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Home My WebLink About23-0188 430 Victory Ave- Twin Falls Training Facility-CO #1-City Approved DRAWING INDEX: TWI N FALLS TRAI N I NG FACI LITY GENERAL ELECTRICAL • pivot G0.00 COVER SHEET G0.02 DRAWING INFORMATION E0.01 ELECTRICAL LEGENDS&NOTES E0.02 ELECTRICAL SCHEDULES n o r t h 430 VICTORY AVENUE, TWIN FALLS, ID 83301-5593 G0.03 ACCESSIBILITY COMPLIANCE E0.03 ELECTRICALCOMCHECK Go.04 WALL TYPES&RATEDASSEMBLIES E1.01 ELECTRICAL SITE PLAN G0.05 FLOOR TYPES&RATED ASSEMBLIES ARCHITECT G1.00 CODE AND ENERGY COMPLIANCE E2.01 LEVELI-LIGHTING PLAN 03/17/2023 E2.02 LEVEL 2-LIGHTING PLAN G2.01 EXITING AND OCCUPANCY PLAN E2.11 LEVEL 1-POWER PLAN PIVOT NORTH ARCHITECTURE PROJECT#: 19-029 CIVIL E2.12 LEVEL 2-POWER PLAN PIVOT NORTH ARCHITECTURE C1.50 OVERALL SWPPP SITE PLAN E2.21 LEVELI-FIRE ALARM PLAN 116 S.6th STREET BOISE,ID 83702 C1.51 SWPPPSITEPLAN-AREAA E2.22 LEVEL 2-FIRE ALARM PLAN www.pivotnorthdesign.com C1.52 SWPPPSITEPLAN-AREAS E4.01 ELECTRICAL PANEL SCHEDULES C2.00 SITE LAYOUT&MATERIALS PLAN-OVERALL&DEMOLITION E5.01 ELECTRICAL DETAILS STAMP: �a PRofF p, C2.01 SITE LAYOUT&MATERIALS PLAN-AREAA E5.02 ELECTRICAL DETAILS Sp�P�IrF Aw C2.50 SITE DETAILS TECHNOLOGY v AR f 9�¢94. -- C2.52 SITE DETAILS lam' C4.01 SITE DRAINAGE&GRADING PLAN-AREA A T0.01 TECHNOLOGY LEGENDS&NOTES cATf of C4.10 ENLARGED GRADING PLAN-TRAINING SUPPORT BUILDING T1.01 TECHNOLOGY SITE PLAN r i u C5.00 SITE UTILITY PLAN-OVERALL T2.01 LEVELI-TECHNOLOGY PATHWAY PLAN C5.01 SITE UTILITY PLAN-AREAA T2.02 LEVEL 2-TECHNOLOGY PATHWAY PLAN C5.02 SITE UTILITY PLAN-AREA B T2.11 LEVEL 1-TECHNOLOGY FLOOR PLAN T T2.12 LEVEL 2-TECHNOLOGY FLOOR PLAN �j/� /J LANDSCAPE T3.01 TECHNOLOGY ENLARGED PLAN SERIES RicEfe gusmI LLER 1-0.00 LANDSCAPEPLAN-OVERALL T5.01 TECHNO LOGY DETAILS 1-1.01 LANDSCAPE PLAN-SUPPORT BUILDING T5.02 SINGLE DOOR SECURITY DETAILS ARCHITECTURAL A1.01 COMPOSITE SITE PLAN A1.11 ENLARGED SITE PLAN A1.91 SITE DETAILS A2.01 COMPOSITE FLOOR PLAN-LEVEL 1&ENLARGED PLANS A2.02 COMPOSITE FLOOR PLAN-LEVEL 2 A231 COMPOSITE ROOF PLAN&ROOF DETAILS A3.01 BUILDING ELEVATIONS OWNER APPLICABLE CODES A3.10 BUILDING SECTIONS AND EXTERIOR DETAILS A6.01 STAIR PLAN,SECTIONS AND DETAILS CITY OF TWIN FALLS ) fi ACCESSIBILITY CODE ICC/ANSIAl17.1/IBC CODE A7.01 DOOR SCHEDULE&TYPES 203 MAIN AVE.E �).; INTERNATIONAL BUILDING CODE 2018 EDITION(WITH IDAHO STATE AMENDMENTS) A7.11 FRAME TYPES&FRAME DETAILS TWIN FALLS,ID 83301 e�° INTERNATIONAL ENERGY CONSERVATION CODE 2018 EDITION A800 ROOM FINISH SCHEDULE,FINISH PLANS&SIGNAGE SCHEDULE PHONE: 208.735.7231 CONTACT: LES KENWORTHY MOBILE: N/A A8.51 INTERIOR ELEVATIONS MECHANICAL FAX: 208.733.3146 E-MAIL: Ikenworthy@tfid.org INTERNET: https://www.tfid.org INTERNATIONAL 2018 EDITION INTERNATIONAL MECHANICAL CODE 2018 EDITION A8.91 INTERIOR DETAILS ARCHITECT INTERNATIONAL PLUMBING CODE 2017IDAHO STATE PLUMBING CODE A 01 COMPOSITE CEILING PLAN-LEVEL 1&CEILING DETAILS ' PIVOT NORTH ARCHITECTURE NATIONAL ELECTRICAL CODE 2017 EDITION(WITH IDAHO STATE AMENDMENTS) STRUCTURAL 116 SOUTH 6TH STREET pivot north ZONING ORDINANCE: TWIN FALLS S0.00 ABBREVIATIONS,SYMBOLS AND SHEET INDEX >_ BOISE,IDAHO 83702 S1.01 GENERAL NOTES PHONE: 208.690.3108 CONTACT: CLINTSIEVERS MOBILE: N/A OTHER CRITERIA J 51.02 GENERAL NOTES FAX: N/A E-MAIL: clint@pivotnorthdesign.com INTERNET: www.pivotnorthdesign.com 52.01 LEVELI-COMPOSITE FLOOR PLAN Q m rn S2.02 LEVEL 2-COMPOSITE FLOOR PLAN LL v FIRE DESIGN CONSULTANT " DEFERRED SUBMI S6.01 CONCRETE DETAILS RICE FERGUS MILLER r /yam J�(�/� FIRE SPRINKLER SYSTEM S7.01 WOOD FRAMING DETAILS z 275 FIFTH ST.SUITE 100 RI{j�G/g[/Ll)Ir11LLER AMERICAN BUILDING SYSTEM S7.02 WOOD FRAMING DETAILS z BREMERTON,WA 98337 57.03 TYPICAL COLD FORMED STEEL DETAILS Q PHONE: 360.377.8773 CONTACT: GUNNAR GLADICS MOBILE: N/A MECHANICAL FAX: N/A E-MAIL: ggladics@rfmarch.com INTERNET: www.rfmarch.com M0.01 MECHANICAL LEGENDS&NOTES N ~ M0.02 MECHANICAL SCHEDULES J w LANDSCAPE ARCHITECT J THE LAND GROUP, INC ow THE M0.03 MECHANICALSCHEDULES +, Q ri i M2.01 LEVEL 1-HVAC PLAN LL 462 E SHORE DR,SUITE 100 LAND M2.02 LEVEL 2-HVAC PLAN z EAGLE,ID83616 M3.01 MECHANICAL DETAILS O PHONE: 208.939.4041 CONTACT: BOB SCHAFER MOBILE: N/A GROUP L o FAX: 208.939.4445 E-MAIL: bob@thelandgroupinc.com INTERNET: www.thelandgroupinc.com FIRE PROTECTION F0.01 FIRE PROTECTION LEGENDS&NOTES F2.01 LEVELI-FIRE PROTECTION PLAN �� F2.02 LEVEL 2-FIRE PROTECTION PLAN Revisions CIVIL ENGINEER zL THE LAND GROUP, INC Of AII THE 462 E SHORE DR,SUITE 100 : . LAND PLUMBING EAGLE,ID 83616 GROUP P0.01 PLUMBING LEGENDS&NOTES PHONE: 208.939.4041 CONTACT: ERICCRONIN MOBILE: N/A �� P0.02 PLUMBING SCHEDULES FAX: 208.939.4445 E-MAIL: edc@thelandgroupinc.com INTERNET: www.thelandgroupinc.com P2.01 LEVEL 1-DOMESTIC WATER PLAN «oco7 PROIECTLOCATION P2.02 LEVEL 2-DOMESTIC WATER PLAN fn STRUCTURAL ENGINEER - P2.10 FOUNDATION-WASTE&VENT PLAN N KPFF P2.11 LEVELI-WASTE&VENT PLAN 412EPARKCENTERBLVD,SUITE 200 N P2.12 LEVEL 2-WASTE&VENT PLAN BOISE,ID 83706 P5.01 PLUMBING DETAILS c-I P r of e c t N o: 9-029 PHONE: 208.336.6985 CONTACT: JUDDWILLIAMS MOBILE: N/A D` m Date: 03/17/2023 FAX: N/A E-MAIL: Judsen.Williams@kpff.com INTERNET: www.kpff.com (] Checked By: TB/RC MECHANICAL ENGINEER W Drawn By: TB/AM VICINITY MAP: CATOR RUMA&ASSOCIATES, CO. "' 420 S ORCHARD STREET z Sheet Name BOISE,ID83705L j �s COVER SHEET PHONE: 208.343.3663 CONTACT: JEFF JESSE MOBILE: 303.468.8455 w I '�, CATOR I RUMA r FAX: N/A E-MAIL: JJesse@catorruma.com INTERNET: www.catorruma.com f . a „� C, } 14 ELECTRICAL ENGINEER "` ` "r7� ;r�1 CATOR RUMA&ASSOCIATES 000. �'� - � .i ,�Y • '� -.�, � � � . p � T 420 S ORCHARD STREET BOISE,ID83705 CITY APPROVED PLANS u PHONE: 208.343.3663 CONTACT: KYLE OLSON MOBILE: N/A a CATOR RUMA b` �� A f;. - r: ,ems Reviewed for Code Compliance 0 FAX: N/A E-MAIL: KOlson@catorruma.com INTERNET: www.catorruma.com a ass°°.TEs.CO. i►,' f CD PLANS MUST BE ON JOB SITE�'.1�r CONTRACTOR FOR ALL INSPECTIONS + " ? r Sheet No: '� a yy` STARR CORPORATION 4APROIECTLOCATION �' lie-1 : 2995E 3600 N r'. TWIN FALLS,ID 83301 r C, ,ce i�„t f N GO.Oo PHONE: 208.733.5695 CONTACT: MICHAEL ARRINGTON MOBILE: N/A FAX: N/A E-MAIL: michaela@starrcorporation.com INTERNET: www.starrcorporation.com Lti P 1 2 3 4 5 6 SYMBOLS: ABBREVIATIONS: MASTER KEYNOTES: # NUMBER OR POUND lAN JANITOR Keynote# Keynote Text pivot f#ppppA KEYNOTE TAG 0 DIAMETER 1ST JOIST 033000.A CAST-IN-PUCE CONCRETE. ANGLE 1T JOINT 033000.E EXPANSION All SLABISOLATION JOINT FILLER STRIP n o r t h -<#p> REFERENCE TAG @ AT 051200.E STEEL ANGLE & AND LAB LABORATORY 053100.A STEEL ROOF DECKING CL CENTERLINE LAM LAMINATE A. ACCESSORY- LAV LAVATORY 054000.A STEELSTUD/JOIST AB ANCHOR BOLT 054000.E STEEL RUNNER/TRACK AC ACOUSTICAL CEILINGPANEL MAT MATERIAL 055000.A STEEL PLATE A #,� GRID/LEVEL HEAD ACT ACOUSTICALCEILING TILE MAX MAXIMUM ADl ADJUSTABLE MECH MECHANICAL OSSOGO.B STEEL ANGLE 055000.1 FIXED STEEL BOLLARD AFF ABOVE FINISH FLOOR MET METAL 055213.8 STEELGUARD ® WALL TYPE TAG A UM ALUMINUM PIVOT NORTH ARCHITECTURE,PLLC. ANOD ANODIZED MFR MANUFACTURER 06.53.A WOOD BLOCKING/NAILER 116 S.6TH STREET APPROX APPROXIMATE MIN MINIMUM 061053.F FLOORSHEATHING BOISE,ID 83702 XXX WINDOWTAG ASSOC ASSOCIATED MISC MISCELLANEOUS 061053.G DIMENSIONAL LUMBER FRAMING LINE STYLES www.pivotnorthdesign.com AWP ACOUSTICAL WALL PANEL ML MEASURING LINE 061600.F PLYWOOD SHEATHING DOORTAG AWS ACOUSTICAL WALL SYSTEM MO MASONRY OPENING 061733.A WOOD I-JOIST MTD MOUNTED 064100.A PDYSTIC-LAMINATE-FACED CABINET STAMP PROFp BD BOARD MTG MOUNTING 1 �aSG RI T f SSA :PC BROOM FINISH CONCRETE 064100.G PLASTIC LAMINATE FACED COUNTERTOP 1-CENTERLINE I/8" Cl � DE ROOM TAG BLDG BUILDING NA NOT APPLICABLE 066413.A FIBERGLASS REINFORCED PANEL ELKS BLOCKING NB NO BASE(EXPOSED -------- 1-HIDDEN I/16" v 071113.A BITUMINOUS 94 AR BM BUM WALL OR FOUNDATION) 072100.0 SLAG-WOOL-FIBER/ROCK WOOL FIBER BLANKET INSULATION(FIRESAFING) 2 mj ,to ###M CASEWORK TAG BO BOTTOM OF NC NEW CONCRETE 072110.1 SOUND ATTENUATION BLANKET INSULATION 3 qJP OF XQP 36" I6" BUT BOTTOM NIC NOT IN CONTRACT 5 B6"� BRG BEARING NM NEW MASONRY 074Z13.13.A FORMED METALWALL PANELS 4 Extra Shelf BSMT BASEMENT NO NUMBER 074213.13.G FLASHING AND TRIM S ��A BTWN BETWEEN NOM NOMINAL 076200C METAL FLASHING ANDTRIM SECTION# WALL SECTION NTS NOTTOSCALE 076200.H HANGING GUTTER 6 SHEET# A101 CAB CABINET CPT CARPET OC ON CENTER 076200J DOWNSPOUT 7 ///y��'��//�A (\''�� C.LP. AST-N-PLACE OD OUTSIDE DIAMETER 079200A FIRE RESISTIVE JOINTSEALANT 8 rRI��V/J� /��ILLER SECTION# 1 BUILDING SECTION CI CONTROL l01NT OFF OFFICE 079200.A JOINT SEALANT g ✓✓ lJ SHEET# AI.01 CL CENTERLINE OFCI OWNER FURNISHED/CONTRACTOR INSTALLED 079200.E 101NT5EAUNTBACKING CLG CEILING OFOI OWNER FURNISHED/OWNER INSTALLED 10 079200.E ACOUSTICAL SEALANT VIEW#OR LETTER eSIM DE TAIL OR ENLARGED PLAN CCONCRETE MASONRY UNITS OPNG OPENING ----- <Beyond> 1 CoI CLEAN OUT OTA OPEN TO NGABOVE 081113.A HOLLOW METAL FRAME LALLOUT 081113.E HOLLOW METAL DOOR <Centerline> SHEET#��'� COL COLUMN OTS OPEN TO STRUCTURE CONC CONCRETE OVF OVERFLOW D83613.A SECTIONALDOOR -------- <Demolished> VIEW#OR LETTER�1 CONST CONSTRUCT 083613.E DOORTRACK -------- <Hidden> g INTERIOR ELEVATION CONT CONTINUOUS PC PAINTCOLOR 085113.A FIXED ALUMINUM WINDOW -------------- <Overhead> SHEET# A# CSK COUNTERSINK P.I.V. POST INDICATOR VALVE 068000.E INSULATEDGLA55 UNIT CMT CERAMIC MOSAICTILE PLAST PLASTIC 092216.A STEEL STUD FRAMING(NON-LOAD-BEARING) CQT CERAMIC QUARAYTILE PLY PLYWOOD Og2g0pp GYPSUM WALL BOARD,TYPEX VIEW#O LETTER----- BUILDING SHEET# A101 ELEVATION CWB CERAMIC WALL BASE PR PAIR 092900.E GLASS-MAT INTERIOR GYPSUM BOARD DEL DOUBLE R THERMAL RESISTANCE 093000.E METAL COVE BASE DE PT DEPARTMENT RCP REFLECTED CEILING PLAN D9300DD CERAMICWALLTILE LEVEL LEVEL NAME ELEVATION DT DETAIL RD ROOF DRAIN 093000.E PORCELAIN TILE WALL BASE MARKER DF DRINKING FOUNTAIN ROL RAIN DRAIN LEADER D95100.A ACOUSTICAL PANELCEWNG v o-0 DIA DIAMETER RE: REFERENCE DIM DIMENSION REFRIG REFRIGERATOR 096SOOD RESIUENT STAIR TREAD/RISER/NOSING ROOM TAGS VIEWS SHEETS N ON DOWN REINF REINFORCING 099123.A INTERIOR PAINT DS DOWNSPOUT REQ REQUIRED 1014DOA PANELSIGNAGE III D` NORTH ARROW RF EPDXY FLOOR SYSTEM 101419.A ALUMINUM BUILDINGSIGNAGE ROOM NAME EA EACH RIM ROOM 102123.8 SHOWER&CURTAIN ROD ROOMTAG �//\� EBT EXPANSION BASE TRIM RO ROUGH OPENING ### U 1 View Name 102600.A COANERGUARD BUILDING SECTION VIEW TITLE EI EXPANSIONl01NT AST RUBBERSTAIRIAEADS AI.m A101 ELEC ELECTRICAL RW REDWOOD 102600.E WALL PROTECTION ELEV ELEVATION RWB RAIN ER WALL WATER 102800.8 CEC.I.MIRROR OUNTE ROOM NAME EP EPDXY PAINT RWC RAIN WATER CONDUCTOR 102800.D WALL-MOUNTED CLOTHES HOOK ® ROOM TAG-WITH AREA AI01 WALL SECTION VIEW# 1 View Name VIEWTILE EQ EQUAL 102800.E GRAB BARS 150 SF q SHEET# A101 1/8"=V_0" EQUIP EQUIPMENT SC SEALED CONCRETE 102800.E SHOWER CURTAIN,ROD&HOOKS 1 1 View Name ESTR EXPOSED STRUCTURE SCHED SCHEDULE REFERENCE SECTION VIEW TITLE-NOT TO SCALE (NEW OR EXISTING) SCW SOUDCOREWOOD 102800.G L-SHAPED SHOWER SEAT ROOM NAME ROOMTAG-AREA ONLY A101 A101 NOTT051A1E 0 2' 4' 8' EIFS EXTERIOR INSULATION SGWB SUSPENDEDGYPSUM 104400'A FIRE EXSTINGUISHER CABINET GRAPHIC SCALE &FINISH SYSTEM WALLBOARD 113100.A O.F.0.1.MICROWAVE 150 SF � } EXIST EXISTING SHT SHEET 113100.B O.F.O.I.REFRIGERATOR/FREEZER AIa1 DETAIL SECTION f EX EXPANSION SHTG SHEATHING ®E ROOM TAG SMALL 113100.0 O.EO.I.ICE MAKER J EXT EXTERIOR SIM SIMILAR View Name 1236ODA QUARTZ COUNTERTOPS SPECS SPECIFICATIONS Al PRESENTATION VIEW TITLE U m FD FLOOR DRAIN SQ SQUARE ®r ROOMTAG-SMALL WITH AREA EXTERIOR ELEVATION Q m F.D.C. FIRE DEPARTMENT CONNECTION SS STAINLESS STEEL r'S05F A2o1 Ln C III FB FIRE BLANKET STD STANDARD FE FIRE EXTINGUISHER STL STEEL ROOM NAME !I"1 O FF FACTORY FINISH STOR STORAGE %.1 ROOMTAG-OCCUPANCY View Name - M F.H. FIRE HYDRANT STRUCT STRUCTURAL 1Ref 1 A101 1/8" PRESENTATION VIEW TITLE w/SCALE Z 000 =1'-0' o FIN FINISH 5USP SUSPENDED 150 SF FL FLOOR LINE SV SHEET VINYL g A101 `f INTERIOR ELEVATION Z V FL FLOOR J FND FOUNDATION T&G TONGUEANDGROOVE Type NamNIe M 1Ref N Q LL FOC FACE OF CHANNEL TEMP TEMPOR Gross FloorArea ARY Z FOF FACE OF FINISH TO TOP OF FOS FACE OF STUDS TOM TOP OF MASONRY 1/A101 DEPENDANT VIEW REFERENCE NORTH ARROW N FT FEET TS TUBE STEEL D` J FTG FOOTING TYP TYPICAL J w FV FIELD VERIFY Q LON UNLESS OTHERWISE NOTED }' L,L Q GA GAUGE U } GALV GALVANIZED VAR VARIES � N 7 00 GB GYPSUM BOARD VCT VINYL COMPOSITION TILE REVISION CLOUD ^ Z U GYP.BD. GYPSUM BOARD VERT VERTICAL > VEST VESTIBULE s_ o HAS HEADANCHORSTUD HCW HOLLOW CORE WOOD W/ WITH HM