
MATCH ASPEN
BARK
STONE BY ROBINSON BRICK
COMPANY ASPEN BARK
STONE BY ROBINSON BRICK
COMPANY ASPEN BARK
12'-0x14'-0"
OVERHEAD
DOOR TYP.
12'-0x14'-0"
OVERHEAD
DOOR TYP.
BOARD AND
BATTEN WOOD
SIDING6" PIPE BOLLARD
SEE DETAIL 10/A-1.1
CLEAR ALUMINUM STOREFRONT
SYSTEM WITH 1" INSULATED GRAY
TINTED GLASS TYPICAL
A DD
FOOTING AND FND.
SEE STRUCTURAL
DRAWINGS
FOOTING AND FND.
SEE STRUCTURAL
DRAWINGS
FOOTING AND FND.
SEE STRUCTURAL
DRAWINGS
STONE BY ROBINSON BRICK
COMPANY ASPEN BARK STONE BY ROBINSON BRICK
COMPANY ASPEN BARKCAP STONE BY
ROBINSON BRICK TO
MATCH ASPEN
BARK
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
PREFINISHED METAL
SIDING BY METAL
BUILDING MFG.
AA2'-0"2'-0"LITE FIXTURES
26 GAUGE METAL CAP FLASHING
BOARD AND
BATTEN WOOD
SIDING
ELEVATIONSA-3.0
04/27/201ISSUE FOR PERMIT4/27/20A A B
C D
A CANOPY DESIGNATION, REFER TO
SHEET A-5.0 FOR CANOPY PLAN
STEEL CANOPY REFER
TO DETAIL 4/A-5.0
STEEL CANOPY REFER
TO DETAIL 4/A-5.0
16'-0"18'-0"22'-2"
SHEET NUMBER
JOB NO:
DATE:
DRAWN BY:
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT
DESIGNS PLUS, P.A.
ARCHITECTURE
Apr 25, 2020 - 7:01 pmNEW FACILITY FOR:ADP ARCHITECTS19156
08-20-19
GWHATHAWAY DEVELOPMENT2198 E. FRANKLIN ROADMERIDIAN, IDAHO 836425 9 13 19
ROOF PLAN
1/16=1'-0"
1 17
24 GAUGE STANDING SEAM METAL
ROOFING SYSTEM WITH R-38 SIMPLE-
SAVER ROOF INSULATION SYSTEM
KEM STRIPS AT ALL JOINTS TYP.
WITH THERMAL BLOCKS AND 4" WIDEROOF SLOPE1/12" PER FOOTDOWNSPOUTS GUTTER AND ROOF SLOPE1/12" PER FOOTROOF SLOPE1/12" PER FOOTROOF SLOPE1/12" PER FOOTROOF SLOPE1/12" PER FOOT50'-0"400'-0"
80'-0"80'-0"90'-0"
HIGH EAVE
LOW EAVE
100'-0"50'-0"
LOW EAVE
LOW EAVE
HIGH EAVE
ROOF PLANA-4.0
04/27/201ISSUE FOR PERMIT4/27/20LOW EAVELOW EAVE
HIGH EAVE
HIGH EAVE
HIGH EAVE
58" DIA. HILTI HUS W/ 5" EMBEDEDTOP AND BOTTOM OF CHANNEL3"2"3"3"3"6"3"3"9"3"SEE PLAN VIEWSEE PLAN VIEWSEE PLAN VIEWC12 X 20.7 AT PERIMETERAND WALL OF BUILDINGHSS 12" X 2" X 316" @SPACING SHOWN REFER TOCANOPY PLANSPOWDER COAT CANOPY INOWNER SELECTED COLOR1'-0"38" STEEL PLATE ATTHE SPACING SHOWNHSS 12" X 2" X 316" AS SHOWNON DETAIL 6/A-5.0 BELOW3'-0"11 2"9"7"714"714"714"714"11 2"18"18"PAINT BOLTS TO MATCHPOWDER COATING AFTERINSTALLEYE BOLT ASSEMBLY FOR HIGHSTRENGTH HEADED RODHIGH STRENGTHSTAINLESS STEEL RODHIGH STRENGTHSTAINLESS STEEL EYEBOLT BRACKET WELDEDTO STEEL CHANNEL12" THICK DIAMOND PLATEATTACHED TO STRUCTURE W/DENSGLASS BACKING IN ORDERTO HAVE IT FLUSH WITH METALPANEL38'-4"3'-0"4'-318"4'-318"4'-318"4'-318"4'-318"STEEL CANOPY AA-5.05A-5.064'-318"4'-318"4'-318"4'-318"43'-4"3'-0"4'-4"4'-4"4'-4"4'-4"4'-4"STEEL CANOPY BA-5.05A-5.064'-4"4'-4"4'-4"4'-4"4'-4"48'-4"3'-0"4'-0516"4'-0516"4'-0516"4'-0516"4'-0516"STEEL CANOPY CA-5.05A-5.064'-0516"4'-0516"4'-0516"4'-0516"4'-0516"4'-0516"4'-0516"12'-0"3'-0"4'-0"4'-0"4'-0"STEEL CANOPY DA-5.06A-5.05A-5.0STEEL DETAILS6CANOPY DETAILSCALE: 1" = 1'-0"5CANOPY DETAILSCALE: 1" = 1'-0"1CANOPY PLANSCALE: 14" = 1'-0"ARCHITECTAR-818618LICENSEDSTATE OF IDAHOGLENN WALKER04/29/201 ISSUE FOR PERMIT 04/29/20SHEET NUMBERJOB NO:DATE:DRAWN BY:COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Apr 26, 2020 - 11:11 amNEW FACILITY FOR:ADP ARCHITECTS
