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A-0.0_CoverTHE 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