HOLLOW METAL WC WATERCLOSET HORIZ HORIZONTAL WD WOOD HT HEIGHT WF WALLFABRIC HW HARDWOOD WH WATER HEATER WM WALK-OFF MAT ICMU INTEGRAL COLORED W/0 WITHOUT DIMENSIONS TAGS SYMBOLS ID INSIDE DIAMETER METER WP WATERPROOF INSUL INSULATION WRGB WATER RESISTANT GYPSUM BOARD INT INTERIOR WT WEIGHT IV INVERT WWF WELDED WIRE FABRIC 2" LINEAR DIMENSION DOOR NUMBER TAG CENTERLINE 13/4' LINEAR DIMENSION(INCHES) 1t DOOR TYPE TAG #,� GRID BUBBLE LINEAR DIMENSION(ROUND-1/2") O DOOROCCUPANCYTAG XX N 13/4" LINEAR DIMENSION(ROUND-1/4") � 13/4" FURNITURETAG OCCUPANCY EXIT WIDTH Q N LINEAR DIMENSION(ROUND-1/8") KEYNOTE TEXT KEYNOTE TAG OCCUPANCY EXIT DIRECTION 2" LINEAR DIMENSION(ROUND-1") ## PROPERTY LINE CORNER PIN c'I Project No: 19.029 13/4• REFERENCE NOTE TAG L LINEAR DIMENSION(ROUND-1/256") m Date: 03117/2023 xca it SPECIATLY EQUIOPM ENT TAG SITE MONUMENT O LINEAR DIMSNSION(OPEN ENDED) Checked By: TBIRC WALLTAG 0 8' 16' 32' GRAPHIC SCALE T XX% WINDOW TAG I- Drawn By: AM ADAWHEELCHAIRSYMBOL 1.I..I O N ###M AWI CASEWORK TAG 7 Sheet Name '7+ RADIAL DIMENSION 36' 16' L 36" DRAWING Extra Shelf I I I u INFORMATION ANGULAR DIMENSION N Name z El� LEVEL HEAD O Elevation I I I Location U SPOT ELEVATION SYMBOL E III Elevation O O Sheet No: CITY APPROVED PLANS Reviewed for Code Compliance (;0 02 PLANS MUST BE ON JOB SITE v FOR ALL INSPECTIONS P 1 � 2 3 4 5 6 • 5 MIN pivo t 60"MIN 42" 12" MIN MAX 60"LONG HOSE,MIN, 39"-41" 36 24 n o r t h l MIN 17"MIN CLEAR FLOOR _a 1y� 2q�� ADA STTLE LEVER CONTAOLAREA SPACE _ URINAL SCREEN WHERE = z MIN FAUCET - - MIN MIN OCCURS a ARCHITECTURE 1/2"MAX @ z A18" THRESHOLD iL o@J o CLEAR FLOOR l SEAT • " z z _ SPACE � I rL OFSEAr _ �I It PIVOT NORTH ARCHITECTURE,PLLC. _ _ 1101 W.GROVE STREET 83702 m =^ M �1�� TOILET PAPER 9 18" MIN IEG CLEA 8"MI -z W'A�W'P�oSnortDhdes gn.com 42"MIN MOUNTING AREA 11"MIN z AANCE BACK SEAT WALL CONTROL WALL WATER CLOSET URINAL LAVATORY STAMP s� R°F Al ACCESSIBLE 3611X36"SHOWER STALL A3 ACCESSIBLE FIXTURE CLEARANCE REQUIREMENTS G0.03 3/8"=V-0" G0.03 3/8",V-0" sgTF OF R�PEi PROVIDE KNEE s PROTECTION BELOW SINK - - RIC§CergusMILLER _ ® L o0 _ z1 d �� O ------ m®®Li m a z S - e - 17"-25" L�J FINISH FLOOR 'N' � _ TOE CLEARANCE TOE CLEARANCE MIRROR GRAB BARS SOAP DISPENSER ELECTRIC HAND PAPERTOWEL TOILET PAPER TOILET SEAT SANITARY DIAPER CUSTODIAN SANITARY FIRE RING MOUNTED DRYER DISPENSER DISPENSER COVER NAPKIN CHANGING UTILITY SHELF NAPKIN EXTINGUISHER FIRE SIDE PLAN (COORDINATEWITH DISPENSER DISPOSAL STATION DISPENSER CABINET EXTINGUISHER ELECTRICAL) B1 DIAPER CHANGING STATION 62 TYPICAL ACCESSORIES MOUNTING HEIGHTS G0.03 3/8"=V-0" G0.03 3/8^=1'0" fi0N fiN 36" MIN MIN MIN 18" BACK / \ / \ - 3 22"-23"MAX. J \ 60" MIN UQ °' MIN MIN MIN Ln C = _ L.I.. fl1 m MIN MIN Z 00 CLEAR FLOOR 21/2°MAX.:, 12 36 1I O SPACE -L -5"- MIN MIN MIN 7 15""-1� FORWARD PARALLEL FORWARDAPPROACH PARALLEL APPROACH KNEE CLEARANCE TOE CLEARANCE Z J J POSITION OF CEEAR FLOOR OR GROUND SPACE MANEUVERING CLEARANCE IN AN ALCOVE z CIRCULAR T-SHAPED � SIZE OF WHEELCHAIR TURNING SPACE F— J � C1 TRANSFER SHOWER STALL C SHOWER SEAT DETAIL C3 CLEAR FLOOR SPACES J w G0.03 3/8"=1'_0, G0.03 3/8"=1'_0, G0.03 3/8„=1'_0 a Q > } U LL } Z 0 O > > L p d � V UNOBSTRUCTED FIREALARM PULL BOX i 5"MAX. 48"MIN. UNOBSTRUCTED SWITCH e15'.MIN. -"15"MIN. UN OBSTRUCTEDTHERMOSTAT - 8"MIN. > ez. Dz RECEPTACLE OUTLET = z = z 11"MIN. /7 z m CLEAR FLOOR SPACE J 20" 20"-25" 20' 20'-25" N CONTROLS AT OR NEAR FROM EDGE MAX MAX cV CANTILEVERED DRINKING FOUNTAIN&WATER COOLERS RECEPTACLES AND SWITCH MOUNTING HEIGHTS UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH rl Project No: 1&029 D1 DRINKING FOUNTAINS D2 MISC.MOUNTING HEIGHTS D3 REACH RANGES Cyi Date: 03117/2023 G0.03 3/8"=1'_0" G0.03 3/8"=1'_0" G0.03 3/8"=1'_0" O I Checked By: TB/RC _ Drawn By: AM Lu 1/4"MAX 1 2 z Sheet Name: ACCESSIBILITY =u COMPLIANCE VERTICAL CHANGES IN BEVELED CHANGES IN p[ LEVELS LEVELS F-- (n z E5 CHANGE IN LEVELS O 0 O O CITY APPROVED PLANS S h e e t N D Reviewed for Code Compliance PLANS MUST BE ON JOB SITE G0.03 FOR ALL INSPECTIONS P . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 WALL TYPES 2 3 4 5 6 NOTES-REFERENCE NOTES O FIRE RATING: 1-HOUR FIRE RATING: NON-RATED FIRE RATING: NON-RATED FIRE RATING: NON-RATED FIRE RATING: NON-RATED 1.12 RE:INTERIOR ELEVATIONS FOR HEIGHT, WALL FIRE TEST: GA WP 6850 WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL FIRE TEST: NONE I vO S/�1 SOUND RATING: W46 SOUND RATING: W46S SOUND RATING: W46ST SOUND RATING: W46STT SOUND RATING:�} WALL HEIGHT: TO DECK ABOVE -} }- WALL HEIGHT: SEE SECTIONS -}� WALL HEIGHT: SEE SECTIONS -} }- WALL HEIGHT: SEE SECTIONS -} }- WALL HEIGHT: SEE SECTIONS O fth 1"SHAFTUNER,TYPE X PIVOT NORTH ARCHITECTURE,PLLC. STEEL C-H STUD(41 DIMENSIONAL LUMBER FRAMING QX41 DIMENSIONAL LUMBER FRAMING(2X4) DIMENSIONAL LUMBER FRAMING(2X4) DIMENSIONAL LUMBER FRAMING(2X4) 116 S.6TH STREET GYPSUM WALL BOARD,TYPE X(5/8") —GYPSUM WALLBOARD,TYPE X(5/8") —GYPSUM WALL BOARD,TYPE X(5/8") —GYPSUM WALLBOARD,TYPE X(5/8") LASS-MAT INTERIOR GYPSUM BOARD(5/8") BOISE,ID 83702 - - SOUND ATTENUATION BLANKET INSULATION LASS-MAT INTERIOR GYPSUM BOARD(5/8") SOUND ATTENUATION BLANKET INSULATION www.pivotnorthdesign.com SOUNDATTENUATION BLANKET INSULATION CERAMICWALILTIUE 1.12 ERAMIC WALLTILE 1.12 STAMP �FC �O�r AR 94 qTF OF X� GENERAL NOTES-WALL TYPES s INTERIOR FIRE RISER 108 INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR 1. WALLTYPES DESCRIBED ON THIS SHEET DO NOT ACCOUNT FOR REQUIRED FIRE RATING: NON-RATED FIRE RATING: NON-RATED FIRE RATING: NON-RATED ESOUNDRATHING. : NON-RATED FIRE RATING: NON-RATED BACKING AND/OR SUPPORT FOR WALL MOUNTED FIXTURES,EQUIPMENT, CASEWORK AND/OR SYSTEMS FURNITURE.COORDINATE WITH ENLARGED WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL NONE WALL FIRE TEST: NONE FLOOR PLANS,INTERIOR ELEVATIONS AND EQUIPMENT PLANS PRIOR TOTHE /y�� \y��■� S48 W48P W49 W49STW60P RECOMMENDATIONSRING OF STUD FRAMING. RIC �JVVsmILLER SOUND RATING: SOUND RATING: SOUND RATING: SOUND RATING: RECOMMENDATIONS AND USE DETAIL E6/G0.05 WHERE APPLICABLE. v,lJ\J(/(/U WALL HEIGHT: TO DECK ABOVE WALL HEIGHT: SEE SECTIONS WALL HEIGHT: SEE SECTIONS T: TO DECK ABOVE WALL HEIGHT: SEE SECTIONS 2. PROVIDE SEISMIC BRACING PER DETAIL E6/130.05 AT ALL WALL TYPES THAT DO NOT EXTEND TO DECK. r/4 �/, q1 g" �/, q7 g" 3. SEE RATED WALL PARTITION PRIORITY LEGEND FOR SEQUENCING OF Tr � I9/32� —} J,— —Y�}— RATED WALL CONSTRUCTION, 4. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED AS PER MANUFACTURERS RECOMMENDATION AND IN ACCORDANCE W/ _ ASSOCIATED UL LISTING. 5. WALL THICKNESS DESCRIBED ON THIS SHEET ARE SHOWN NOMINALLY IN GYPSUM WALL BOARD,TYPE X(5/8") - PLAN REPRESENTATIONS, STEEL STUD/JOIST IV) DIMENSIONAL LUMBER FRAMING(2X4) DIMENSIONAL LUMBER FRAMING(2X4) DIMENSIONAL LUMBER FRAMING(2X4) DIMENSIONAL LUMBER FRAMING(2X4) 6. HORIZONTAL BRACING 2'-0"A.F.F.AT FIRST OCCURRENCE AND EVERY 4'-0" THEREAFTER AT ALL WALLS W/GYPSUM WALL BOARDON ONLY ONE SIDE. .------------GYPSUM WALLBOARD,TYPE (5/8") GYPSUM WALL BOARD,TYPE X(5/8") LASS-MAT INTERIOR GYPSUM BOARD(5/8") —PLYWOOD SHEATHING(15/32") 7. AT ALL WALLS WITH SOUND ATTENUATION,SEAL TOP OF WALL AT STRUCTURE AND BOTTOM OF WALL WITH ACOUSTICAL SEALANT. PLYWOOD SHEATHING(15/32") SOUND ATTENUATION BLANKET INSULATION 8. FOR ALL WALLS WITH TILE,TUBS,AND/OR SHOWERS,USE 5/8"GLASS-MAT ERAMIC WALL TILE 1.12 GYPSUM WALLBOARD.REFER TO WALL TYPES AND FLOOR PLANS. 9. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF CLEARANCES AND ADA REQUIREMENTS ARE NOT ACHIEVED. LEGEND STAIR 101 INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR STAIR 101 INTERIOR PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS (CUT POCHE) FIRE RATING: 1-HOUR FIRE RATING: 1-HOUR EIRELN.TI�ANG: 1-HOUR FIRE RATING: 1-HOUR FIRE RATING: NON-RATED PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS FIRETEST: UL J99-22441.2/GA WP 3661 WALL FIRETEST: UL R3501-47 WALL UL R3501-47 WALL FIRE TEST: GA WP 1072 WALL FIRE TEST: NONE (SURFACE) SOUND RATING: SOUND RATING: 35-39 STC WPPNG: 35-39 STC SOUND RATING: 45-09 STC W66 SOUNDRATING: WALLHEIGHT: TO DECK ABOVE WALL HEIGHT: TO DECK ABOVE T: TO DECK ABOVE WALL HEIGHT: TO DECK ABOVE -} - WALL HEIGHT: TO DECK ABOVE J Ln Q m m '- GYPSUM WALLBOARD,TYPE X(5/8") DIMENSIONAL LUMBER FRAMING(2X6) DIMENSIONAL LUMBER FRAMING(2X6) DIMENSIONAL LUMBER FRAMING(2X6) STEEL STUD/JOIST I6") DIMENSIONAL LUMBER FRAMING(2X6) UI M ---GYPSUM WALLBOARD,TYPE (5/8") ---GYPSUM WALLBOARD,TYPE X(5/8'7 GYPSUM WALL BOARD,TYPE X(5/8") PLYWOOD SHEATHING I3/4") YPSUM WALLBOARD,TYPE X(5/8") z 0000 SOUND ATTENUATION BLANKET INSULATION PLYWOOD SHEATHING(15/32") PLYWOOD SHEATHING(15/32") 7 SOUND ATTENUATION BLANKET INSULATION SOUND ATTENUATION BLANKET INSULATION Z J ` LJ� Z I- J z U ILL > INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR FUTURE BUILDOUT 109 STORAGE 201 INTERIOR INTERIOR N z 0 O u FIRE RATING: NON-RATED FIRE RATING: NON-RATED FIRE RATING: NON-RATED FIRE RATING: NON-RATED FIRE RATING: NON-RATED 0 U WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL FIRE TEST: NONE WALL FIRE TEST: NONE L o W66S W66SP W66ST W68 W68P ~ SOUND RATING: SOUND RATING: SOUND RATING: SOUND RATING: SOUND RATING: WALLHEIGHT: TO DECK ABOVE WALL HEIGHT: TO DECK ABOVE WALL HEIGHT: TO DECK ABOVE WALL HEIGHT: TO DECK ABOVE WALL HEIGHT: TO DECK ABOVE 1 CITY REVISIONS 02/27/2023 DIMENSIONAL LUMBER FRAMING(2X6) DIMENSIONAL LUMBER FRAMING(2X6) DIMENSIONAL LUMBER FRAMING QX61 DIMENSIONAL LUMBER FRAMING(2X6) DIMENSIONAL LUMBER FRAMING D ---GYPSUM WALL BOARD,TYPE X(5/8") --GYPSUM WALLBOARD,TYPE X(5/8") --GYPSUM WALLBOARD,TYPE X(5/8") GYPSUM WALL BOARD,TYPE X(5/8") ---GYPSUM WALL BOARD,TYPE X(5/8") SOUND ATTENUATION BLANKET INSULATION SOUND ATTENUATION BLANKET INSULATION ERAMIC WALL TILE 1.12 PLYWOOD SHEATHING(15/32") m N PLYWOOD SHEATHING(15/32") LASS-MAT INTERIOR GYPSUM BOARD(5/8") O N l� Project No: 19.029 m Date: 03117/2023 O I Checked By: TB/RC INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR FUTURE BUILDOUT 109 HALLWAY 100 INTERIOR INTERIOR I— D r a w n B y T&AM Lu FIRE RATING: NON-RATED (f1 WALL 7 FIRE TEST: NONE S h e e t N a m e "-E"ISTINr R-VALUE R-19 0 /` /` WALL HEIGHT: SEE SECTIONS WALL TYPES & RATED =u ASSEMBLIES Ln z 0 E PRE-ENGINEERED METAL BUILDING �.101 EXTERIOR WALL ASSEMBLY O CITY APPROVED PLANS Sheet No: Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Vn0 04 EXTERIOR INTERIOR FOR ALL INSPECTIONS o " P . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6 NOTES-REFERENCE NOTES O FLOOR TYPES 1.01 COORDINATE WITH STRURUAALDRAWINGS. 41 11/2"=1'-0" 5.22 COORUNS IEWITHCIFPREM NUFACAPE DRAWINGS. B pivot 5.22 Z-PERLINS(BEYOND)OF PREMANUFACTURED METAL BUILDING ROOF ASSEMBLY TO BE PROVIDED BY OTHERS.RE:PRE-ENGINEERED METAL FIRE RATING: FIRE RATING: FIRE RATING: FIRE RATING: 1HOUR BUILDING DRAWINGS.COORDINATE WITH ARCHITECT IF ANY n o r t h FLOOR FIRE TEST: FLOOR FIRE TEST: FLOOR FIRE TEST: FLOOR FIRE TEST: GA-FC-5406 CHANGES OCCUR. SN08.RE:FLOOR PLANS AND 5.23 PREMANUFACTURED METAL BUILDING ROOF ASSEMBLY TO BE FLR-01 STC RATING: FLR-02 STC RATING: FLR-03 STC RATING: FLR-04 STC RATING: 35-39 STC IF BY OTHERS.COORDINATE WITH ARCHITECT IF ANY WALL TYPES CHANGES OCCUR. 5.24 DEEP LEGGED NESTED STEELTRACK.MAXIMUM CVERTICAL GAP A BETWEEN TRACKS. INTERIOR INTERIOR INTERIOR INTERIOR - CAST-IN-PLACE CONCRETE.I4" 1.01 CAST-IN-PLACE CONCRETE.(8") 1.01 PLYWOOD SHEATHING(3/4") 1.01 PLYWOOD SHEATHING(3/4") 1.01 5.30 MINIMUNS8 GA.NE-FINISALIGNHED VERTICALLY AND WITH PANHEAD STORAGE MEZZANINE-ROOM 201 -- 2X FIRE TREATED SOLID FASTENERS.FASTENERS TP ALIGN VERTICALLY AND BE EQUALLY STORAGE MEZZANINE-ROOM 201 SPACED.PAINT,TYP. PIVOT NORTH ARCHITECTURE,PLLC. BLOCKING GRANULAR COURSE I6") 1.05 WOOD I-JOIST Ill 7/8") 1.01 WOOD I-JOIST Ill 7/8") 1.01 6.03 5/8"PLYWOOD.PROVIDE 4"GAP BETWEEN GYPSUM WALL BOARD 116 S.6TH STREET a6ovE. BOISE,ID 83702 y 7.06 FIBER REINFORCED PANELING WITH PLYWOOD BACKING PROVIDED BY www.pivotnorthdesign.com CONTRACTOR. GRANULAR COURSE 1.05 7.12 PREFINISHED FLASHING WITH HEMMED EDGE. PSUM WALL BOARD,TYPE (5/8") 23.09 MECHANICALAND ELECTRICAL EQUIPEMEM.FIENVERIFY ALL SIZES STAMP �aSR°F AND LOCATIONS.RE:MECHANICAL AND ELECTRICAL DRAWINGS. v AR 94 A5 MOUNTING PLATE ELEVATION,TYP.1'-0°G0.05 1/211 J = mgTF s \O� FIRE RISER-ROOM 106 GENERAL NOTES-WALL TYPES 1. WALLTYPES DESCRIBEDON THIS SHEET DO NOTACCOUNT FOR REQUIRED BACKING AND/OR SUPPORT FOR WALL MOUNTED FIXTURES,EQUIPMENT, CASEWORK AND/OR SYSTEMS FURNITURE.COORDINATE WITH ENLARGED FLOOR PLANS,INTERIOR ELEVATIONS AND EQUIPMENT PLANS PRIOR TO 1/4"TYP THE RECOMMENDATIONS IONSA AND USE REFER TOMANUFACAPPLIC RIC eY'1//usmILLER F- RECOMMENDATIONS AND USE DETAIL E6/GDOS WHERE APPLICABLE. x 2. PROVIDE SEISMIC BRACING PER DETAIL E6/G0.05 AT ALL WALL TYPES THAT (� SLAG-WOOL-FIBER/ROCK WOOL FIBER DO NOT EXTEND TO DECK. EXTERIOR STORAGE BLANKET INSULATION(FIRESAFING) 3. SEE BS/G2A1h FOR PARTITION PRIORITY LEGEND FOR SEQUENCING OF TO FACE OF GIRT -I- - RATED WALL CONSTRUCTION. E 201 2"X6"SLOTTED INSIDE CORNER 2"X6"SLOTTED INSIDE CORNER 4. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED AS PER PREFINISHED CORRUGATED BRACKET ALONG LENGTH OF FLOOR FIRE RESISTIVE JOINT SEALANT BRACKET,FASTEN 24"O.C. MANUFACTURERS RECOMMENDATION AND IN ACCORDANCE W/ LENGTH TO ALIGN WITH EDGE OF RIDGES METAL PANEL SET IN MASTIC EDGE,FASTEN 24"O.C. )BOTH SIDES) ASSOCIATED UL LISTING. 2' FASTEN TO GIFTS 5. WALLTHICKNESS DESCRIBED ON THIS SHEET ARE SHOWN NOMINALLY IN JOINT SEALANT BACKIN 2309 SLAG-WOOL-FIBER/ROCK WOOL FIBER 5 23 LEVEL 2 IBOTH SIDES) PLAN REPRESENTATIONS. BLANKET INSULATION(FIRESAFING) - - - - _ fi. HORIZONTAL BRACIN62'-0"A.BF.AT FIRST OCCURRENCE AND EVERY 4'-0" .0'-4" ALTERNATE FRAMING FOR FIRE THEREAFTER AT ALL WALLS W/GYPSUM WALL BOARD ON ONLY ONE SIDE. GYPSUM WALL BOARD,TYPE% RESISTANT JOINT BETWEEN 1 7. AT ALL WALLS WITH SOUND ATTENUATION,SEAL TOP OF WALL AT WALLGIRTS INTERIOR EXTERIOR STRUCTURE AND BOTTOM OF WALL WITH ACOUSTICAL SEALANT. STEEL PLATE z F 8. FOR ALL WALLS WITH TILE,TUBS,AND/OR SHOWERS,USE 5/8"GLASS-MAT ^' GYPSUM WALLBOARD.REFER TO WALL TYPES AND FLOOR PLANS. / 9. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF CLEARANCES AND I FIRE RESISTIVE JOINT SEALANT GRID ---- ----- II 5.30 �, ADA REQUIREMENTS ARE NOTACHIEVED. (BOTH SIDES) STEEL RUNNER/TRACK 5.24 GYPSUM WALL BOARD,TYPE 5/8 TYP X 5.22"' BEYOND EXTERIOR EXTERIOR LEGEND 6.03 B F LASHING AND TRIM 7.12 NOTE:FIRESTOP SYSTEM IS REQUIRED ONLY AT RATEO WALLS.REFERTO STORAGE FUTURE BUILDOUT ROOFS SHEET FOR LOCATIONS.USEAPPROPRIATE UL LISTEDASSEMBLY PRE-ENGINEERED RIGID FRAMES STRUCTURE PROVIDED BY OTHERS 201 110 118'-0.. V FIRE RISER BASED ON WALL AND STRUCTURAL DECK CONSTRUCTION. (CUT POCHE) SOB I � PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS ,I-2"MIN CLEAR (SURFACE) _ r C4 FIRE STOPPING WALL TO EXTERIOR WALL(PLAN) CS PENETRATION&MOUNTING DETAIL @ METAL PANEL(SECTION) NOTE:FIRESTOP SYSTEM 15 REQUIRED ONLY AT RATED WALLS.REFER TO NOTE:FIRESTOP SYSTEM IS REQUIRED ONLY AT RATED WALLS.REFER TO GO.OS 11/2"=V-0" G0.05 3"=V-0" SHEET G2.01 FOR LOCATIONS.USE APPROPRIATE UL LISTED ASSEMBLY SHEET G2.01 FOR LOCATIONS.USE APPROPRIATE UL LISTED ASSEMBLY BASED ON WALL AND STRUCTURAL DECK CONSTRUCTION. BASED ON WALL AND STRUCTURAL DECK CONSTRUCTION. } EXTERIOR 5.23 J ___ Q Ln m SLAG-WOOL-FIBER/ROCK WOOL FIBER SLAG-WOODFIBER/ROCK INSULATION FIBER ¢ U_ C C1 FIRE STOPPING WALL TO ROOF(PERPENDICULAR TO FLUTES) C2 FIRE STOPPING WALL TO FIRE STOPPING FLOOR ASSEMBLY BLANKET INSULATION 2"X6"LOTIFEDI INSIDE CORNER BLANKET G0.05 11/2"=V-0' G0.05 11/2"=V-01 e � LD m JOINT SEALANT BACKING m (BOTH SIDES) 11 Z W FASTEN TO GIFTS O 0 System No.W-L-1019 JOINT SEALANT 7.12 FLASHING AND TRIM STEEL RUNNER/TRACK 5.24 7 March 24,1999 (BOTH SIDESI 7.06 Z ' J LL Z FRSGIg-1 Hr T Ratirg-a and l H,(Ses Item 2) m A - ---- C' LL EXTERIOR U 0 4 ANIZ O 0 u > Sy..m No.W-L-7001 - d M.y 01,19B7 ".O D4 FRAMING DETAIL-INTERIOR WALL TO EXTERIOR WALL(PLAN) D5 FRAMING DETAIL-INTERIOR WALL TO ROOF FR.tl-1Hr 2 J G0.01 11/2" V-On 11 11/2"=V-0' T Rating-0 Hr 3 1 CITY REVISIONS 02/27/2023 �A A tie to SECTION A-A 4 llCv 1.Well Assembly-The lire hated gypsum waliboardlsfud ,It assembly shall be constructed of the meter als sold',the manner spec fed in the tM r ideal U300 or WOO Sens wall and Pargbon Designs I.the UL F"re11-t-ol,Directory and shah"nclode me follow,cd.,loo ton features HIGHESTPRIORITY DA.Stuas wanfhall troy consist orenerwootlstud.or-1channelshol PARTITION PRIORITY LEGEND ...:....::...,.. .,.,i Wood!studs to cons st of both 2 by 4-n.lumber spaced 16 m.OC.Steel studs to be min z-vz in wide and spaced max 24 in.oc. , ch B.BaGs and Blankets'-Not,1-1/it.thick minehal wool b di ans ction fined to fill METAL STUDS MOUNTED TO TWO HOUR FIRE AND SMOKE WALL PRIORItt1HIGHEST N 2 Intent of swd�ydies. DECK AT 48"O.C. 3 C.Gypsum Board'-The gypsum wallboartl type,fhidness,number of layers antl TWO HOUR FIRE WALL O A n.houtioo shall be as sgcified in the intlividual Well and Padnied Design.Max diem ,:; PRIORITY 2 LOWEST PRIORITY of opening is 6 ill I� SECTION A-A 'W" TWO HOURSHARWALL 1 ` 2.Through Penetrants-One metallic piq,conduit or tubing to be installed in either concentrically or P r OI e C t N o: 19.029 1.Wall Asaembty-The fire2tetl gypsum wallboartllstutl wall assembly sM1all be wnstrudetl of iM1e ccenwcally within the firestop system.Piq,conduit a luting[o be rigidly supported on bath sides of 3 and In IIw m.mwr deacdbed In the mdmau.l ua.0 er W.S.-wan and P.Mtlm wan assembly.The fonowmg types and sizes of melalnc pipes,coodods or tubing may be used:s ONE HOUR FIRE AND SMOKE WALL PRIORITY 3 Desgnse M in e UL Fire Resistancerect Diory antl 1l Flue,m wnsWc e folle,ee, .features: 0 a t e: 03A 7@023 A.Se A.She l o. -Nmn d In.dlam for smaller)Shcetlule 10(or heavier)creel pipe.The O wtls-Wall naming may wnsiN ofeOher wootl swtls or steel ckannelswtls. annu.,ar space shall De min 1.to coax l-SIB In.WMn•twl plgbuuOTR•Ung 1• ONEHOURFIREWALL PRIORITY e Wand wds to wrist of nom 26y4 in.lumbereP,-t 6 in.OC.SIeel-1,to be ohr. I Checked By: Checker min 2-12 in.witle antl apxetl max 241n.00. B.Bansand Ban sews Nom 1-1tin.Mick 91ass fiber baR wc9onf8edwfill Bw.00t are Namara.diem 11 the hie areal elednCal metame wane or areal CEILINGSYSTEM AS SCHEDULEDICE LNGS INTERIOR PARTITION-SEE WALLTYPES dml.Tole annular space snail be ram v4 to max 1-s/e In.Wh•n 4pndun Is uz m. SMOKE TIGHT WALL PRIORITY 5 Drawn B y Author Iotermr of swd wyiu., dlam or a••,T R.h.g is 1 hr. ON OPPOSITE SIDES OF WALL MAY BE AT L1J C.Gyp"am Bp.ra•-The gypsum wallbwM ryq,tnipkness,number of uyem and C.Cop—Tubing-No,4in.diem for smenar)Tyq M I,heavier)1 DIFFERENT HEIGHTS-SEE REFLECTED SOUND INSULATION,WHERE OCCUFS-SEE N arientanw shau be as apecMetl m me wdiyaual w-an aria gdi5on ceaign.Max area or The annular space Shen be min t/4 io max 1-s/e Ip.whm popq.mbap i•u•sd.T CEILING PLAN) - WALL TYPES NON-RATED WALL PRIORITY 6 apedng"s 48,ie with m..di-swof 12i, Rend 1.D hr. _ -_ _ - _. z Sheet Name: 2--ot-PuthIle-ted 2d MSG sheet hetel d .Maxc 1 area ofduct"s a0 sq"n 3.Forming101-1a1' M,n2-t12- 1-k 1 "n 3.5 psimnara wool ban-nsu at onf ly wiN max 0 mans on oC 10'.A ]/1fi to m 1 S/B' nular pa quired w0h n iM1e firestop pecked,the oqn rig ea a Perms fo F g m.ten.l to lee receaeed from boIh eudacea of wall 0 system.eIr duct to be dg y ppaded w bar a .ass y. I. acwmmodata 1M1e requ red N'ck a of rn maeral. FLOOR TYPES & 3, ..I.g M dal•-Min 2-1/2 in.M,ekness of min 3S pcf coins el wool bib owlId..finnty THEItMAFIBER INC Tyq SAF s t,,accommodate mg as a permanea fwm.Feel material to bs recessed tram both wdaws of wall orm n9 ate eked intoo en 1 d.FIII,Vold or Cavlfy M1,Dry o-Min i/2 in.Thickness of G11 material applied whin Ina annulus,flesh � RATED ASSEMBLIES weghtoin acco-ce xtith theamomp,,y.,g ins,11,11 n olaeoo gdc dry mix tat qd webr by E4 SEISMIC BRACING PARTITION WALLS,TYP. E5 PARTITION PRIORITY LEGEND requl esa o male,. INC-Tyq SAF d.FIII,Vad h Gully M"Md.M f-I.cry III le.IrlckneM of fl11 meterkl a 1112.1 within Ire N -te,float wl rboth"ud"we olwell.Dry mix m%I1 mixed wilt wet"ralar"1"of2.1pem dry UNITED STATES GYPSUM CO-Tyq FC LJ� Umde III PSUMCInepwmanwwithtn"ewomDenrbgbateueuonbavupnwe. G0.05 12"=1'-0" G0.05 3" 1'-0" UNTED STATES GYPSUM CO-Type FC d..Fill,Voldar,Ih,.Msof fill Not Shown-Twa wmgnent fill material used uran..rete to Z 4A.FIII,Ie Ior C"vly M.Nrl.n-Na Shovm-Two wmpon"ntfillmalarial aced eaenelterneb to Item4.Mint/tin.thickness of fill the annulus.Rush1 both surfacesdwall. it 4.Mln 1I21n.Mlckne"e of fill mmerkl applied wlMln tre ennuluc,fluaM1 wllr bolo eudewa of well. Ready-mixed wmponenl mixed wiU accelerator component al a rala of 68 Darts of ready-mixetl Reedy mixed..,sel mixed el.ace Ade.r wmpon"nt et"reb I pads of reedy-mixed mpon es I.I qd of-ester wmgnent by weight in a-rd.-with Me acwmp.eyho O wmplw"nl to 1 pld of ecwl"relw wmpon"nt by wegi,t in accmdence wIN the acwmp.nyin "stallation i"he"ons.g UNITED STATES GYPSUM CO-Type RFC UNITED STATES GYPSUM CO-Type RFC EntllcM•.•uch gotlucN.r.11 b•"r the UL or cUL C.diff.flon M.rk fcr)url.dictlon.amploying N.UL or •1-•u.h Products shall bear ih•UL or cUL C-111-tlon Mark forlurisdictlons employing the UL or cUL C•d 14-1on(ouch..Cenad.),..pectiv.ly. cUL C-111.1tlon(such es Canada),e-p-i-Ity. O O CITY APPROVED PLANS Sheet No: E1 1-HR DUCT PENETRATION DETAIL E2 1-HR PIPE PENTRATION DETAIL Reviewed for code Compliance Go.os 11/2"=1'-0" Go.os 11/2"=V-0" PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS G0.05 N P 1 2 3 4 5 6 TWIN FALLS TRAINING FACILITY • CODE ANALYSIS SUMMARY pivot CODER FALLS FIRE DEPART TENT TRAINING WINGBC and IPC MAXIMUM EGRESS-SS TRAVEL DI O ' TWIN FALLS FIRE DEPART IT TRAINING FACILITY MAXIMUM EXIT ACCESS TRAVEL DISTANCE(FEET): ALLOWED ACTUAL TYPEOFCONSTRUCTIO.V-B OCCUPANCY GROUPS-2 BASE I),B(PHASE III (IBC TABLE 1017.2)-WITH SPRINKLER S-2 STORAGE 400' BUILDING IS EQUIPPED TH GHOUT WITH AN APPROVED AUTOMATIC SPRAKILER SYSTEM IN B BUSINESS 300 N/A ACCORDANCE WITH SECTION 903.3.1.1.THIS IS AN ENGINEERED METAL BUILDING AND WILL BE MAXIMUM COMMON PATH OF EGRESS TRAVEL(FEET): OCCUPIEDVIA TWO CONSTRUCTION PHASES.PHASE I(S-2)WILL PROVIDE 2 APPARATUS BAYS AND (IBC TABLE 1006.2.1)-OCC.LOAD=34 S-2 STORAGE 100, A SUPPORTINGSPACES FOR GENERAL STAFF USE AND EQUIPMENT STORAGE.NO TIMELINE OR B BUSINESS 100, N/A SPECIFIC PROGRAMHAS BEEN DEVELOPED FOR THE TENANT IMPROVEMENT WORK OF PHASE II. COMCheck Software Version COMCheckWeb MINIMUM CORRIDOR WIDTH(IBC 1020.2) 36" 46" JURISDICTION MAXIMUM DEAD END CORRIDORS(IBC 1020.4) 50' Parcel l0 RPTD986000001A Envelope Compliance Certificate PIVOT NORTH ARCHITECTURE,PLLC. OWNERIS):CITY OF TWIN FALLS,IDAHO FIRE SPRINKLER SYSTEM MINIMUM EXITS REQUIRED PER SPACE(IBC TABLE 1006.3.2) OCCUPANTLOAD REQUIREDEXITS 116 S.6TH STREET PO BOX1907 1.500 2 BOISE,ID 83702 TWIN FALLS,ID 83303 IS BEING PROVIDED. MINIMUM STAIR WIDTH(IBC 1011.2,EXC.1) 36" 1.. www.pivotnorthdesign.com Project Information ' TWIN FALLS FIRE DEPARTMENT NOTES: Energy Code: 2018 IECC PROJECT ADDRESS:420 VICTORY AVE,TWIN FALLSID83301-5593 EGRESS REQUIREMENTS: Project Title STAMPle- Twin Falls facility 2022 S�PROFF , LAND SQUARE FOOTAGE:518,341 SQ.FT. 1.REFER TO LIFE SAFETY PLANS FOR ADDIPONALINFORMATION. Locatxrn: Twin Falls,Idaho V4� NI TECl�O�y LEGAL DESCRIPTION:PLAIN FALLS CITY INDUSTRIAL SUBDIVISION LOT 1,EXC TAX#1812(17-1017 NE) Cbmate Zone- Sb (63-602A) ACCESSIBLE MEANS OF EGRESS-IBC vA 94 1006.2.1 TWO EXITS ARE PROVIDED Project Type: New Construction ZONING INFORMATION TABLE 1006.2.1:MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE,WITH SPRINKLER(FEET) Vertical Glazing/Wall Area: 2% u, o ' M-2.HEAVY MANUFACTURING DISTRICT-INDUSTRIAL USES 5-2 100 FT. I OCCUPANCY=18 qTF OF X�R USECODE: B 100 FT. N/A Construction Site: Owner/Agent DeslgnerlContractor: 5 TAX CODE AREA: 1007.1.1-EXCEPTION 2-WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC 420 Victory Aw City of Tenn Falls Tad Bradley TAXABLE: SPRINKLERSYSTEM IN ACCORDANCEWITH SECION 903.3.1.1 OR903.3.1.2,THE SEPARATION Twin Falls,Idaho 83301 203 Main Ave.E Pivot North Architecture PROPERTY TYPE: DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL Twin Fells,Idaho 63301 116 South 6th Street TOTAL ACRES:11.96249 DIAGONAL DIMENSION OF THE AREA SERVED. 208.735.7131 Boise,W-4255 01 1009.3.1 EXIT ACCESS STAIRWAYS. LicenworthyVdid.org 208-590-1255 NEW CONSTRUCTION EXIT ACCESS STAIRWAYS THAT CONNECT LEVELS IN THE SAME STORY ARE NOT PERMITTED AS PART Additional Efficiency Package(s) ladopivotnorthdestgn can YEAR PERMITTED 2023 OF AN ACCESSIBLE MEANS OF EGRESS.EXCEPTION:EXIT ACCESS STAIRWAYS PROVIDING MEANS OF RIC V/J�lJ /B BILLER EGRESS FROM MEZZANINES ARE PERMITTED AS PART OF AN ACCESSIBLE MEANS OF EGRESS. Credits: 1.0 Required 1.0 Proposed APPLICABLE CODES 1010.1.9.1 DOOR HANDLES,PULLS,LATCHES,LOCKS AND OTHER OPERATING DEVICES ON DOORS Enhanced Envelope Performance.1.0 credit 2018 INTERNATIONAL BUILDING CODE(IBC),WITH IDAHO STATE AMENDMENTS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING,TIGHT Building Area Floor Area 20181NTERNATIONAL FIRE CODE(IFC) PINCHING OR TWISTING OF THE WRISTTO OPERATE. 