1915608-20-19GWHATHAWAY DEVELOPMENT
2198 & 2262 E. FRANKLIN
BOISE, IDAHO 83642 2CANOPY PLANSCALE: 14" = 1'-0"3CANOPY PLANSCALE: 14" = 1'-0"4CANOPY PLANSCALE: 14" = 1'-0"
A-6.0ENERGY COMPLIANCE SHEET E N V E L O P E E N E R G Y C O M P L I A N C E F O R M GLENN WALKER, AIA04/29/20ARCHITECTAR-818618LICENSEDSTATE OF IDAHOGLENN WALKER04/29/201 ISSUE FOR PERMIT 04/29/20SHEET NUMBERJOB NO:DATE:DRAWN BY:COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Apr 25, 2020 - 4:51 pmNEW FACILITY FOR:ADP ARCHITECTS
1915608-20-19GWHATHAWAY DEVELOPMENT
2198 & 2262 E. FRANKLIN
BOISE, IDAHO 83642
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Air System Information Air System Name ........................................ OFFICES Equipment Class ....................................... SPLT AHU Air System Type .............................................. SZCAV Number of zones .......................................................... 1 Floor Area .......................................................... 19403.0 ft² Location ..................................................... Boise, Idaho Sizing Calculation Information Calculation Months .................................... Jan to Dec Sizing Data ................................................ Calculated Zone CFM Sizing ................ Sum of space airflow rates Space CFM Sizing ............ Individual peak space loads Central Cooling Coil Sizing Data Total coil load ....................................................... 20.8 Tons Total coil load ..................................................... 249.6 MBH Sensible coil load ............................................... 249.6 MBH Coil CFM at Jul 1400 ......................................... 14077 CFM Max block CFM ................................................. 14077 CFM Sum of peak zone CFM ..................................... 14077 CFM Sensible heat ratio .............................................. 1.000 CFM/Ton ............................................................ 676.9 ft²/Ton ................................................................. 933.0 BTU/(hr·ft²) ........................................................... 12.9 Water flow @ 10.0 °F rise ...................................... N/A Load occurs at .................................................. Jul 1400 OA DB / WB ................................................... 98.1 / 62.7 °F Entering DB / WB ........................................... 77.6 / 55.6 °F Leaving DB / WB ........................................... 59.3 / 48.3 °F Coil ADP .................................................................. 57.3 °F Bypass Factor ........................................................ 0.100 Resulting RH .............................................................. 