20181NTERNAZ AL MECHANICAL CODE(IMC) THE REQUIRED CAPACITY OF STAIRWAYS SHALL BE DETERMINEDASSPECIFIED IN SECTION 1005.1, 1-Apparatus Bey for Fro Traerg facility(Wershousei: 'i:N'4 2017 NATIONAL ELECTRICAL CODE(NEC) BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN 44INCHES(1118 MM).SEE SECTION 1009.3 Nonresderilial 20171DAHOSTATE PLUMBING CODE-BASEDON THE 2015 UNIFORM PLUMBING CODE(UPC) FORACCESSIBLE MEANS OF EGRESS STAIRWAYS.EXC.1-STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. Envelope Assemblies BENERGY CODE GUARDS(NOT LESS THAN 42'7 SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, 2018 INTERNATIONAL ENERGY CONSERVATION CODE(IECC),WITH IDAHO STATE AMENDMENTS INCLUDING MEZZANINES. Axstmbly Gross Area Cavity Cont. Proposed BudgetU 1011.2 MINIMUM STAIR WIDTH=3V,EXISTING=63"CLEAR or R-Value R-Value U-Factor Factor,.. ' ACCESSIBILITY CODES 1016.2 EGRESS THROUGH INTERVENING SPACES 1.EGRESS FROM A ROOM OR SPACE SHALL NOT Perimeter 20181NTERNATIONAL BUILDING CODE-USED AS SAFE HARBOR PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,EXCEPT WHERE SUCH ADJOINING Root Metal Building,Standing Seam,Double lnsu ban Layer 10414 3C. 36C 0,027 0,035 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ROOMS OR AREAS AND THE AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER.2.AN EXIT with Thermal Blocks fill.III.Use 1-Apparatus Bay for Fire 2009 ICE A317.1.2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ACCESS SHALL NOT PASS THROUGH A ROOM THAT CAN BE LOCKED TO PREVENT EGRESS. Training facility) Floor:Unheated SIZOin-Grade,Vertical 2 ft..[Bldg.Use 1- 415 --- 10.0 0.540 0.540 BUILDING SEPARATION: TABLE 1017.2:IXITACCESS TRAVEL DISTANCE Apparatus Bay for Fire Training facility)(c) • NORTH SIDE:ESTIMATE DIST.TO PROPERTY LINE=87TV OCCUPANCY ALLOWED(WITH SPRINKLER) ACTUAL 1Y08R! T S-2 400 FT. 102'-6" Ext.Wall:Metal Building Wall,Single Layer Mineral Fiber 2237 0.0 26.0 0.037 0.052 • S :ESTIMATE INTERIOR LOT LINE;DIST.TO PROPERTY LINE=600' • SOUTH SIDE:ESTIMATE PUBLIC WAY;DIST.TO PROPERTY LINE=675' B 300 Fi. 96'-0" lwmpmswd at girt),[Bldg Us°1-Apparatus Say for Fire Training facility) • WEST SIDE:ESTIMATE INTERIOR LOT LINE;DIST.TO BUILDING=175' 1020.2:MINIMUM CORRIDOR WIDTH 36" Door:Insulated Metal,Geroge door 14%Elating,[eklg.Use 1- 196 - - 0.150 0.310 1020.4,EXCEPTION k2:MAXIMUM DEAD-END CORRIDORS-WITH SPRINKLERS:50 FT, Apparatus Bay fa Fire Training facility) CHAPTER 5:GENERAL BUILDING HEIGHTS AND AREAS EGRESS REQUIREMENTS: Door:Insulated Metal,Geoge door 14%glazing,[Bldg.Use 1- 195 - - 0.150 0.310 HEIGHTCALCULATION.S2.B000UPANCY(USE MOST RESTRIRin 2018IBC-5 & 1.REFER TO LIFE SAFETY PLANS FOR ADDITIONAL INFORMATION. Apparatus Bay for Fire Training facility) Door:Insulated Metal,Swinging,[Bldg.Use 1-Apparatus Bay 21 - - 0.310 0.370 HEIGHT ALLOWED" 60 FT.(TABLE SM.3),ACTUAL HEIGHT=APPAOX.22' for Fire Training facility) STORIES ALLOWED=3(TABLE 504.4),ACUALSTORIES=1 ACCESSIBILITY-CHAPTER II: Door:Insulated Metal.Swinging.1".Use l-Apparatus Bay 21 - - 0.3t0 0.37D ALLOWABLE AREA-2018 IBC-TABLE 506.2:36,000 SO.FT.,ACTUAL GROSS=10,414 SQ.FT. 1102.1 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN for Fire Training facility) ACCORDANCE WITH THIS CODE AND ICC A117.1. ila THE BUILDING WILLBE EQUIPPEDWITH AN AUTOMATIC SPRINKLER SYSTEM. 1104.1 AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC Ex[.Wall:Metal Building Wall,Single Layer Mineral fiber 1626 0.0 26.0 0.037 0.052 TRANSPORTATION STOPS,ACCESSIBLE PARKING,ACCESSIBLE PASSENGER LOADING ZONES,AND (compressed at girt,[Bldg Use I-Apparatus Bay for Fire (-TJVTJfHiEy0MBUIUDING HEIGHTSANDAREAS PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. Training facility) 505.2 MEZZANINES 1109.2 TOILET AND BATHING FACILITIES EXC.3-WHERE MULTIPLE SINGLE-USER TOILET ROOMS OR Window:Vinyl Frame:Fixed,Pert.Specs.Product ID A-series 128 - - 0.190 0.380 NINES IN COMPLIANCE WITH SECTION 505.2 SHALL BE CONSIDERED BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION,AT LEAST SO PERCENT BUT NOT LESS Apparatuswcture window(Anderson),SHGC 0.30.(Bldg.Use I Say for Fire Training faobty)lbl PORTION OF THE STORY BELOW.SUCH MEZZANINES SHALL NOT CONTRIBUTE TO EITHER THE THAN ONE ROOM FOR EACH USE AT EACH CLUSTER SHALL BE ACCESSIBLE. } BUILDING AREA OR NUMBER OF STORIES AS REGULATED BY SECTION 503.1.THE AREA OF THE MEZZANINE SHALL BE INCLUDED IN DETERMINING THE FIRE AREA.THE CLEAR HEIGHT ABOVE AND INTERIOR ENVIRONMENT-CHAPTER I2: Project Title Twin Falls-training facility 2022 Report date,11//12/22 BELOWTHE MEZZANINE FLOOR CONSTRUCTION SHALL BE NOT LESSTHAN 7 FEET(2134 MM). OCCUPIABLE SPACES,HABITABLE SPACES AND CORRIDORS SHALL HAVE A CEILING HEIGHT OF Data filename: Page Iof 9 J 505.2.1 AREA LIMITATION. NOTLESSTHAN 7 FT,6 IN.BATHROOMS,TOILET ROOMS,KITCHENS,STORAGE ROOMSAND LAUNDRY ROOMS SHALL BE PERMITTED TO HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FT. U ' THEAGGREGATE AREA OFA MEZZANINE OR MEZZANINES WITHINAROOM SHALL BE NOT GREATER m THAN ONE-THIRD OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE LOCATED.THE (12D8.2) Q � ENCLOSED PORTION OF A ROOM SHALL NOT BE INCLUDED IN A DETERMINATION OF THE FLOOR • IN OTHER THAN DWELLING UNITS,TOILET,BATHING,AND SHOWER ROOM FLOOR FINISH LL Vt C AREA OF THE ROOM IN WHICH THE MEZZANINE IS LOCATED.IN DETERMINING THE ALLOWABLE MATERIALS SHALL HAVE A SMOOTH,HARD,NONABSORBENT SURFACE.THE INTERSECTIONS OF r n c-1 SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH,HARD,NONABSORBENT VERTICAL BASE V M MEZZANINE AREA,THE AREA OF THE MEZZANINE SHALL NOT BE INCLUDED IN THE FLOOR AREA OF m THE ROOM,STORAGE MEZZANINE 15 APPROXIMATELY 24%OF PHASE I FLOOR AREA THAT EXTENDS UPWARD ONTO THE WALLS NOT LESS THAN 4 IN.(1210.2.1). Z 00 505.2.2 MEANS OF EGRESS. WALLS AND PARTITIONS WITHIN 2 FT.OF SERVICE SIN KS,URINALS AND WATER CLOSETS SHALL p THE MEANS OF EGRESS FOR MEZZANINES SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF HAVE A SMOOTH,HARD,NONABSORBENT SURFACE,TO A HEIGHT OF NOT LESS THAN 4 FT. Z CHAPTER IO. ABOVE THE FLOOR,AND EXCEPT FOR STRUCTURAL ELEMENTS,THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE(1210.2.2). �Q REQUIRED SEPARATION OF OCCUPANCIES(HOURS)PER TABLE 508.4: EXCEPTION:THIS SECTION DOES NOT APPLY TO TOILET ROOMS THAT ARE NOT ACCESSIBLE < Z OCCUPANCY CLASSIFICATION FIRE SEPARATION FROM TO THE PUBLIC AND WHICH HAVE NOT MORE THAN ONE WATER CLOSET. 5-2 APPARATUS BAY B 1-HR SEPARATION REQUIRED ACCESSORIES SUCH ASGRAB BARS,TOWEL BARS,PAPER DISPENSERS AND SOAP DISHES, Assembly Gross Area Cavity Cont. Proposal Budget U. PROVIDED ON OR WITHIN WALLS,SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL or R-Value R-Value U-Factor Factors.. CHAPTER 6:TYPES OF CONSTRUCTION ELEMENTS FROM MOISTURE. P°rimel°` J CONSTRUCTION TYPE: V-B J w ROOFING: SgJID1 PRIMARY STRUCTURAL FRAME(HOURS): 0 ExL War:Metal Building Wall.Single Layer Mineral Fiber 2237 0.0 26.0 CO37 0.D52 Q > BEARING WALLS-EXTERIOR(HOURS): p 15D4.71MPAC RESISTANCE: (compressed at girt),(Bldg Use I-Apparatus Bey for Fire U LL Q BEARING WALLS-I NTERIOR(HOURS): 0 ROOF COVERINGS INSTALLED ON LOW-SLOPE ROOFS(ROOF SLOPE<2:12)IN ACCORDANCE Training facility) > FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS(HOURS): 0 WITH SECTION 1507SHALL RESIST IMPACTDAMAGE BASED ON THE RESULTS OF TESTS CONDUCTED Door:Insulated Metel.Wmge door l4%gluing,[Bldg.Use 196 - - 0.150 0.310 QJ Z 0 IN ACCORDANCE WITH ASTM D3746,AAM D4272 0R THE"RESISTANCE TO FOOT TRAFFIC TEST"IN pparatus Bay for Fire Training facility) ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS(HOURS): 0 Doa:lnwleletl Motel,Geroge ld%gluing,[Bid Use U SECTION4.60FFM 4470. 9 9 g• g- 196 - - 0.150 0.310 0 NONBEARING WALLS AND PARTITIONS-EXTERIOR(HOURS): 0 Apparatus Say fa Fire Training facility) L > X<5' 1 Door:Insulated Metal,Swinging,[Bldg.Use 1-Apparatus Bay 21 - - 0.310 0.370 O I.<X<10' 1 IFC TABLE 8105.2-MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS for Fire Training facilityl d V 10,<X<30' p B103.1 DECREASES-THE FIRE CODE OFFICIAL 15 AUTHORIZED TO REDUCE THE FIRE- 9LIFS-L X>30. 0 FLOW REQUIREMENTS FOR ISOLATED BUILDINGS OR A GROUP OF BUILDINGS IN RURAL AREAS ExL Wall:Metal Building War,Single Layer Mineral Fiber 1626 0.0 26.0 0.D37 0.D52 OR SMALL COMMUNITIES WHERETHE DEVELOPMENTOF FULL FIRE-FLOW REQUIREMENTS IS (compressed at girt),(Bldg Use l-Apparatus Say for Fire CHAPTER 7:FIRE AND SMOKE PROTECTION FEATURES IMPRACTICAL. Training facility) TABLE 705.8-MAX.AREAOF EXTERIOR WALLOPENINGS BASED ON FIRE SEPARATION DIST.AND (al Budget O-factors she used for software baseline calculations ONLY,and arc not code requirements. DEGREE OF OPENING PROTECTION:NO LIMIT AS NO BUILDING 15 LESS THAN 20FT FROM PHASE I. (b)Fenestration Product performance must be certified in accordance with NFRC and requires supporting documentation. IFCTABLEC102.1-NUMBER AND DISTRIBUTION OF FIRE HYDRANTS (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. (it)Thermal spacer block with minimum R-3.5 must be installed above the purlirdbati.and the root deck secured to the 710.8 DUOS AND AIR TRANSFER OPENINGS. pudins, BUILDING THE SPACE AROUND A DUCT PENETRATING A SMOKE PARTITION SHALL BE FILLED WITH AN APPROVED MATERIALTO LIMIT THE FREE PASSAGE OF SMOKE.AIR TRANSFER OPENINGS IN SMOKE Project Notes PARTITIONS SHALL BE PROVIDED WITH A SMOKE DAMPER COMPLYING WITH SECTION 717.3.2.2. DEXCEPTION:WHERE THE INSTALLATION OFA SMOKE DAMPER WILL INTERFERE WITH THE PLUMBING FIXTURE COUNT SUMMARY Envelope Compliance Statement OPERATION OF REQUIRED SMOKE CONTROL SYSTEM IN ACCORDANCE WITH SECTION 909, Complon-Steternent:The proposed envelope design represented in this document is consistent with the building plans, ('Y) APPROVED ALTERNATIVE PROTECTION SHALL BE UTILIZED. CHAPTER 29 PLUMBING SYSTEMS-TABLE 2902.1-MIN.NUMBER OF REQUIRED PLUMBING FIXTURES spxfications,and other calculations submitted with this per id application The proposed envelope systems have been N PLANNED FOR PHASE II COMPLETE BUILD-OUT,PER BE 10 designed to meet the 20181ECC req m inuireents COMcheck Version COMcWkWeb and to comply with any appllcaw OCCUPANT LOAD CHAPTER 8:INTERIOR FINISHES I ) mandatory requirements listed in the Inspection Checklist O 5-2 OCCUPANT COUNT 5,469 GROSS SQ.FT.:18 OCCUPANTS TAD BRADLEY 01/20/2023 N 803.1 GENERAL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE LOAD FACTOR ACCESSORY STORAGE-300 SQ.FT..GROS Name-Tin. PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, gnature Date 9 MALE t--( Project No: 1&029 EXCEPT AS SHOWN IN SECTIONS THROUGH 803.15,MATERIALS TESTED IN ACCORDANCE 9FEMALE Pre-engineered metal budding to house a two-phase tenant improvement project.The first phase will be used WITH SECTION 803.1.1 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION asa apparatus 803.1.2. PLUMBING FIXTURE COUNT-5OCCUPANCY PPa bays and su ppdrung office,restrddm,and utility space m Date: 03117R023 TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY: WATER CLOSES: I Checked By: TB/RC 5.2 SPRINKLERED 1 PER 100 OCCUPANTS,2 PROVIDED INTERIOR EXIT STAIRS C LAVATORIES: w Drawn By: TB CORRIDORS C 1 PER 100 OCCUPANTS,2 PROVIDED ROOMS C N z Sheet Name: CHAPTER 9:FIRE PROTECTION AND LIFE SAFETY SYSTEMS 902.1 WHEREUMPAND RISER,FlREROOM SIZE, O CODE AND ENERGY WHERE PROVIDED,FIRE PUMP ROOMS AND AUTOMATIC SPRINKLER SYSTEM RISER ROOMS SHALL BE DESIGNED WITH ADEQUATE SPACE FOR ALL EQUIPMENT NECESSARY FOR THE INSTALLATION,AS DEFINED BYTHE MANUFACTURER,WITH SUFFICIENT WORKING ROOM AROUND THE STATIONARY COMPLIANCE EQUIPMENT.CLEARANCES AROUND EQUIPMENT TO ELEMENTS OF PERMANENT CONSTRUCTION, INCLUDING OTHER INSTALLED EQUIPMENT AND APPLIANCES,SHALL BE SUFFICIENT TO ALLOW INSPECTION,SERVICE,REPAIR OR REPLACEMENT WITHOUT REMOVING SUCH ELEMENTS OF PERMANENT CONSTRUCTION OR DISABLING THE FUNCION OF A REQUIRED FIRE-RESISTANCE-RATED N ASSEMBLY.FIRE PUMP AND AUTOMATIC SPRINKLER SYSTEM RISER ROOMS SHALL BE PROVIDED WITH DOORS AND UNOBSTRUCTED PASSAGEWAYS LARGE ENOUGH TO ALLOW REMOVAL OF THE Z LARGEST PIECE OF EQUIPMENT. O 902.1.1-ACCESS KEY WILL BE AVAILABLE ATALLTIMES. 