26 % Design supply temp. ................................................ 58.0 °F Zone T-stat Check ................................................. 1 of 1 OK Max zone temperature deviation ................................ 0.0 °F Central Heating Coil Sizing Data Max coil load ...................................................... 211.4 MBH Coil CFM at Des Htg ......................................... 14077 CFM Max coil CFM .................................................... 14077 CFM Water flow @ 20.0 °F drop .................................... N/A Load occurs at ................................................... Des Htg BTU/(hr·ft²) .............................................................. 10.9 Ent. DB / Lvg DB ............................................ 64.2 / 79.6 °F Supply Fan Sizing Data Actual max CFM ................................................ 14077 CFM Standard CFM ................................................... 12678 CFM Actual max CFM/ft² ............................................... 0.73 CFM/ft² Fan motor BHP ........................................................ 0.00 BHP Fan motor kW .......................................................... 0.00 kW Fan static ................................................................. 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM ............................................. 1164 CFM CFM/ft² ................................................................. 0.06 CFM/ft² CFM/person ............................................................. 0.00 CFM/person Air System Sizing Summary for OFFICES Project Name: 20-01 PJD HOLDING 04/06/2020 Prepared by: Kartchner Beaucannon Associates 11:13AM COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Title: 2015 IECC Project Type: New Construction Location: Boise, Idaho Climate Zone: 5b Construction Site: 2198 & 2262 E. Franklin Boise, ID 83642 Owner/Agent: Glen Walker Architecture Designs Plus Boise, ID 83713 208-353-0734 Designer/Contractor: Joseph Wiggins KARTCHNER BEAUCANNON ASSOCIATES 1301 S. FIVE MILE RD. BOISE, ID 83709 208-888-7145 jwiggins@KBAMEP.COM Project Information Energy Code: Hathaway Development Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Additional Efficiency Package(s) Mechanical Systems List Quantity System Type & Description Heating: 1 each − Central Furnace, Gas, Capacity = 80 kBtu/h Proposed Efficiency = 96.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each − Split System, Capacity = 57 kBtu/h, Air−Cooled Condenser, No Economizer, Economizer exception: Low Capacity Residential Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: None 5HVAC System 1 (Single Zone): Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Data filename: Hathaway Development H:\Google Drive\2019\19-95 Hathaway Development Flex Bldg\COMCHECK.cck 04/09/20Report date: 91 of Page ...\19-95 M-6 MECHANICAL SCHEDULE. 4/9/2020 2:25:01 PM