902.1.2-ACCESS DOOR WILL HAVE APPROVED SIGNAGE U 902.1.3-ROOM SHALL BE MAINTAINED AT A TEMPERATURE NOT LESS THAN 40 DEGREES F. 902.1.4-PERMANENT LIGHTS WILL BE INSTALLED. Project Title Twin Falls-training facility 2022 Report date', 11/02l22 0 PER IBSSECTION 906.1 ANDTABLE 906.3(1),PROVIDE PORTABLE FIRE EXTINGUISHERS IN CABINETS: Data filename- Page 2of 9 O 2-A,MAX.FLOOR AREA=11,250.AT LEAST ONE WILL BE PROVIDED FOR S-2 OCCUPANCY. (•-I Sheet No: 913.2.1 PROTECTION OF FIRE PUMP ROOMS. FIRE PUMPS SHALL BE LOCATED IN ROOMS THAT ARE SEPARATED FROM ALL OTHER AREAS OF THE /'•ITV APPROVED PLANS ll AILIC BUILDING BY 2-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707OR 2-HOUR CITY APPR V C PLANS HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711,OR BOTH. a' EXCEPTIONS:(.IN OTHER THAN HIGH-RISE BUILDINGS,SEPARATION BY 1-HOUR FIRE BARRIERS ' Reviewed for Code Compliance G 1 .00 CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR 1-HOUR HORIZONTAL ASSEMBLIES PLANS MUST BE ON JOB SITE CONSTRUCTED IN ACCORDANCE WITH SECTION 711,OR BOTH,SHALL BE PERMITTED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION N - 9033.1.1 OR 903.3.1.2. FOR ALL INSPECTIONS " Page 6 of ;F8 1 2 3 4 5 6 FLOOR CEILING pivot ABOVE IS 1 HR. PER 20181BC 1007.1.1:DIAGONAL=151'-2' RATED. O 113 OF DIAGONAL=50'-6". fth ACTUAL DISTANCE=82'-5' 0 0 0 A 45 MIN / FIRE RISE j II I I' 14 DOOR X � (0) PIVOT I j10 45MIN `0 /' PIVOT NORTH ARCHITECTURE,PLLC. 82 SF /' 116 S.6TH STREET TRooM /' BOISE,ID 83702 ELEC.ROOM // www.pivotnorthdesign.com ' 425E 445E FE `________________' / `----------------' STAMP S�PROFF� / ` FUTURE SPACE WILL NEED A I ' ' DRINKING FOUNTAIN AT A LATER L / ' A 94 DATE IF OCCUPANT LOAD FOR WHOLE BUILDING EXCEEDS 30. aoa RESTRoo® 9 /'/ qT8 OF �R vvvvvvvvvvvvvvvvvvvvvvvvvv�� LEGEND s PHASE II FUTURE BUILD --- / B OCCUPANCY OF 5,020 SQ.F 995F/ S-2 OCCUPANCY OF 5,424 SQ.FT. R00x""ME OCCUPANCY CLASSIFICATION(PER IBC CHAPTER 3) OCCUPANCY LOAD:0 0 I OCCUPANCY LOAD:=23ROO%# DA AESTROOM WIDTH OF UPANT EGRESSCOAD(PER MPONEIBCTABLE1004.1.2I RIC§V/J�V(/ll��ILLER ' I ° � 34"MAX SINK ✓ lJ' �I T HEIGHT WIDTH OF EGRESS COMPONENT J :99 SF ® DIRECTION OF EXITING "—" — " — —E%IT TRAVEL DISTANCE_102'-6"— - — -—" COLLECnVE NUMBER OF OCCUPANTS Q - N —KITCHENETTE OCCUPANT CAPACITY OF EGRESS COMPONENT // of Al2 /jDIRECTIONOFE%ITING BSb �� i1155F I APPARATUS BAY S-2 COLLECTIVE NUMBER OF OCCUPANTS KITCHENETTE AND OFFICE TOTAL OFFICE AREAOF EQUATE TO E THANIO% 37145F E%RING TRAVEL DISTANCE --gS2 10 OF OVERALL S-2 ARREA,A,THEREFORE INCLUDED AS 5-2 OCCUPANCY. 1245E ® FIRE BARRIER-I-HOUR FIRE-RESISTIVE RATING PER IBC le—22 FE SECTION 706 WITH 45-MINUTE RATED OPENING 1 HR.FIRE BARRIER -- PROTECTIVES PER IBC TABLE 716.5 REQUIRED _ _ BETWEEN S-2 AND B _----1- 5 OCCUPANCY UP� FE FIRE EXTINGUISHER 5.2:LOW-HAZARD STORAGE -- ' B:BUSINESS GROUP I I I I I I I I 1 HOUR FIRE RATED FLOOR ASSEMBLY(FL-04) 170 STRIA 0 0 0 0 } N J LEVEL 1-EXITING AND OCCUPANCY PLAN U m C3 G2.01 1/8" P-0" /�� Q Ln 0) C v � rn m z 0 0 Z V I I Q J I I I I I I I I F I I I I I r/•� I I I I z I I I I J I I I I •' I H Q I I I � L.L a I I I } _ z 0 _ u O u I THIS IS A MEZZANINE L 0 i NOT ASTORY--JV d v S-2 OCCUPANCY OF 1,582 SQ.FT. Im OCCUPANCY LOAD=5 _ a STORAGE o N S.2 —OPEN TO BELOW _ v 2 ,OPEN TO BELOW-' 1282 SF D I ' m I O • cV Il� Project No: 19.029 I COMMON PATH OF EGRESS IS<100'. C'n Date: 031v@o23 IBC TABLE1006.2.1 O Checked By: TEVRC FOR A MEZZANINE Drawn By: TB 63 w 315 N Ng6 z Sheet Name: EXITING AND I I I u OCCUPANCY PLAN I I I I L I I I I I I I I zI I I I 0 U E o CITY APPROVED PLANS o N E3 LEVEL 2-EXITING AND OCCUPANCY Reviewed for code compliance sheet u° PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS G2.01 a N . . . . . . . . . . . . .1 . . . . . . . . . . . . . � 2 3 . . . . . . . . . . . . . . . . . . . . . . .4 . . . . . . . . . . . . . . . . . . . . . . . . . . .5 . . . . . . . . . . . . . . . . . . . x IS EXIST CELL TOWER CVO ELECTRICAL STRUCTURE \` north � x—x—X / � : — : — : —,: - : � D Ilo e em °e x A O" fp� � I I 3 � A I / CTURL LX � \ \ ms I 3 PIVOT NORTH ARCHITECTURE,PLLC. 1101 W.GROVE STREET I o ° r= x EP o J BOISE,ID 83702 / --- _----_ UiU - CREEK/SURFACE WATER ��.��- ----- \_ c JR i I - --W- fJ - _ _ - p_ www.pivotnarthdesign.cam �, FG —EG m -_--- � FUTURE CLASS"A"-, W W RESIDENTIAL BURN BUILDING �F� I'F \\ APPROX.TOP OF CLIFF ,577 z W W - -__ _ STAMP: Oq°�9� AL \ \ RAC I w Ns EG EG EG 115' 13437 0 COMMERCIAL TOWER PAOg----� 7I " I �� it �\ \ F,t, / Ol/19/2023 \\\\\\ II \ \\\ \ Ns / I� v I �^� �� vv v RICorgumILLER B — REHAB SHELTER ' \ / Y' I I / �\ . \ / PCN / lop s � -- - Y� „- �v V �\ I J �i.� W WZO I „ ��/ .�, Demolition Plan Area A ° 40 B° � u / \ v s n = W ��c� Horizontal Scale: 1"=40' I� --TRAINING SUPPORT BLDG (� \W/FUTURE ADD-ON \ \ QI II Demolition Keynotes: �— Demolition Legend: w J �� 1. REMOVE AND SALVAGE SIGN,REFER TO C2.02 FOR INSTALLATION Q Q I LOCATION. REMOVE AND DISPOSE OF HARDSCAPE W Z 0 2. CONCRETE BLOCK STOCKPILE,COORDINATE REMOVAL WITH OWNER OFFSITE. O J FOR DESTINATION LOCATION. I I — L ----- SAWCUT LINE LU LL (D 3. REMOVE AND DISPOSE OF FENCING AND ALL RELATED LLJ APPURTENANCES OFFSITE. � N N N DEMOLITION,AREA B i Gsmo1 �� GUTTER CLAY BE E MOVED OR CURB& J O \ GUTTER TO BE REMOVED 0J (Doo w m — — — — — — J P EP EP MATCH LINE-SEE C2.01 -X—X- FENCE TO BE REMOVED a✓ z LL W o C m m Q IY _ \ c.> s FUTURE ADMIN& Cn z m z Q ' RECEPnoNBLDc MATCH LINE-SEE C2.02 o o Z 0 I7rI7T-17r1-1� W a v 3 n,� I G -_ —"1 F-x—x—x R x— ^W I \\�. evisions: I I _L LI1 LI1 LI-L i \ i \ EP C EP O REVISION 12/21/2021 � I I ID — — - ® I � CITY COMMENTS 01/04/2022 IEP 0 PR-01 05/02/2022 III I EXIST. I `\ I ❑ ❑ EG EP EG EP aaa . PR-02 09I23I2022 COCA-COLA � p� . 111 III. so BUILDING w I ` FUTURE .. I ASI-001 01/19/2023 IBUILDING LOCATION I ^� X I c — — 1 EXIST.HUMANE _J,� soclETv D dyI . I I yip I I I I I ^' S� Project No: 120104 SD Data: 02.D4.2022 ID; ___ B I I � Checked By: EC/BS Drawn By: CRIJL Q W - W Sheet Name W�W_W W�WG—G >_ Site Layout & - 15'� cG _—W W - Materials Plan - J I W\\Q VICTORY AVENU — / X—X—X Q Overall & Demolition Q i EW DEMOLITION,AREA I � 1 I W E I ;� Demolition Plan - Area B 4 80Ln } Sheet No: I Horizontal Scale: 1"=40' iI�I I CITY APPROVED PLANS C2.00 Site Layout & Materials Plan - Overall & Demolition Reviewed for Code Comp BSI 0 70' 140' - PLANS MUST BE ON JOB SITE Horizontal Scale: 1'=70' FOR ALL INSPECTIONS . . . . . .I . . . . . . . . . . . . . . . . L M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 \ ` Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION NOTES,ON PLAN _ O O SHEET GO.00. � 2. REFER DETAILS AND SPECIFICATIONS FOR ADDITIONAL CONSTRUCTION I vO E ID o REQUIREMENTS. P 67.8' a^ 76.7' _ I I 3. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LAYOUT OF PROPOSED O 0 9 S I IMPROVEMENTS RELATIVE TO EXISTING BUILDINGS AND SITE,BRINGING ANY I DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCING I 78.5' 1 I WORK. A (tb y� - EXIST.CELL - _ "\ 1 4. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE MEASURED FROM FACE OF / TOWER/ELEC. I CURB,EDGE OF WALK,EDGE OF PAVEMENT,EDGE V FOUNDATION,EDGE OF � STRUCT. - 9 1 APPROX.TOE OF SLOPE 11.4' 24.3 V WALLS OR EDGE OF GRAVEL.WHERE EDGE OF GRAVEL IS DIMENSIONED - f N8q�287.55' a ` I ADJACENT TO EDGE OF PAVEMENT,EDGE OF PAVEMENT IS 3-FT FROM EDGE OF GRAVEL. I o 1 / 0 5.2 I PIVOT NORTH ARCHI URE PLLC. _ / 5. GRAVEL SECTION THICKNESS ACCOMMODATES FUTURE PAVING EFFORTS.TOP x-x x-x-x _ _ _ _ _ _ �9 I 1101W.GROVES I 3"WILL BE REMOVED TO ALLOW INSTALLATION OF 3"ASPHALT DEPTH. 1 x JoIll nss' 2a I eo.3' BOISE,ID o j E E \I Keynotes: o-� www.pivotnarthI m 0 ' Trench Drain Enlargement 0 20' 40' 1 SHEPOSED STORM WATER EET C401&C5.01 FOR MORENFOION RMATION FACILITY OR STRUCTURE,REFER TO STAMP: o4� 1pwNAL J/ 4 x Horizontal Scale: 1^=20' 2. INSTALL 6-FT CHAIN LINK FENCE AND GATES WHERE APPLICABLE,EXTENTS 13 7 Jll ,,y o AND GATE LOCATIONS SHALL BE CONFIRMED WITH OWNER PRIOR TO INSTALLATION. �' a 3. INSTALL CURB TERMINUS PER ISPWC SD-707. CCR OV/14/20 4. PROVIDE NEAT SAW CUT LINE OF ASPHALT AND/OR CONCRETE. �31, � � o o no 0 0_ o o a o 9�� . 5. INSTALL MANUAL GATE,REFER TO SPECIFICATION SECTION 32 31 13. CREEK/SURFACE WATER 5.1. 5-FT MAN GATE �� 5.2. (2)8-FT DUAL MANUAL SWING GATE 5.3. (2)14-FT DUAL MANUAL SWING GATE 5.4. (2)16-FT DUAL MANUAL SWING GATE yE 6. SCREENED TRASH ENCLOSURE REFER TO ARCHITECTURAL&STRUCTURAL FOR ADDITIONAL INFORMATION 6' 6' EG N 4OpM�, yp \ 7. WHITE PAVEMENT MARKING PER SPECIFICATION SECTION 321313. Z - F o \ q�G APPROX.TOP OF CLIFF w 0= 199' B. INSTALL 30-IN x 30-IN STOP SIGN(R7-1)PER ISPWC SD-1130. W Z 0 - G 9. REINSTALL CHEVRON SYMBOL SIGN,SIMILAR TO ISPWC SO-1130. w CM III - FUTURE CONCRETE \\ • D -�PAD FOR FIRE PROPS lJ ,/ 2 \ qpG 10. INSTALL STEEL BOLLARD PER DETAIL 9/C2.50. y� o o o LL STEEL BOLLARD L.L. REFER TO DETAIL E2/A1.91. 761 \�� c��` y`O q0 1l1 - lbzd° G 12. INSTALL 12'x 24 PRECAST CONCRETE SPLASH BLOCK.COORDINATE Q Q �� C4 a 4 LOCATION WITH ARCHITECTURAL DOWNSPOUT. z- FUTURE CLASS ` b m Z - �� , w RESIDENTIAL BURN BUILDING - � J 11 4' 24.3 1 I 9 c 6 �� 13. ACCESSIBLE PARKING.REFER TO DETAIL 10/02.50 FOR ADDITIONAL � Q INFORMATION. - - - .. 10 FUTURE ASPHALT eo "I 6. \\ 14. GRAVEL MAINTENANCE ACCESS SPUR.INSTALL 8"DEPTH OF BASE COURSE ON w w 26' w Q 80.3 PAVEMENTI 5 2 � � \\ � PREPARED SUBGRADE.REFER TO SPECIFICATION SECTION 3120 00 FOR N J OrLL � REIIIIIIIIIIIIIIII E ADDITIONAL INFORMATION. - COMMERCIALTOWERPAD \ 0 J _ (D -m R250 9(y \ \ Q z >m hB oII �� I , , A m � _ \\ I III Material & Line Legend: < w a .. EXTRACTION PROPS/HAZMAT PAD Iof 11� m I R23 A/ \ \ 7 4 � 2! mREHAB SHE of a 2 f 10, 1 / \ \\ HEAVY DUTY ASPHALT PAVEMENT PER DETAIL 1/C2.50. 0 Q U LL (BOLD HATCH IS PROPOSED WITH SUPPORT BUILDING) FUTURECONCRETE \ �(J N \ \ \\ w . �( PAD FOR FIRE PROPS \ o ° LIGHT DUN ASPHALT PAVEMENT PER DETAIL 2/C2.50. I Py,675' Revisions:Q I GRAVEL ROAD PER DETAIL 3/C2.50. 9�a 33.4' 21.5' 15.9' Q'h "' \ \ \\ (BOLD HATCH IS PROPOSED WITH SUPPORT BUILDING) Q REVISION 1 1221Y2021 3' eA / o \ / \ \ \ 0 (1YPJ ❑ - v q 74 8 - e. 1 s CITY COMMENTS 01I04I2022 14' 3 - Dry 7, ,- o o / ��0 / �\ \ HEAVY DUTY CONCRETE PER DETAIL 4/C2.50. Il a` �'l�/iT ° 1 \ \\ Q FIR OS/02/2022 T 9 y n 10 I 6 2 o a w Q� ,➢2 92 �j g2Qq?9j B / TOP-BERM I�\ \ \ 9 \\\ CRC ` \ 3' 11 TYP OIF 2' L 11 TYP OFJ yc- / L _ _' 'r,,,, \\\ \\ U PR-02 09123@022 LIGHT DUTY CONCRETE PER CITY OF TWIN FALLS \ STANDARD DRAWING TFSD-709,REFER TO PLAN FOR I \) I 10 TYP OF 3 1� / �� i2 \ _ �\ \� DIMENSIONS. A ASI-001 03/17/2023 I4' co 4' - / o B' e ASI.002 04/14/2023 . lsi o I I TRAINING SUPPORT BLDG g J�19, \ '�9 STRUCTURAL CONCRETE SECTION,REFER R N z " W/FUTURE ADD-DNS 1 - `g7 y STRUCTURAL PLANS FOR ADDITIONAL INFORMATION. Dc� 9.w .. 503; 3a.1'� I „� 0 0 Q0`' �737\53' s 0 Project No: 120104 I TYPOF4 11 .- rl��f- j O� ,h a�� o o -��- -� Q \ INSTALL 8-IN DEPTH OF D 0.33,ANGULAR RIPRAP U . ;I i - 2 � X` - _ _ _ sc= Date: 02.04.2022 5 c - _ _ ABOVE DRAINAGE GEOTEXTILE. 12 11' 22 7 32 2 J qZS o 0 2 N86°5205"W 418.07' _ `` Checked B y: CD EGBS 38.1' N I 9N GRAVEL MAINTENANCE ACCESS SPUR.INSTALL 8"DEPTH .'- OF BASE COURSE ON PREPARED SUBGRADE.REFER TO C Drawn By: CRIJL 9 Q' SPEC.SECTION 31 20 00 FOR ADDITIONAL INFORMATION. G 7 II A 3, II 9 6 J u 13 92 Sheet Name: 5.4 �" 1 179'^'- CURB&CATCH PLATE GUTTER PER DETAIL 7/C2.50. 9� H 9 40 4' 55 r �Q _ 5.1 5.3 Qua 1055'ro CURB&REVERSE PLATE GUTTER PER DETAIL 6/C2.50. J Site La y0 U MaterialsLNnArea o _ 1764' 6-FT CHAIN LINK FENCE PER SPECIFICATION SECTION 32 3113. Q F1/A a _ z GATE,REFER TO KEYNOTES AND SPECIFICATION SECTION i EP f �w < 1 ° EP EP I 32 31 13. J EP Ep EP EP EP EP EP Lu E G 3 I MATCH LINE-SEE C2.02 `,� `n x Sheet No: � FUTURE ADMIN& l e x J RECEPTION BLDG wl 3' �, I - 6, i `3 A R53' CITY APPROVED PLANS 71-I-1-T7�-I 1-T� x Reviewed for Code Compliance C2.0 1 1 Site Layout & Materials Plan - Area A D ao' so' PLANS MUST JOB SITE FOR ALL INSS PEECC TIONS Horizontal Scale: 1'=40, L 5 BUILDING OR HEAVY DUTY SEALED ISOLATION JOINT,SEE DETAIL 8/C2.50.REFER TO _ STRUCTURE STRUCTURAL FOR ADDITIONAL REQUIREMENTS AT EDGE OF SLAB. REFER TO NOTE 3 BASE COURSE PER SPECIFICATION SECTION 3120 00. pivot MAINTAIN FULL THICKNESS AT ISOLATION JOINT.(TYP.) CONCRETE PAVEMENT WITH FIBER REINFORCEMENT SEALED CONTRACTION JOINT.REFER TO ITD STANDARD ASPHALT PAVING PER ASPHALT PAVING PER DRAWING 409-1,SHEET 3 OF 3.SEE SHEET C2.52. SPECIFICATION SECTION SPECIFICATION SECTION HEAVY DUTY SEALED ISOLATION O M� 321216. 321216 BASE COURSE PER SPECIFICATION JOINT,SEE DETAIL 8/C2.50. fth BASE COURSE PER SPECIFICATION _ BASE COURSE PER SPECIFICATION I- SECTION 3120 00. C T U R I_ o SECTION 312000. o SECTION 31 20 00. $_ SUBBASE COURSE PER SUBBASE COURSE PER SUBBASE COURSE PER SPECIFICATION SECTION 3120 00. SPECIFICATION SECTION 3120 00. SPECIFICATION SECTION 3120 00. - PIVOT NORTH ARCHITECTURE,Pl 1101 W.GROVE STREET BOISE,ID 83702 PREPARED SUBBASE AS SPECIFIED IN /�\\\\/�/ PREPARED SUBBASE AS SPECIFIED IN /�\\\\/ O 4 4 0 a www.pivotnorthdesign.com . SPECIFICATION SECTION 3120 00. \ SPECIFICATION SECTION 3120 00. � 3120 PREPARED SUBBASE AS SPECIFIED / \�� - ' . /�// STAMP:SUBBASE COURSE PER SPECIFICATION SECTION 31 20 00. // IN SPECIFICATION SECTION 3120 00. NOTES: PREPARED SUBGRADE PER SPECIFICATION SECTION 3120 00 /��✓��/ 1. REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL INFORMATION. 