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A B C D E F G HITYPE MANUFACTURER MODEL NUMBER DESCRIPTION LAMPS QTYFIXTURE WATTSTOTAL WATTSNOTESEXIT LIGHT WALL MTDEMX-1LITHONIA LHQM LED G R WITH REMOTE HEAD FURNISHED9 327ELA LED T WP M12SINGLE/DOUBLE FACEHIGHBAY LEDVERIFY MOUNTING HEIGHT WITHSL1METALUX 4ILED-LD5-7-N-UNV-L840-CD1-U PROVIDE W/ EMERGENCY BACK-UPLED15 51765OWNER/ARCHITECT PRIORBATTERYTO ORDERING FIXTUREWB1LITHONIA TWH LED 30C 1000 50K T3M MVOLT WALL MOUNTED LEDLED 21 39 819EXTERIOR LIGHTINGWITH PHOTOCELLRR1LITHONIA REAL6 D6MW ESL 1000L 35K .60SC CEILING MOUNTEDLED 2 11 22L7XLED T24...\19-95 E-3 ELECTRICAL FLOOR PLA 4/9/2020 4:02:19 PM
THREE PHASE PANEL BOARD SCHEDULEPANELBOARD ID: Panel AFEATURES:LOCATION:AIC: WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE1211.7 15/1 1 A 2 50/2 32.6812 3 20/1 3 B 4 32.68125 C 612127 A 812129 B 10121211 C 12121213 A 14121215 B 16121217 C 18121219 A 20121221 B 22121223 C 24121225 A 26121227 B 28121229 C 30121231 A 32121233 B 34121235 C 36121237 A 38121239 B 40121241 C 4212REMARKS:CONNECTED KVA/PHASE5.3 PHASE ATOTAL LOADSCONNECTED LOAD (KVA) DEMAND LOAD (KVA)4.3 PHASE B 9.59 TOTAL CONNECTED KVALIGHTING LIGHTING 0.0 PHASE C 9.66 TOTAL DEMAND KVARECEPTACLE RECEPTACLECONNECTED AMP/PHASE26.8 TOTAL DEMAND AMPSMISC MISC 44.3 PHASE A 100 PANEL DESIGN AMPSKITCHEN KITCHEN 35.6 PHASE BMOTOR MOTOR 0 PHASE CCIRCUIT DESCRIPTIONF-1CU-1LTG: INTERIORWires: 4Bus Amps: 100 AMPSCONNECTED AMPSCONNECTED AMPSVoltage: 208Y/120VMAIN: MLOPhase: 3MOUNTING: Surface0 00.0 0.00.4 0.40.0 0.09.2 9.2THREE PHASE PANEL BOARD SCHEDULEPANELBOARD ID: Panel EFEATURES:LOCATION:AIC: WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE1211.7 15/1 1 A 2 50/2 32.68123 B 4 32.68125 C 612127 A 812129 B 10121211 C 12121213 A 14121215 B 16121217 C 18121219 A 20121221 B 22121223 C 24121225 A 26121227 B 28121229 C 30121231 A 32121233 B 34121235 C 36121237 A 38121239 B 40121241 C 4212REMARKS:CONNECTED KVA/PHASE5.3 PHASE ATOTAL LOADSCONNECTED LOAD (KVA) DEMAND LOAD (KVA)3.9 PHASE B 9.23 TOTAL CONNECTED KVALIGHTING LIGHTING 0.0 PHASE C 9.23 TOTAL DEMAND KVARECEPTACLE RECEPTACLECONNECTED AMP/PHASE25.6 TOTAL DEMAND AMPSMISC MISC 44.3 PHASE A 100 PANEL DESIGN AMPSKITCHEN KITCHEN 32.6 PHASE BMOTOR MOTOR 0 PHASE CCIRCUIT DESCRIPTIONF-1CU-1Wires: 4Bus Amps: 100 AMPSCONNECTED AMPSCONNECTED AMPSVoltage: 208Y/120VMAIN: MLOPhase: 3MOUNTING: Surface0 00.0 0.00.0 0.00.0 0.09.2 9.2THREE PHASE PANEL BOARD SCHEDULEPANELBOARD ID: Panel JFEATURES:LOCATION:AIC: WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE1211.7 15/1 1 A 2 50/2 32.6812 3 20/1 3 B 4 32.68125 C 612127 A 812129 B 10121211 C 12121213 A 14121215 B 16121217 C 18121219 A 20121221 B 22121223 C 24121225 A 26121227 B 28121229 C 30121231 A 32121233 B 34121235 C 36121237 A 38121239 B 40121241 C 4212REMARKS:CONNECTED KVA/PHASE5.3 PHASE ATOTAL LOADSCONNECTED LOAD (KVA) DEMAND LOAD (KVA)4.3 PHASE B 9.59 TOTAL CONNECTED