13437 2. JOINTS SHALL BE SPACED EVENLY THROUGHOUT THE PAVEMENT AS SHOWN ON DRAWINGS.CONTRACTOR SHALL PROVIDE JOINT LAYOUT AND POUR SEQUENCE LAYOUT PLAN FOR REVIEW AND APPROVAL. `P�qT f OF��pTO 3. 18"LONG z'DIA.EPDXY-COATED PLAIN BAR DOWEL,EMBEDDED 9"INTO STEM WALUFLOOR SLAB AT 12"O.C.AT ALL DOORS& EPIC OR GARAGE BAYS.DRILL STEM WALUFLOOR SLAB FOR TIGHT FIT.LUBRICATE OR COAT DOWEL.TWO-PART EPDXY RESIN PROHIBITED. 01/19/1023 4. INSTALL HEAVY DUTY ISOLATION JOINTS AT ALL CONSTRUCTION JOINTS AND POUR TERMINUS LOCATIONS ASSOCIATED WITH POUR SEQUENCE. Heavy Duty Asphalt Section �,�� Light Duty Asphalt Section 3 Gravel Road Section �� Heavy Duty Concrete Flatwork RICEfeYgusmILLER B Scale.NTS L Scale:NTS Scale.NTS Scale.NTS a INCH TOOLED RADIUS WHEN NOT SAW CUT ' TOOLED AND/OR SAW CUT JOINT 1/3 DEPTH OF SLAB MINIMUM. z ' • 1/4"' • w CONCRETE FLATWORK HOLD JOINT FILLER I-INCH BELOW C 4:1 rye Z Q TOP OF BERM 2' SURFACE OF CONCRETE-NO SEALANT C xa� SLOPE FINISHED SURFACE 4:, 2' v 6" 1'-6" 1"BATTER pER PLANS CONCRETE FLATWORK � W c.7 6" 1'-6' CONTRACTION JOINT FINISHED SURFACE PER PLANS ,S R1/2" n z R7/2" R7' s L.L N+ R3 1 2 SIDE SLOPE 4:1, -/ 1/2" UNLESS NOTED = // -a /\/ JOINT FILLER NO REMOVABLE PERVIOUS AREA-WIDTH PER PLAN OTHERWISE \\�\ 1"BATTER \\�/ R,/2 '. _ . PLASTIC JOINT CAP Q Q tq 1 ti LU BASIN BOTTOM COMPLETELY LEVEL N '- R,/z" � NON-SEALED ISOLATION JOINT ITIE9 n-I1 I it \\\/\' / y LL (� U I1=I II=1I I STRUCTURE JOINT SEALANT N LLB \� -_-� -_ �_ _ --i \ �� \ i\i\\\ \i/\i\\ �LL rr11 �� \\ / \///\\ \\ \\�\ \� OR OBJECT FLATWORK CONCRETE FLAT JOINT SEALANT&FIBER BOARD. Z w REFER TO I STANDARD CO BASE COURSE PER JOINT FILLER WITH REMOVABLE DRAWING 409-1,SHEET 3 OF 3. U LL W FILTER SAND PER SPECIFICATION SPECIFICATION 31 20 00 COMPACTED SUBGRADE PER PLASTIC JOINT CAP SEE SHEET C2.51. z SECTION 31 20 00 BASE COURSE PER COMPACTED SUBGRADE PER SPECIFICATION 31 20 00 Z CD U SPECIFICATION 31 20 00 SPECIFICATION 31 20 00 \1/2" N O^ if v LL �12-IN(MIN.)FROM CONCRETE FLATWORK �l BOTTOM OF BASIN,DEPTH PER PLAN. MATCHSUBBASECOURSE UBBASER EC COURSE OF ADJACENT 00. SEALED ISOLATION JOINT ~ L o? \tE TO NATIVE BASALT SUBBASE COURSE PER SPECIFICATION 31 J 00. MATCH DEPTH OF SUBBASE COURSE OF ADJACENT SEASONAL HIGH GROUNDWATER AT MATCH DEPTH OF SUBBASE COURSE OF ADJACENT PAVEMENT. e.. L.L.I 1 3 AND BACKFILL WITH GRANULAR PAVEMENT. g' C 12-IN(MIN.)FROM BOTTOM OF BASIN, STRUCTURAL FILL PER NOTES: NOTES: <a a< C DEPTH PER PLAN. SPECIFICATION SECTION 3120 00 1. REFER TO SPECIFICATION SECTION 32 13 13, 1. REFER TO SPECIFICATION SECTION 32 13 13. Revisions:Q 2. SCORE JOINTS AT 1&O.C. 2. SCORE JOINTS AT 1G O.C. 48"MIN.OR X �{F U OPT Infiltration Swale Curb&Reverse Plate Gutter Curb&Catch Plate Gutter PANEL NGTH \1/2"y REVISION 2212021 LO 0 5 Scale:NTS Scale:NTS 7 Scale:NTS NOTES: HEAVY DUTY SEALED ISOLATION JOINT z CITY COMMENTS 01/04/2022 1. REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL INFORMATION. BUILDING MOUNTED ACCESSIBLE 2. SEE MATERIALS AND LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. O PR-01 05/02,2022 PARKING SIGN.COORDINATE WITH 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL 4"0 STEEL POST FILLED WITH ARCHITECT FOR MOUNTING MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. U + PR-02 09/23/2022 CONCRETE.COORDINATE COLOR LOCATION AND REQUIREMENTS. 4. USE HEAVY DUN SEALED ISOLATION JOINTS AT ALL CONSTRUCTION JOINTS AND/OR FINISH WITH ARCHITECT. AND POUR TERMINUS LOCATIONS ASSOCIATED WITH POUR SEQUENCE. 5. PROVIDE ISOLATION JOINT AT ALL ELECTRICAL FIXTURE BASES AND UTILITY ASI-001 01/19/2023 STRUCTURES UNLESS NOTED OTHERWISE. 8 Concrete Control Joints N D FINISH GRADE,REFER TO MATERIAL Scale:NTS O Project No: 120104 PLAN FOR ADDITIONAL INFORMATION. 5' 9' U Date: 02.04.2022 ' Checked By: ECIBS \'/ / .a •`•/\�\\ av INSTALL PRECAST CONCRETE Drawn By: ClPARKING BUMPER.PREDRILL AND SECURE TO PAVEMENT SURFACE N WITH 24"LONG#4 REBAR. Sheet Name: LU 15"0 c T-0" a- TYPICAL CONCRETE °' 4"WHITE STRIPE(TYP.)ENCASEMENT } Site Details J NOTES: z 1. (2)BOLLARDS LOCATED AT FIRE HYDRANT: 15" . O 1.1. SPACED 5.5-FT O.C.FROM HYDRANT 1 2. (3)BOLLARDS LOCATED AT GAS METER SHALL: I t z 2.1. NOT BE SPACED MORE THAN 4-FT O.C. Q INTERNATIONAL SYMBOL OF ACCESS PAINTED ON Q 2.2. NOT BE LOCATED LESS THAN 3-FT FROM GAS METER,MEASURED FROM OUTSIDE OF BOLLARD. PAVING.SYMBOL AND BORDER SHALL BE WHITE,INSIDE 3. (2)BOLLARDS LOCATED AT TRANSFORMER SHALL: �� W BORDER SHALL BE BLUE,AND AISLES SHALL BE WHITE J 3.1. BE LOCATED 12"BEYOND PAD CORNERS 9 45'ANGLE AS TO NOT IMPEDE 1 0-FT CLEARANCE AT CITY APPROVED PLANS FACE/OPENING.COORDINATE FINAL LOCATION AND ADDITIONAL REQUIREMENTS WITH IDAHO POWER. NOTES: 1. PAVEMENT MARKINGS PER SPECIFICATION 32 12 16&32 13 13. L.L•I Reviewed for Code Compliance E 9 Steel Site Bollard 1 O Accessible Parking Layout PLANS MUST BE ON JOB SITE Ln Scale:NTS scale:NTS Sheet No: FOR ALL INSPECTIONS C2.50 I . . . . . . . . . . . . . . . . . . . . . . . 1 1 2 L 3 4 5 NOT FOR USE UNLESS SEALANT: - SPECIFICALLY CALLED "•i " �A %ie" FOR IN PROJECT PLANS. a ie 3/e' TQRD 704.02) • +III HOT POUR SEALANT (SUBSECTION 4. ) SAWCUT704.03) 3 HOT POUR SEALANT 3 ANY PAVEMENT ADHERING TO THE FLUSH WITH SURFACE '�O (SUBSECTION /< - /e"TYP. /4"- /e"TYP. (SUBSECTI N 704.03) CONCRETE FACE AFTER SAWING � T SHALL BE REMOVED APPROVED SILICONE f CONC.FACE SEALANT 1/ TO a/e" °MIN.T/3 ° ° ° M1a.T/j a • MIN.T/3o 'BACKER °+ BELOW SURFACE ° a�Q° ° north , e . e A -TU RL ° 0 THE BACKER ROD MUST BE ' COMPATIBLE WITH THE SEALANT a CONCRETE°`ASPNA[T` a e a AND SLIGHTLY OVERSIZED TO REs1S1SEALINGE OPERATION PIVOT NORTH ARCHITECTURE,PLLC. SINGLE CUT SINGLE CUT WIDENED CUT 1101 W.GROVE STREET (NO SEALANT) (FIELD-INSTALLED SEALANT) (FIELD-INSTALLED SEALANT) CONCRETE TO ASPHALT BOISE,ID 83702 www.pivotnorthdesign.com F 1/2 TO 1 IN. HOT POUR SEALANT} �3/9 (SUBSECTI IN704.03)a'°�I� -a/a TYP ��"-3/e"TYP - TOOLED SURFACE REQUIRED I� 3/e" STAMP: oNAL , EXCEPT FOR SELF LEVELING /q"TO%" PREFORMED COMPRESSION TYPE SEALANT SEAL(SUBSECTION 704.04) HOT POUR SEALANT .BACKER ° c ° (SUBSECTION.704.Q31 �1/2,TO d IN. 13437 a ROD ° a a BOND— fl a ° a iBREAKER OR APPROVED SILICONE T BACKER R09 ' T — ° ° SEALANT (SUBSECTION 704.05) °\ ° OF T" THE BACKER ROD MUST BE �v` COR TIE e FIBERBOARD a ° COMPATIBLE WITH THE BAR ° ° ° OR OTHER ° °. SEALANT AND SLIGHTLY 04/24/2023 COMPRESSIBLE A" OVERSIZED TO RESIST °A ° MATERIAL ° ° a s a MOVEMENT DURING SEALING a A ' y (SUBSECTION a OPERATION o ° B ° ° . ° ° . ER usmILLER (FIELD Yg SEALED CONSTRUCTION JOINT ISOLATION JOINT a/ELD- RICfe INSTALLED SEALANT) (FIELD-INSTALLED SEALANT) SILICONE SEALANT _ (W) COMPRESSION SEAL NOTES: IDTH 1.FOR HOT-POURED SEALANT,SHAPE FACTOR D/W -1(TYPICAL,ONLY IF CROSS-SECTIONS: co) BACKER ROD USED) SEALANT ° 7 2. FOR SILICONE SEALANT,D/W -0.5 (TYPICAL) DEPTH °° €ALANT Z �_ 3. FOR TWO-COMPONENT COLD-POURED SEALANT,D/W -0.5 (TYPICAL) BACKER ROD UJJ ° ° °•° THICKNESS OF PCC) LL' 0 4.FOR PREFORMED COMPRESSION SEAL,W IS SIZED FOR SLAB& CLIMATE ICKNESS 5 5. SUBSECTION REFERENCES ARE ITD STANDARD SPECIFICATIONS FOR HIGHWAY w CM CONSTRUCTION. < ��`'� W SEALANTS AND PREFORMED SEALS SHALL BE APPLIED IN ACCORDANCE ° ` a ° ` a ° 1 WITH THE MANUFACTURER'S REQUIREMENTS. SUB-NOTES a a Q 7. SAW CUT TO CONTROL SLAB CRACKING SHALL BE T/3 DEEP."T"EQUALS �e DIMENSIONING REFERS TO SEALANT ° J RESERVOIR ONLY. DEPTH OF SEALANT 9 ONAL N DESIGN THICKNESS OF CONC.PAVEMENT, SHAPE FACTOR- WIDTH 51 F LLI /�`, - SEALANT SHAPE FACTOR STEq�c'/'!� C) z > /��`��. 33i�°wesio<oie aQ' T cytiy` tcA . LLJ REVISIONS SCALES SHOWN IID,e HO �oeH STANDARD DRAWING English 9�'4��F I� 0 J NO. DATE BY NO. DATE BY NO. DATE BY ARE FOR 11"X 17" n ORIGINAL SIGNED BY�LOREN THOMAS 1 04-84 GB 6 01-91 GB 11 09-08 JRV PRINTS ONLY TRANSPORTATION s STANDARD DRAWING N0. 9 g / 1 2 01-85 GB / 12-92 AS 12 10-10 PLR HIGHWAYS PROGRAM OVERSIGHT ENGINEER PORTLAND CEMENT Sp s'^ti�e LL ( V CADO FILE NAME: II�E]P.AI$TMENT °m 409-1 99 '7 LLI Q 3 08-85 GB 8 04-93 MS. 13 05-11 RSC 409-1-0513.d n ORIGINAL SIGNED By TOM COLE CONCRETE PAVEMENT /0 �Q oP1c�� LU 4 08-86 GB 9 01-97 AS 14 04-13 RDL DRAWING DATE: CHIEF ENGINEER HgEL J `'P N (/1 L,L 5 11-89 GB l0 11-01 MSM APRIL,1984 BOISE IDAHO REQUIRES SHEETS I OF 3&2 OF 3 SHEET 3 DF 3 Q J Q Q _ m m co 4--+ Q = z Q C LL LEI — - o V) zmz �a _ O� 1'-10" 2'-10" O > j Z Detail Notes: Z L 1. REINFORCED PRECAST 4' x 4' (INTERNAL DIMENSION) STRUCTURE WITH 6' LU 3 COVER ANCHOR POINTS.REFER WALUFLOOR THICKNESS SIMILAR TO ISPWC SD-619. 9. TO DETAIL NOTE 3.(TYP OF 4) HEAVY-DUTY HINGES WELDED 2. INSTALL PLASTIC COATED STEPS PER ISPWC SD-509.INSTALL AT 16"FROM FLOOR Revisions:IL TO FLAT BAR.(TYP OF 2) AND 26"FROM FLOOR,(2)TOTAL. U 3. INSTALL 5-LBS/SF EXPANDED STEEL COVER WITH 2"x 1/8"FLAT BAR STEEL 0 REVISION 12/21/2021 HEAVY-DUN LOCKING CLASP AROUND PERIMETER AND OVER SEAMS.SECURE COVER TO BOX WITH 3/4"SST Q ANCHOR BOLTS WITH 4-IN EMBEDMENT.PROVIDE SST WASHER AND REMOVABLE CITY COMMENTS 01/04/2022 EXPANDED METAL COVERS WITH NUTS. z COVER DOOR FLAT BARS.REFER TO DETAIL NOTE 3. 4. ALL PIPE TO STRUCTURE CONNECTIONS SHALL BE GROUTED WATER TIGHT. 0 PR-01 OS/02/2022 P ^ PR-02 09/23/2022 LAN VIEW-LID U ASI-001 03/17/2023 5' Nz ASI.002 04/14/2023 . D STEPS PER DETAIL NOTE 2 z 0 Project No: 120104 12"DIA.OVERFLOW TEE STAND PIPE U Data: 02.04.2022 — � Checked By: EC/BS Drawn By: CRIJL 12'DIA.CAP 3"DIA.ORIFICE HOLE � Sheet Name W PLAN VIEW ORIFICE VIEW } Site Details J TOP OFSTRUCTURE z —————————— 0 EL.=3709.T 12"DIA.OVERFLOW TEE STAND PIPE& 1"SST BANDING SUPPORT ANCHORED TO STRUCTURE z HIGH WATER EL.=3709.25 WALL WITH a'0 SST BOLTS EMBEDDED 1z' J CL h BOTTOM OF BASIN&12"DIA. IE IN EL.=3707.Do LJJ E 12 CAP WITH 3"DIA.DRILLED ORIFICE SST ADJUSTABLE PIPE SUPPORT 12"IE OUT EL.=11,7.00 ANCHORED INTO STRUCTURE FLOOR PER N MANUFACTURES RECOMMENDATIONS Sheet N 0: STC EL.RU=TURE SUMP 3705.75 PROFILE VIEW CITY APPROVED PLANS C2.52 1 Basin D -Outlet Control Structure Reviewed for Code Compliance scale NTs PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS L J L Ag . . . . . . . . . . . . . 1 . . . . . . . . . . . . . I . . . . . . . . . . . . . 2. . . . . . . . . . . . . . . . . . . . 3 4 5 SDMH01 Sheet Notes: 4 1T I LSGT 1.0 -EG-48-IN MH PER ISPWC SD-611 EG EG : 1000-GAL.S&G TRAP RIM:3720.47± 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.00. �I GENERAL SHEET FLOW CONVEYANCE EP BRIM:3720.38± SUMP:3715.46 _ DIRECTION FOR 100-YR DESIGN [:EE:N:3715.84,6-IN PVC(S) IE IN:3716.46 6-IN PVC(E) 2. SPOT ELEVATIONS INDICATE FINISH GRADE OF TOP OR BOTTOM OF DRAINAGE � '�OSTORM,TOWARD ROCK CREEK ^ \ N:3715.84,8-IN PVC(E) IE IN:3716.46,6-IN PVC W) SWALE,OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: 7.70 37pq\ IE OUT:3715.50,8-IN PVC(W) IE OUT:3716.46,8-IN PVC(W) EG-EDGE OF GRAVEL e 37063705 /r ` \ 94-LF OF 8-IN PVC AT 6.14% 88-LF OF 8-IN PVC AT 0.70% FF-FINISH FLOOR T�4 [ 30-LF OF 6-IN PVC AT 0.50% FG-FINISH GRADE 3707 / I Ib FL-FLOW LINEnorth 7.703706 -8S 8"SD 8"SD 6 I I HIGH IE:3720.09 n CAP WATER TIGHT7.70 5.70 - 7..7 A• / GB-GRADE BREAKA NT NO C 5.70 IE:3716.fi1 LIP-HP-FLtP OFGUTTER/'1 - 5IILOW IE:3719 / T U IZ I_EXIST.CELL TOWER/ELECTRICAL STRUCTURE -^_ 0, I I TC-TOP OF CONCRETE 2"E 287.55' 5.70 o-, 7 70 I I 1 I TCS-TOP OF CONCRETE AT STAIR COLUMN 5.70 PLS 865 - / 5.70 I I I = = 1 3. EXISTING CONTOURS ARE AT 5-FT INTERVALS, 5.70 5.70 / I III 0 1 I PROPOSED CONTOURS ARE AT 1-FT INTERVALS. PIVOT NORTH ARCHITECTURE,PLLC. HIGH IE:3719.87 1 _ 37063707 - _ - - I I LJ 1 ICI 50-LFOF6-IN PVC AT1.00% 1101 W.GROVE STREET 48-LF OF 6-IN PVC AT 2.00% BOISE,ID 83702 3708� - � I I 4. ADD 3700'TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION. 7.70 3709 7.70 770 � 3710 371�� I I I 0 www.pivotnarthdesign.cam �--�8 IE:3716.95 5. ALL CORRUGATED METAL PIPE(CMP)AND COUPLING BANDS SHALL BE GALVANIZED . � O � �f�3712 IE:3716.79 8 f/ `--� AND CONFORM TO AASHTO M36 AND AASHTO M21 S. > EG:3712.21 \ EG:3712.21 I I I ONAL FL:7.70 "� NIX 6. INSTALL BASINS PER DETAIL 5/C2.50. STAMP: 4JC C EG:3713.94 _-_-_\ \ 0 12.5t' I I LOW IE:3719.15 40 _-\\ \N�„ \ LOW IE:3719.58 NOTES: Keynotes: # 13437 EO EG:3707.96 o I HIGH IE:3720.15 W 1.SLOPES NOTED ARE SURFACE SLOPES. 3708 3715 / / EG:3712.90 o M I 2.REFER TO SHEET C5.01 FOR ADDITIONAL INFORMATION. 