KVALIGHTING LIGHTING 0.0 PHASE C 9.66 TOTAL DEMAND KVARECEPTACLE RECEPTACLECONNECTED AMP/PHASE26.8 TOTAL DEMAND AMPSMISC MISC 44.3 PHASE A 100 PANEL DESIGN AMPSKITCHEN KITCHEN 35.6 PHASE BMOTOR MOTOR 0 PHASE CCIRCUIT DESCRIPTIONF-1CU-1LTG: INTERIORWires: 4Bus Amps: 100 AMPSCONNECTED AMPSCONNECTED AMPSVoltage: 208Y/120VMAIN: MLOPhase: 3MOUNTING: Surface0 00.0 0.00.4 0.40.0 0.09.2 9.2THREE PHASE PANEL BOARD SCHEDULEPANELBOARD ID: Panel CFEATURES:LOCATION:AIC: WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE1211.7 15/1 1 A 2 50/2 32.68123 B 4 32.68125 C 612127 A 812129 B 10121211 C 12121213 A 14121215 B 16121217 C 18121219 A 20121221 B 22121223 C 24121225 A 26121227 B 28121229 C 30121231 A 32121233 B 34121235 C 36121237 A 38121239 B 40121241 C 4212REMARKS:CONNECTED KVA/PHASE5.3 PHASE ATOTAL LOADSCONNECTED LOAD (KVA) DEMAND LOAD (KVA)3.9 PHASE B 9.23 TOTAL CONNECTED KVALIGHTING LIGHTING 0.0 PHASE C 9.23 TOTAL DEMAND KVARECEPTACLE RECEPTACLECONNECTED AMP/PHASE25.6 TOTAL DEMAND AMPSMISC MISC 44.3 PHASE A 100 PANEL DESIGN AMPSKITCHEN KITCHEN 32.6 PHASE BMOTOR MOTOR 0 PHASE C0 00.0 0.00.0 0.00.0 0.09.2 9.2CIRCUIT DESCRIPTIONF-1CU-1Wires: 4Bus Amps: 100 AMPSCONNECTED AMPSCONNECTED AMPSVoltage: 208Y/120VMAIN: MLOPhase: 3MOUNTING: SurfaceTHREE PHASE PANEL BOARD SCHEDULEPANELBOARD ID: Panel GFEATURES:LOCATION:AIC: WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE1211.7 15/1 1 A 2 50/2 32.68123 B 4 32.68125 C 612127 A 812129 B 10121211 C 12121213 A 14121215 B 16121217 C 18121219 A 20121221 B 22121223 C 24121225 A 26121227 B 28121229 C 30121231 A 32121233 B 34121235 C 36121237 A 38121239 B 40121241 C 4212REMARKS:CONNECTED KVA/PHASE5.3 PHASE ATOTAL LOADSCONNECTED LOAD (KVA) DEMAND LOAD (KVA)3.9 PHASE B 9.23 TOTAL CONNECTED KVALIGHTING LIGHTING 0.0 PHASE C 9.23 TOTAL DEMAND KVARECEPTACLE RECEPTACLECONNECTED AMP/PHASE25.6 TOTAL DEMAND AMPSMISC MISC 44.3 PHASE A 100 PANEL DESIGN AMPSKITCHEN KITCHEN 32.6 PHASE BMOTOR MOTOR 0 PHASE CCIRCUIT DESCRIPTIONF-1CU-1Wires: 4Bus Amps: 100 AMPSCONNECTED AMPSCONNECTED AMPSVoltage: 208Y/120VMAIN: MLOPhase: 3MOUNTING: Surface0 00.0 0.00.0 0.00.0 0.09.2 9.2THREE PHASE PANEL BOARD SCHEDULEPANELBOARD ID: Panel HPFEATURES:LOCATION:AIC: WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE12 7 20/1 1 A 2 20/1 112123 20/1 3 B 4 20/1 7.512123 20/1 5 C 612123 20/1 7 A 8121212.5 20/1 9 B 1012121 20/1 11 C 12121213 A 14121215 B 16121217 C 18121219 A 20121221 B 22121223 C 2412REMARKS:CONNECTED KVA/PHASE1.3 PHASE ATOTAL LOADSCONNECTED LOAD (KVA) DEMAND LOAD (KVA)2.8 PHASE B 4.56 TOTAL CONNECTED KVALIGHTING LIGHTING 0.5 PHASE C 4.75 TOTAL DEMAND KVARECEPTACLE RECEPTACLECONNECTED AMP/PHASE13.2 TOTAL DEMAND AMPSMISC MISC 11 PHASE A 50 PANEL DESIGN AMPSKITCHEN KITCHEN 23 PHASE BMOTOR MOTOR 4 PHASE C0.0 0.01.0 1.20.9 0.92.7 2.70 0IRRIGATION CONTROLLEREH-1LTG: RISERT.T.B.DCIRCUIT DESCRIPTIONLTG: EXTERIORLTG: FIRE RISERFACPREC: EXTERIOR RECEPFIRE RISER RM.Wires: 4Bus Amps: 50 AMPSCONNECTED AMPSCONNECTED AMPSVoltage: 208Y/120VMAIN: MLOPhase: 3MOUNTING: Surface...\19-95 E-4 ELECTRICAL SCHEDULES 4/9/2020 4:05:48 PM