1. REFER TO SHEETS C5.01&C5.02 FOR ADDITIONAL INFORMATION ON CULVERT .P,q O ILL 3713 w \ INSTALLATION. TEOF 10� EG:3707.96 I 0 20' 40' CORD EG/GB:3708.50 "' EG:3708.08 / -D---� �� \ °' o , Trench Drain Enlargement 2. BASIN A: \� \ \ ANTICIPATED SEASONAL HIGH GROUNDWATER ELEV.=3716.00' oq/1Y/2023 FL:8.04 3 / EG:3716.44 \ 1Z' EG:3708.32 N \\ \ \ `ti yo Horizontal Scale: 1"=20' ANTICIPATED BASALT ELEV.=3717.51' 3709 8.04 6.54 / EG:3715.96 \'/\\\ c / \\EG:3713.64 3. BASIN B: ��///-//may/��(��7///�7`',��w �' 8.041�0 3111 \\ `.`` CREEK/SURFACE WATER ANTICIPATED SEASONAL HIGH GROUNDWATER ELEV.=3714.54' Ric V/gusmILLER B EG:3709.40 i 915 / 96q / - / \ 3.6% EG:3712.54 ANTICIPATED BASALT ELEV.=3712,34' a/ EG/GB:3709.95 \�� - 3j 9.08 91 118 /3714 E(%3714.12 \ EG.3712.10 4. BASIN C: ANTICIPATED SEASONAL HIGH GROUNDWATER ELEV.=3715.67' 7.89 G '61", I\ F \\ ANTICIPATED BASALT ELEV.=3710.6T 3714.50 7.72 \ 31 EG:3714.50 APPROX.TOP OF CLIFF 5. BASIN D: Z �7171210 \ p1 \ \\ GG ANTICIPATED SEASONAL HIGH GROUNDWATER ELEV.=3705.97' L1..1 Q= EG:37 SDMH 01 Cl EG/GB:3708.75 3jry a 1,3% f EG:3720.99 6.26 \\ \\ \ G\ ANTICIPATED BASALT ELEV.=3704.4T W Z O . I^ LIP:48-IN MH PER ISPWC SD-611 �-M GB:8.17 / '� TA:20.02 m 110 RIM:3720.47-- 7.72 7.93 EG/GB:3708.25 =Q�- / \\ q0G 6. BASIN E: L u co SUMP:3715.46 ANTICIPATED SEASONAL HIGH GROUNDWATER ELEV.=3704.01' LIP:20.� IE IN:3716.46,6-IN PVC(E) ;LIP:20.99 ��0' GB:8.17 \o �10y \\ \ \ EG:3718.27 °' 1 ANTICIPATED BASALT ELEV.=3703.32' / TC:19.27 IE IN:3716.46,6-IN PVC(S) RIM:20.47 /'`- R D 3, RIM:20.27 RIM:11E OUT:3716.46,8-IN PVC - OG LL M I o x 7. SEE ENLARGEMENT FOR TRENCH DRAIN RIM ELEVATIONS. LL TA\TC:20.34 \ I/ 20.26 18.85 \ `" `'1,� ��\ J \ TA\TC:20.36 TC:20.56 --F J �i I \ o,y RD w 1 S 3, a•g G 8. CONNECT BOTTOM OUTLET FROM TRENCH DRAIN TO STORM DRAIN MAIN LINE. if \ 4.0:1 / \ \ 4.5:1 DO R �l � TA\TC:20.42 TC:20.56 _- -- � 1 � � 3 \ INSTALL 45-DEG BEND OR WYE FITTING TO CONNECT 4-IN TRENCH DRAIN OUTLET o 11 \ COMMERCIAL TOWER PAD \ / 110 3, \SOS PIPE TO STORM DRAIN MAIN LINE.INSTALL PER MANUFACTURE'S Z 10 de TC:20.56 18.60 3 \ 07 L.L.I \ GENERAL SHEET FLOW CONVEYANCE - RECOMMENDATIONS AND PROJECT SPECIFICATIONS. � O J 3,73 \\� '.0 1 TC:20.56 1 _ TA\TC:20.34 \ \ A / s/ I EG 3709.35 ti' FUTURE CLASS"A" `co '`' 3�0 DIRECTION FOR 100-YR DESIGN \ 0 RESIDENTIAL BURN BUILDING $ ��M EG:3710.60 ? - 7 I ( 10.00 STORM,TOWARD ROCK CREEK �' 3,0 ��\ Grading Legend: w L.L CD U m m TA\TC:20.21 Tq/FC/GB:20.50 TA\TC:20.11 \ / " �.'7.5% 3 ��700� _ N In LJ..I L,L 3710.69 ,. ��1 GRADE BREAK -GB GB- Q J rc m 1/0 �.' \` \ .. Q V ; S \ FLOW LINE FL m }' z Q C 3j06 \ ------- V LL Lll > SS ,S1 \ ,^ 7.4:1 EG 3709.07 7.00 \ Q REHAB SHELTER JO \ 1 I 5 \ 3,0j`_ a. TOP/TOE OF SLOPE Z m z O 3T m EG:3717.80 m N 3jr 5.7:1 \ 3, 3705 _ �` N tJ LL 7S ? 03 \ TOP/BOTTOM OF DRAINAGE SWALE OR BASIN O Q EG:3718.05 1 10.4:1 9.00 \ \ ~ o Z rn EG:3715.11 11.25 9.00 0 14.90 g„W 8"W \ 12.75 15.75 3110 9 )Og\ 1,' PROPOSED PHASE 1 OR FUTURE BUILDING PAD.REFER 1 H EG:3715.50 TA/GB:17.74 Tq/GB:19.72 Sq 12.75 3,0 3 ,�. \ \ W i 14.90 1425 GB 10 3711 \3 �003,7p \ \ TO SPECIFICATION SECTION 312000 FOR EXCAVATION, ci 13.40 F F \ SUBGRADE PREP AND BACKFILL 3716 G' I SS G 12.73 N ?000 "'> ' 60 3112 �\ \ \ \\ BUILDING FOUNDATIONS AND SLABS.REQUIREMENTS AT EP P ?z\ B i� I 0' {,, 1 � �� 3713 \ ,0�\ \ � \ � Revisions:Q EG:3716.31 15.75 TA:17.35 i ._ASS G 14.23 �_ - 7iz U 14.23 TA:16.10 TA:16.64 TA:17.64 I TA:18.94 10% 3\ �" - 1 / ♦h\� -3710� \ O REVISION 12/21/2021 SS GB � 16.44 1 G B E 16.01 Tq/GB:20.00 Tq/GB:18.02 / //� CITY COMMENTS 01/04/2022 TA:16.89 16.00 I/ EG/GB:3713.50 1 \ / 14.51 EP-CEP � 'S1� Z PR-01 05/02/2022 o **REFER TO SHEET C4.10 FOR FINISH FLOOR ELEVATION AND GRADING OF 16 67 SS // - ,S1 HP:19 50 \ \ 0 PR-02 09/23/2022 ALL OTHER HARDSCAPE IMPROVEMENTS ASSOCIATED WITH TRAININGi SUPPORT BUILDING.AS-BUILT ASPHALT SURFACE ELEVATIONS DIFFER FROM �� M /, �' / `` 3719 g1N5 \ 10.26 \� ASI-001 03I17I2023 ORIGINAL DESIGN GRADING SHOWN ON THIS SHEETS.GRADING SHOWN ON 17.67 1 17.67 // �� 13.30 / 371g \ \ $THIS SHEET ILLUSTRATES MASS GRADING INTENT OF IMPROVEMENTS 16.50 2.4-% D \ 13717 c 3718 ,.,PREVIOUSLY CONSTRUCTED AND ARE FOR REFERENCE ONLY.** 4 Iz ASb002 04/14/2023 4EG:371fi.82 `-�'-SS // 11.30 13.30 1 371` S e 1 10.26 8.26 N FF N-- TRAINING SUPPORT BLDG 1767 15.00 n F, I 3715 Z D FYI N W/FUTURE ADD-ON 17.61 `�'17.67 16.50 371 ?S?'� 0 Project No: 120104 F I-] F_ 7 16.67 X 3714 02.D4.2022 TA:17.81 �G I U Date: 16.67 v 17.67 EG:3716.62 w- 3719 3, "S 0" I N86-52'05"W 418.07'- Checked B y: ECIBS ?0 17.67 FQ F6 EG:3716.14 I I I I I \ E Ep8'•W TA:18.26 I II 1 Drawn By: CRIJL Tq/GB:19.81 ��^, ® \ �I TA:18.18 E� TA:17.08 18.00 I \ I 17.92 TA:19.51 f Tq/GB:19.63 TA:19.21 TA:18.43 \ Sheet Name: EGA Tq/GB:19.11 TA/GB:18.70 15.75 18.00 L1..1 TA:19.51 �_ TA:19.16 r� EG:3719.11 371B 371�i .3716/ o` y \CB Tq/GB:19.04 �� -� 18.75 _ EG:3719.66 18.00 � I 3716� J Site Grading & 24°b � TA:19.12 15.75 � 3T17� \ I 18.00 z Drainage Plan - Area A 3719 _ D TWI L S 3716 11 CITY APPROVED PLANS 0 18.75 3718 088600000 18.00 / / / 3 TA:19.90 17.00� �� 17.00 RYA 1 18.00 ` / 1 I _3720 I /- - \ Reviewed for Code Compliance z 371E_ AREA-11.3 3719 I-/-}-� ,� I EP < 18.75 p EP EP EP PLANS MUST BE ON JOB SITE J o TA:20.32 �� m 3719 18.75 I /, I � � I EP EP EP EP ---- � g,? 18.25 18.75 3 .7.25 EP s.zg 1s.z5 37zD EP FOR ALL INSPECTIONS LJJ 8.75 I . S 1 aE - - 3720� I 3121 M TA/GB:22.50 37?? FUTURE ADMIN& o �, " 3727 I MATCH LINE-SEE C4.02 �� c/1 Sheet No: RECEPTION BLDG TA/G13 22.13 G 22.06 �3,?7 21.06 - - - 20.94 ` 22.06 - I I-1 I I 20.94 .4 ti EG:372220 3722 I 19.44 V TI t 13 C4.01 EG:3721.53 N} - �te Grading & Drainage Plan - Area A 4 B Horizontal Scale: 11=40, . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . PI . . . . . . . . . . . . . . . . . 2. . . 3. . . . . . . . . . . . 4 . . . . . 5 . . . . . . . / ASS Sheet Notes: h SO 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.00. • \ 2. SPOT ELEVATIONS INDICATE FINISH GRADE OF TOP OR BOTTOM OF DRAINAGE pivot SS SWALE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: \ R-EDGE OF GRAVEL SS FF-FINISH FLOOR FG-FINISH GRADE TA:16.66 i \SS\ GB-GRADE LINE n O f t h o, TC/Tq/MX:17.59± TA/MX:18.69± TA:16.66 TC/TA/MX:18.12+_ m SS HP-HIGH POINT LIP-LIP OF GUTTER --Ep EP EP EP SS TA-TOP OF ASPHALT - TA/GB/MX:19.72± RIM:19.50 TC-TOP OF CONCRETE EG EG EG EG EG F� TA:19.06 \ TCS-TOP OF CONCRETE AT STAIR COLUMN �` SS -G G G G G G G-`$" G H1W RIM:19.60 ` SS 3. ADD 3700'TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION. TC:18.12 TA:17 77 PIVOT NORTH ARCHITECTURE,PLLC. TNMx:1s.1o+_ s5 1101 W.GROVE STREET w 14.51 ° TC:17.88 W �` \ B ivotno D 83702 o 2l �� EP SEP EP EP EP EP Grading Legend: P 9 � � www. ivotnarthdesi n.cam 8.01 A o$ Sa SS 4s� 28- TA.1960 p �� EG EG EG S EG EG EG EG EG TC:17.99 L' 7 / \ GRADE BREAK -GB GB- STAMP: _sq�ONAL +,C TA\TC:19.82 Tq?C/GB:19.82 TA\TC:19.82 SS\ pq \', SS FLOW LINE R. TC:18.23 �FS FS FS FS _________ 13437 °J 4"SS 'SS \SS APPROXIMATE SAW CUT LIMITS l 'GP UGP UGP UGP UGP o m \ - - - - �qTf OF YO�O 4.01 19.84 TC:20.00 TC:20.00 SS TOPBOTTOM OF DRAINAGE SWALE OR BASIN �PIO OR ❑ - - - - \ PROPOSED PHASE 1 OR FUTURE BUILDING PAD.REFER 01/19/2023 SS\ TO SPECIFICATION SECTION 3120 00 FOR EXCAVATION, 2 9% SUBGRADE PREP AND BACKFILL REQUIREMENTS AT 19.60 FIRE RISER SS BUILDING FOUNDATIONS AND SLABS. B 0B RICEfeYgusmI LLER 9.50 ELEC. IT ROOM / \ c II I I ROOM HALLWAY ao w Iv o I / O I LU CD ADA RESTROOM I I LJJ C Q FF:3720.00 FUTURE BUILDOUT AD A RESTROOM APPARATUS BAY L1J J l` c4 I I SD uo 0a 109 FUTURE BUILDING z � !�•,,'r• EXPANSION � O 0 KITCHENETTE I I LU LL v < m I� 003 c/) cn L U U_ o J � (D OFFICE I m U LL L U z } II oz v zmzoQ �LL I I S10R LU F Revisions:Q i \_ 1 1668 Q 7� REVISION 1221YL021 19.50 CITY COMMENTS 01/04/2022 _- cC, env II o 12.71 - 19.50 TC:20.00 TC:20.00 \ / PR 01 OS/02/2022 m - - - - U ° PR-02 09/23/2022 I� 10"SD 10"SD 10"SD 10"SD 10"SD 10" 10"D 10"SD 10"SD 10"SD F6 TC/Tq/MX:19.85± TA\TC:19.85 / � � 0 ASI-001 01I19I2023 I ® 1 TC/Tq/MX:19.85± q EG �P'/EP 9 11 EG EP p � � B"W Z 1 \\ EG -EP O Project No: 120104 EG EP yI`a' O- TA.17.98 CITY APPROVED PLANS U Date: 02.04.2022 Reviewed for Cade Compliance L_ Checked By ECIBS Tq/MX.194�+_ Drawn By: CRIJL TA/MX:18.93± PLANS MUST BE ON JOB SITE c v c 1 W'N G ))b . 1 FOR ALL INSPECTIONSSheet Name TA:19.51 EP J Enlarged Grading Plan - I 1942 EG EP-Ep-EEG_EG z Training Support EG EP EP 0 � �EG EG-EG 5 z Building \\ _ EG-EG -EP- TA1926 /�G� ENTIRE SHEET J 6o FG EG EP EP� �JP_ UJ E --- t � `__- / Ln Sheet No: EP /f -EP- - -EP �ITS� - -EP _=EG C4.10 Enlarged Grading Plan - Training Support Building 20' Horizontal Scale: 1'=10, I . . . . . . . . . . . . . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P�� I 1 1 2 L 3 1 4 I 5 I Project Information: r^^ PROJECT DEVELOPMENT TYPE:COMMERICAL pivot —r EXISTING SITE ZONING:M-2;HEAVY MANUFACTURING DISTRICT O PROJECT SITE ZONING:UNCHANGED,M-2 WILL REMAIN PROJECT STREET FRONTAGES:VICTORY AVENUE&ROSE STREET north A / — I X - X -X EG EG EXIST.CELL TOWER/ELEC. STRUCT. 0 0 _ x �� PIVOT NORTH ARCHITECTURE,PLLC. 1101 W.GROVE STREET BOISE,ID 53702 www.pivotspivotnortrthdesign.com STAMP: \,,ss;toFpq , L FG EG EG EG HpG APPROX.TOP OF CLIFF -- E EG IA-1 95 n o \\ °' qOG �i fdADeC►p6�� III ` 111 \ /Y72/11111\\`X 01/19/2023 P I TOWER I I II I RIC er gusmILLER g ❑ ---- L------- W III � w-------------- I \ I \ E w _o� CM SEE SHEET L1.01 �wl / V \\ I— w co ggo o� 000 \\ Mlffliflii Dili TRAINING o 0 0 V 000ao / / W SUPPORT — • — / s — — � � a r o10�0� BLDG. M. I I I - - _ o �.�.�r� LU 1 cwn I l w a w 1 ED 0 1 Lal_ W U — � - -EP t- _____EP �1n 1 � ■ ___—EP EP I � Z m z O� Ep- cc 0 FUTURE ADMIN& 1 1 *i I W as RECEPTION BLDG J — m Revisions: i' U r X—X—X- X- x �' X O REVISION 12121/2021 QHEVS II Z ii4 CITY COMMENTS 01/04/2022 — . — . �� i O � PR-01 05/02/2022 i 'Ilk II� III I I U e0 PR-02 09/23/2022 1 FUTURE COLLEGE •I m I w EXISTING CLASSROOM BLDG COCA-COLA BUILDING ASI-001 01I19I2023 I .I. I11 I I II II 'I I X IXII HUMANE Zoning Requirements Title 10 1I I s I I1I.1 I1 I�II I.I I �ktI SOC°I TY iI l 1I O Project No: 120104 -Landscaping Required along U Date: 02.04.2022 Victory: 2 square feet per linear J E, ECIBS foot along roadway. Or— By: CRIJL © o 500 sq ft required west of Entrance I EP 1 This equals a minimum of 1 tree W Sheet Name and 5 shrubs planted in this area. - _- - `I nt -- I i- d } Landscape Plan - 200 Sq ft required East of Entrance `' SEE SHEET L1.00 =- - - _ - _ - J This equals a minium 1 tree 2 I of tl^ �— _ - ® - - — CITY APPROVED PLANS z Overall shrubs. ---- —— --- _--- VICTORY AVENUE — Reviewedfor Code Compliance O ® _ Additionally,1 tree required at I RW —X----X--X--- R/W R Z n� _x Rw PLANS MUST BE ON JOB SITE both ends of everyparking row. ;, X' RR—J Q �zo '�' ' ' FOR ALL INSPECTIONS J 1 , 1 w E 1 1 Sheet No: Ii 1 71 L0.00 Landscape Plan - Overall 4 ED Horizontal Scale: 1'=70' PIRg 1 l z L 3 I 4 I 5 Project Information: c I I I I I PROJECT DEVELOPMENT TYPE:COMMERICAL x EXISTING SITE ZONING:M-2;HEAVY MANUFACTURING DISTRICT m \ PROJECT SITE ZONING:FRONTAGES: VICTORY WILL AVENUE ROSE pivot PROJECT STREET FRONTAGES:VICTORY AVENUE d ROSE STREET u I I I I I Material Le-gend: n 0 f t h A ' I 80/20 KENTUCKY 7 iiiIIIFIFIFI I �I I I I �I \ BLUEGRASS/PERENNIAL i i i i i 3-IN DEPTH,SHREDDED /- ._T U R I_ \ RYEGRASS BLEND TURF h i l l BARK MULCH SOD iiiii II III _ _ I I 1E] 3-IN DEPTH,1-IN BLACKMONTANE MIX'"NATIVE BLEND SOD BY MAGIC AND TAN ROCK MULCH PIVOT NORTH ARCHITECTURE,PLLC. VALLEYTURFGRASS 1101 W.GROVE STREET \ I BOISE,ID 83702 \ I� www.pivotnorthiiesign.cam EG�Jv if� STAMP: \III11/I I \ II II �\ s -CIA-1 w9 /',r /1111• ,01/19/2023 I I \�• - ESQ �I \ EG � �I EP EP EP EP EP� RIC ey' 2�SIVI� W ILLER B �I �F / g EP I I lO��0 0 V O 0°0°I EP EP EP- 0 / c =a �I oo°o °o°o°o �P� o E� E�o� // / H w ��CM O O O O O O O O O O O O O , / / p[ �•�• IO OPO O O O O O O O O O O O O O O O� / O O O O O O O O O O O O O O O O Q 0 0 _o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 �I 0 '0' o 0 0 0 o °o°o°o°o°o°o°o°o°o° 9 / .// � w J 0 0*0 - o °0°0°0°0°0°0°0°0°0°02 II / .// / mloflopo° I 000000000000000 o -) j m / / . / o Q 000000 oRwooM L— —1 L— -J 000°000°000000(�QQS�C�O� �� // �� / pC 0 U O O O O O O O O 0 / / I 10fl0p0 O O O O O O I I / / W W ( Q oo0°Q° o, °o°o°o°O°o°o°� m / // �� c/1 N w ILL (D I I-IO(OpoO os'� 0000000000000 �� / // � J °c wm SD—SD— O 0 0` p�PORT �o� O O O O O O �I so �om sD�sD j /�� so so o CO U W W Z <o V 1 F ° TRAINING SUPPORT BLDG. Q 0 Q 0 Q 0 Q _ Q_ C °O°000 wE., 0000000°O°O°Oc�I �' v Z ry — _ O I ml ° ° I m o O O Q O�O� / I aOQ° °° ° ° ° 10hoo OOOO ° ° ° ° ° ° °O° ° W IVO0 0 b°o Q°Q° 0 Re visions:O O O N.O URETAIN AND PROTECT IXISTI I Q Q Q ° S°QiO C, ° ° � AND DRAINAGE WINDOW Q REVISION SION1 v>z3 1221I2021Q -°. ° QQQ — ° ° ° ° ° < QQQ ^ I p�0 0,0000000000°0 OQ°<°Q Q Q Q°0 0O / EP' CITY COMMENTS 01/04I2022 Q ..Q. O O O O O O O O O O O O O 0 ee Z (IE�PDO �DO EDO ® �D � °G —EG—DQQ ° Q EEPG�/EP E/G E EP/ Ohy°�000000QQQ0 / ep3- PR-01 05/OZ2022 O O O O O O O Q Q' O O O O O O O & Al PR-02 osna2o22O O O O O O O ° ° ° ° ° ° ° imQ —.0 O O O O O O O ASI-001 01I19I2023 fbTlot000.0.0.0.