VOLTAGE DROP CALCULATIONSHathaway DevelopmentSETS SIZE TYPE LENGTH(ft)A METER 208 100 1 #1 CU 210B METER 208 100 1 #1 CU 190C METER 208 100 1 #3 CU 140D METER 208 100 1 #3 CU 110E METER 208 100 1 #3 CU 50F METER 208 100 1 #3 CU 30G METER 208 100 1 #1 CU 130H METER 208 100 2 #1 CU 190J METER 208 100 2 #1 CU 170HP METER 208 50 2 #4 CU 2401.04CONDUCTORSPANEL SOURCE VOLTAGEVOLTAGE DROP (%)AMPS2.782.512.952.320.622.712.492.232.50COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Title: 2015 IECC Project Type: New Construction Construction Site: 2198 & 2262 E. Franklin Boise, ID 83642 Owner/Agent: Glen Walker Architecture Designs Plus Boise, ID 83713 208-353-0734 Designer/Contractor: Joseph Wiggins KARTCHNER BEAUCANNON ASSOCIATES 1301 S. FIVE MILE RD. BOISE, ID 83709 208-888-7145 jwiggins@KBAMEP.COM Project Information Energy Code: Hathaway Development Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Additional Efficiency Package(s) Allowed Interior Lighting Power A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed Watts (B X C) 1−Warehouse 20000 0.59 11880 11880Total Allowed Watts = Proposed Interior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures 1−Warehouse LED 1: SL1: Other: 11551765LED 2: RR1: Other: 121122787Total Proposed Watts = Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Interior Lighting PASSES: Design 93% better than code Project Title: Data filename: Hathaway Development H:\Google Drive\2019\19-95 Hathaway Development Flex Bldg\COMCHECK.cck 04/07/20Report date: 51 of Page COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Title: 2015 IECC Project Type: New Construction Construction Site: 2198 & 2262 E. Franklin Boise, ID 83642 Owner/Agent: Glen Walker Architecture Designs Plus Boise, ID 83713 208-353-0734 Designer/Contractor: Joseph Wiggins KARTCHNER BEAUCANNON ASSOCIATES 1301 S. FIVE MILE RD. BOISE, ID 83709 208-888-7145 jwiggins@KBAMEP.COM Project Information Energy Code: Hathaway Development 2 (Residential mixed use area) Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / Unit D Tradable Wattage E Allowed Watts (B X C) Illuminated area of facade wall or surface 8000 ft2 0.1 No 800 Total Tradable Watts (a) =Total Allowed Watts =Total Allowed Supplemental Watts (b) =0800600(a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non−tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures Illuminated area of facade wall or surface (8000 ft2): Non−tradable Wattage LED 1: WB1: LED A Lamp 13W: 121 398190Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Exterior Lighting PASSES: Design 0.0% better than code Project Title: Data filename: Hathaway Development H:\Google Drive\2019\19-95 Hathaway Development Flex Bldg\COMCHECK.cck 04/07/20Report date: 51 of Page ...\19-95 E-5 ELECTRICAL SINLGE LI 4/9/2020 4:08:30 PM