° °00 °Q° ° ° ° 0Q0 QQQQE( '0 °D O�Q 0 0 0 0 Project No: 120104 I I U Data: 02.04.20 J 22 / . --FP P EP 1 Checked By: EC/BS EP—EG—_EG�E Drawn By: CRIJL 1 � EP—EG—EG— — —_ n ( .� — — W Sheet Name: I I EG— � � � � � � Landscape Plan - J z Support Building \ 1 1 I CITY APPROVED PLANS 0 pp g — I Reviewed for Code Compliance w EP PLANS MUST BE ON JOB SITE z Q FOR ALL INSPECTIONS W 4 I I / w I_E I I/ I I, m l l l I 1 1 1 I I Sheet No: I 1 I I I 1 I L1 .01 Landscape Plan - Support Building 0 2 4 ENTIRE SHEET Horizontal Scale: 1'=20, PlRg - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6 NOTES-REFERENCE NOTES 0 �^ -- \ 1.16 PROPERTY LINE.RE:CIVIL DRAWINGS. � \\\\ 32.05 1.17 SETBACKNPOND CIVIL DRAWINGS. pivot ' 32.09 RETENTION PONDAREA-TYPICAL.RE:CIVILDRAWINGS. \\�\ 32.06 NEW FENCING AND GATES.RE:CIVIL DRAWINGS. I I ---__--- nort 1.16 A PIVOT NORTH ARCHITECTURE,PLLC. EXISTING CELL TOWER - - - 116 S.6TH STREET t �1 BOISE,ID 83702 www.pivotnorthdesign.com I STAMP FA PROFpS �a GRIr ��( A 94 N O D -- - GENERAL NOTES SITE PLAN 'rF OF ` c;__ 5 it 1. PRIOR TO START OF CONSTRUCTION,CONTRACTOR TO VERIFY POSITION AND \\ 32.06 �\\ 32.Ofi CONDITION OF ALL EXISTING BENCHMARKS. \\\ 2. EXISTING BENCHMARKS ARE NOT TO BE DISTURBED. 3. COORDINATE WITH CIVIL FOR GRADINGAND DMINAGE ELEVATIONS.0 4. ANY DISCREPANCIES IN ACTUAL FIELD CONDITIONS,IF AT ODDS WITH jL___ _________ _ ____ _______________,I 11 I INDICATIONS IN THESE DOCUMENTS,SHALL BE IMMEDIATELY BROUGHT TO (^I TDAINI f" 1 tl 11 I THE ATTENTION OF THE ARCHITECT OR CONSTRUCnON MANAGER. RIC eY' uAILLER I�MM l7 it II 1 5. FOR THE SOILS INVESTIGATION RE PORT OF THIS SITE,REFERENCE PART C- g 00 GEOTECHNICAL INFORMATION IN THE SPECIFICATIONS.COPIES OF THE SOILS i I i III IIII I INVESTIGATION REPORT ARE AVAILABLE FROM THE CONSTRUCTION MANAGER,THE GEOTECHNICAL ENGINEER,AND THE ARCHITECT. 6. ALL ROAD/UTILITY I M MOVEMENT WORK WHICH IS INTERRELATED WITH I I SIMILAR WORK ON ADJACENT PROPERTIES SHALL BE FULLY COORDINATED III BETWEEN CONTRACTORS.VERIFY WITH CONSTRUCTION MANAGER. I ❑ I I II I �� 7. FINAL POSITIONING OF ALL SITE FIRE UTILITIES SHALL BE SUBIECTTO THE B I I \ �1111 \\�— \� APPROVAL OF THE APPROPRIATE FIRE AUTHORITIES.CONTRACTORSHALL VERIFY. INCASE OF CONFLICT BETWEEN ARCHITECTURAL&CIVIL DRAWINGS,ASTO EXACT LOCATIONS/EXTENTOFCAST-IN-PLACE CONCRETE CURBS ONLY,VS CAST-IN-PLACE CURB/GUTTER,CIVIL DRAWINGS SHALL GOVERN. 9. IN CASE OF CONFLICT BETWEEN ARCHITECTURAL AND CIVIL DRAWINGS,AS TO ELEVATIONS OF FLOOROR ENTRY LEVEL,CIVILDRAWINGS SHALLGOVERN. 10 RE:CIVIL FOR ADDITIONAL SITE DETAILING AND SCOPE. LEGEND ® HEAVY DUTY ASPHALT PAVING.RE:CIVIL DRAWINGS. 4 / I /'� HEAVY DUTY CONCRETE.RE:CIVIL DRAWINGS. / / PROPOSED "� /%' / / / � _ _ GRAVEL ROAD.RE:CIVIL DRAWINGS. i � I �U .. �i TRAINING FACILITY �� BUILDING FOOTPRINT - J� I _ _ --- i i \ 3"-DEPTH,1"BLACKANDTAN ROCK MULCH RE:CIVILDRAWINGS. FENCING,RE:3233001N THE SPECIFICATIONS. I \ I E� C.I.P.CONCRETE CURB/GUTTER (COORDINATE WITH CIVIL DRAWINGS). } FIRE HYDRANT J PROPERTY LINE TJ LIGHT POLE Q Ln C O _ j1 i Ai.0 z m 00 =\1 ___________4 ______________________-__--___ z J 11 1 I I Q Ili l U/ II11111 I J � J w I U < } z O I -------------- II I II -------------- III I IIII ( lull I EXISTING I COCA-COLA D BUILDING m EXISTING cv O ZONING REQUIREMENTS TITLE 10 HUMANE N I li li II li SOCIETY n Setbacks: No zoning issues with building IIII ri Project No: 19-029 M Date: 0 311 7/2 0 2 3 placement as shown. I it I O Checked By: TBi Land use permitted per City Code 10-4-10. I -� - - I w Drawn By AM,MH Sheet Name: Maximum height allowed: 50 feet 1 O �- COMPOSITE SITE Trash Enclosure to be screened from adjacent - __ U PLAN private properties and public streets. N V A 1.17� I � � VICTORY AYE. O \ 1 1A U E I ��\ o O O Sheet No: N CITY APPROVED PLANS E3 SITE PLAN Reviewed for Code Compliance 1°=50'-0^ 0` PLANS MUST BE ON JOB SITE A1 .01 FOR ALL INSPECTIONS Pa 1 2 3 4 5 6 NOTES-REFERENCE NOTES 0 ;- \\ V C \ / EXISTING 1.06 TRASHENCLOSURE.COIL DAWINGITHSHEAINAGE L. COORDINATE WITHCIVILDRAWINGS FOR DRAINAGE CONNECTIONS pivot TRAINING ATGBADE. 1.16 PROPERTY LINE.RE:CIVIL DRAWINGS. TOWER 1.17 SETBACK LINE.RE:ED CIVIL ON S. I � 1.18 SIGNAGE PAINTED ON CONCRETE FIATWORKTO FACE STREET. COORDINATE WITH CIVIL DRAWINGS. nofth 01 1.19 PAINTED STRIPING.COORDINATE WITH CIVIL DRAWINGS. I � 5.01 FACE OF BOLLARDS TO ALIGN WTH OVERHEAD DOORJAMBS.PRIME AND PAINT P-3.RE:DETAIL E2/A1.91. V� 5.18 4"FI%ED STEELBOLIARD.RE:CIVILDRAWINGS.PRIMEAND PAINT P-3. 1.11 z2.02 GASMETER.COORDINATE WITH PLUMBING DRAWINGS. \ z3.03 CONDENSING UNIT.COORDINATEWITHMECHANICALDRAWINGS. PIVOT NORTH ARCHITECTURE,PLLC. RE 23.04 AIRCONDITIONING UNIT.COORDINATE WITH MECHANICAL 116 S.6TH STREET DRAWINGS. B ivotn th 837gn 32.04 FUFUREPARKINGSTRIPING www.pivotnorthdesign.com 32.05 RETENTION POND EA-TYPICAL. RE:CIVIL DRAWINGS. 32.06 NEW FENCING AND ES.RE:CIVIL DRAWINGS. 32.07 CONCRETE SPLASH 32.05 \�`\ \ 33.01 FIRE HYDRANT COORDINATEETH CI K.COORDINATE WITH CIVIL DRAWINGS. STAMP RO CIVIL DRAWINGS C / \- \ 33.02 STATE APPROVED DISABLED PARKING SIGN AND VAN ACCESSIBLE PLe I \ `\ SIGNAGE.REFLECTIVE ALUMINUM SHEET PLATE.APPLY SIGN TO BUILDING WITH SCREW FASTENER AND NEOPRENE WASHER.RE:CIVIL \REHAB GENIE :\ DRAWINGS. qTF OF I I GENERAL NOTES 5 6 1. SEEES,DI DIMENSIONS, PLAN FOR COMPOSITE SITE PLAN AND REFERENCE NOTES,DIMENSIONS,ETC.,NOT INDICATED ON THIS DRAWING. \ 2. ALL RADIUS AND LINEAR DIMENSIONS ARE TO FACE OF CURB,UNLESS INDICATED OTHERWISE. //�y��'�� y� I 33.01 3, COORDINATE WITH LANDSCAPE DRAWINGS FOR ALL LANDSCAPING. RIC V/gusmILLER LEGEND HEAVY DUTY ASPHALT PAVING.RE:CIVIL DRAWINGS. B \ HEAVY DUTY CONCRETE.RE:CIVIL DRAWINGS. i _J i --------- GRAVEL ROAD.RE:CIVIL DRAWINGS. _ BUILDING FOOTPRINT I I TH N M IV . I 3 DEP 1 BLACK ROCK MULCH RE.0 IL DRAWINGS FENCING RE:32 33 00 IN THE SPECIFICATIONS. E=E= C.I.P.CONCRETE CURB/GUTFER (COORDINATE WTH CIVIL DRAWINGS). FIRE HYDRANT / PROPERTY LINE I I i i i ' op�p 0 \^�I � ❑ � 1, F o /// /////' //' �v LIGHT POLE t-,LE,T,AC,4 I o°'o0opa0o03 o_.`aESI J I 'A191oo�� 23.04 .\ 000000000°0°0°0°0°0°00000000°0000000000000°0°00°0 32.05 /' ////' /// og000g�o�` 32.07 FIXED STEEL BOL1.16 LAR z02 o�w aI 1 y o�°° ° ° ° o / / u m 00 ttP131 �- -� L- -� ° °°°°°° o� o°°�o°e•oo oe o00 /' /� /' // Q Ln I I 32.04 °oo1�R�O°O oo°0000O S��d�q�tl4 oo°o oC oO�q°qA� pP RO � o ° '' 0oo°�0ppb�0o0°°°�quqtlo°o°0000o�00000o�0000 000t' �°-�I°o v_ m q-- v POSED mJ L RCH FFE=100'-0" oFUTURE BAYS�� o°o -: i if a g oho°o - < avaDATUM=3720'-0° °b S `I / ' ' ' �C z o�ogogo° oo RAINING FACILITY_ 9 _ °°ppatio°o H 3 00 00 ° o°o° 0000 o. 0 n o�doo. qq�qq ° d go-.7 J w I r ogo°o8000� o oo°oa000000ILL g°o°o°R° 000 �°J Z� o.qo q- h . - -] r_ -, O u 0 o110 4 o I I I° °° ° o v 0 3207° 33.02 0 osoaoaoaoaoaoao00000�00�00°°0°0°0°0° I oho° o�o oo� o oogoo - 1 CITY REVISIONS 02/27/2023 o°g0000�0000000o0o000000000000000000000000000000000 o�o°° �oOo�°°o32.OSoo I ' o�000g�000�oo I ogoo°o pod°oo°°°e4°o°0°o°0°0°0°0o0°0o0o0o0o0o0o0o0°0o0°0o0°0°0°0o0°00 11_Ds-D � I m �o o0 0 o° 000 00000000000000000000000000000°�°°°� -� o00°0% 000 _ I) r--q Project No: 19-029 __J I I m Date: 0 311 7/2 0 2 3 -- ----- ----- I O / I Checked By: TB/RC __-- - - - ---------_ W Drawn BY: AM/NTH / ---_ Sheet Name: --I P3206 ENLARGE D SITE PLAN E O O Sheet No: N E1 ENLARGED SITE PLAN A1.11 1/16"=V-0" /� CITY APPROVED PLANS A1 .11 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Pa - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6 NOTES-REFERENCE NOTES O 1,11 COORDINgTEWITHSTRU TH RUAALDRAWINGS.1.05 COORDINATE LEARANCE.COORDINATE DHELECTRIpivot ' 1.07 GENERATORCLEAAANCES.COORDINATE WITH ELECTRICAL +/41/4" DRAWINGS. 1.08 O.F.O.I.DUMPSTER 09 ING BIN th 7.03 7.05 5.15 OPING CAP WITH GROMMETED FASTENERS. 7.05 3.02 FILL BOUARDLWITH CONCRETE,ROUND TOP. n O f 3.03 CONCRETE FOOTING,SMOOTH FINISH,SLOPE TOPTO ENSURE POSITIVE DRAINAGE.COORDINATE WITH STRUCTURAL DRAWINGS. M 4- 3.05 SLOPE SLAB TO FRONT OF ENCLOSURE.COORDINATE WITH 7.09 5TRUCTUAALDRAWINGS. FLASHING AND TRIM 7.05 5.01 FACE OFBOLLARDS TO ALIGN WITH OVERHEAD DOORJAMBS.PRIME s.14 7.09 AND PRIM P-3.Re DETAIL E2/g1s1' PIVOT NORTH ARCHITECTURE,PLLC. 514 (BEYOND) 5.02 6"DIAMETER SCHEDULE 40,STEEL PIPE SET IN CONCRETE FOOTING. PRIME D PAINT P-3. 116 S.6TH STREET -FORMED METAL WALL PAN ELS 7.pg BOISE, D83702 5.14 3X3 HSS AN COLUMN.PAINT P-3.RE:STRUCTURAL DRAWINGS. 5 www.pivotnorthdesig n.com .15 2X2 HSS RAIL PAINT P-3 RE:STRUCTURALDRAWINGS. 5.16 2"X2"STEEL ANGLE EPDXY BOLTED AND ANCHORED TO PAVING AT A6 24"0 .C. STAMP PROFF fl--�T A1.91 5.18 4"FIXED STEEL BOLLARD.RE:CIVIL DRAWINGS.PRIME AND PAINT P-3. Verbs„rNI iFC � I 5.26 REINFORCEMENT. WITH(3)VERTICAL REBAR FOR CONCRETE A5 PARAPET END CAP DETAIL A6 PARAPET SECTION DETAIL REINFORCEMENT. A 94. I 7.01 SEALED ISOLATION JOINT j A1.91 3"=1'4' A1.91 3"=V-0" 7.03 CREATE COPING EURERSND CCAP WITH ETALFLASHING PER M N�gTF NS. OF 7.05 S FLASHINGANDTRW 7.04 COPING CAP ABOVE. N 7.05 PREFINISH ED COLOR TO MATCH EXTERIOR METAL PAN EL OF 5.14 PRE-ENGINEERED METAL BUILDING.24 GA.MINIMUM. 7.07 COPING CAP WITH GROMMETED FASTENERS. ' I 7.09 CONTINUOUS CLEAT FASTENED AT COLUMNS.24 GA.MINIMUM. ' 7.05 ORMED METAL WALL PANELS I 26.03 POWERTRANSFORMER.COVILDRORDI AWINGS.TE LECTRICALDRAWINGS. RI/�r/-/yU1/YV(/ll��ILLER 5.15 32.01 ASPHALT FLATWORK.RE:CNIL DRAWINGS. ■V=��✓///V!�'IJ�J�JV(/ll (BEYOND) 32.02 BASE COURSE.RE:CIVIL DRAWINGS. Z04 32.03 COMPACTED SUBGRADE.RE:CIVIL DRAWINGS. YP <5.01>FIXED STEEL BOLLARD--�\\ E4 AyDgl 4,P GENERAL NOTES A1.91 1. SEE SHEET A1,01 SITE PLAN FOR OVERALL SITE LAYOUT,REFERENCE NOTES, B B2 (� 3.05 P DIMENSIONS,ETC.,NOT INDICATED ON THE DRAWING. Al.91 2. METALWALL PANELTO MATCH PROFILE,GUAGE,AND COLOROF CHOSEN EXTERIOR METAL WALL PANEL ON PRE-ENGINEERED METAL BUILDING. ' COORDINATE WITH CONTRACTOR. 62 PLAN DETAIL @ METAL EDGE TRIM / 5.16 STEEL ANGf 3. PAINT ALL EXPOSED STEEL HSS TRASH ECLOSURE FRAME P-3.RE:FINISH A1.91 3 =1-0 FORMED METAL WALL PANE 7.05 ttP SCHEDULE. 5.14 D4 D4 5.16 STEELANGLE 5.15 E5 I ttP d A1.91 FORMED METAL WALL PANELS - - - ZOS LEVEL( 10" 12'4^ 1p^ 7.04 - J.'-0.. til ----- T TYP�� 5.15 -III eo A1.91 \\t\il FORMED METAL (BEYOND) -III- E4 7.05 FLASHING AND IRIM \ L A1.91 WALL PANELS 7.05 1.01 EQ EQ EQ IT-3" III a > 5.14 III- m Q Ln ILL C C2 PLAN DETAIL @METAL CORNER TRIM C4 TRASH ENCLOSURE SECTION DETAIL C5 ENLARGED FLOOR PLAN TRASH ENCLOSURE o A1.91 3"=V-0" A1.91 1"=1'-0" A1.91 1/4"=V-0" z 00 z vi LL COPING CAP 13' 3" Z WITH 13'3" 7.05 GROMMETED EQ EQ EQ (/') u.i FASTENERS. J � JQ w A191 5.14 A191 +-' a O TYP U ILL } OPING CAP GROMMETED FASTENERS. 7.05 ITYP) A1.91 z O 02 ^ U FORMED METALWALLPANELS 7.05 O > ryPl L O 514 - ttP 5.16 STEEL AN 5.15 ttP ttP-LEVEL '^ LEVEL 1 10a-0" S00-0 lI OFORMED METAL 7.05 WALL PANES ttP 5.15 ' III III - 1.01 D4 BUILDING SECTION TRASH ENCLOSURE-NORTHEAST D5 BUILDING ELEVATION-TRASH ENCLOSURE-SOUTHWEST A1.91 1/4"=1'-0" A1.91 1/4"=V-0" r � m I I ,/.10'-7" O 3.03 10'3" ryP 10'-3" COPING CAP EQ ' EQ i 7.01 WITH EQ Ct EQ Project No: 19.029 1.05 ttP 7.05 GROMMETED m Date: 0 311 7/2 0 2 3 LEVEL( FASTENERS. D4 D4 Q 32.01 5.14 A1.91 A1.91 Checked By: TB ryp Z05 FIASHINGAND TRIM COPING CAP WITH GROMMETED FASTENERS. 7.05 w Drawn By: AMIMH tt O 32.02 - C4 l Alv k-HIN1 METAL WALL PANELS 7.05 5.26 i O 7 Sheet Name: _ 3 I I ANDTRIM 7.05 O SITE DETAILS 32.03 , , L 1 _ YPAST-IN-PLACE CONCRETE. I LEVEL( - LEVE.0------- - 32.02 3.05 I STEEL ANGLE 3'-0" 5'-6" 3'-0" 1 6 7.05 FORMED METAL WALL PANELS 5.15 I I I I I I I1 ICI?'--(1 O MIN CLEAR MINCLEAR TYP STEEL ANGLE 5.16 U a1s1 1/4" V-0" A1.91 1"=1'-0" A1.91 1/4"=V-0" A1.91 1/4"=V-0 N TRASH ENCLOSURE NORTHWEST E E1 ENLARGED FLOOR PLAN-TRANSFORMER E2 6 EXTERIOR STEEL BOLLARD DETAIL E4 BUILDING SECTION TRASH ENCLOSURE-SOUTHEAST E5 BUILDING ELEVATIO CITY APPROVED PLANS Sheet No: Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS A1 .91 o " Pa r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - - - - 3- - - - - - - - - - - 4- - - - . . . . . . . . . . . . . 1 5 6 CR NOTES-REFERENCE NOTES O 1.10 COORDINATE WITH PLUMBING DRAWINGS,.06 SLOPET TRENC.APPARATUS BAY SLOPETO BE I/8"MIN.TO 1/4" pivot ' A3.10 MAX.TO TRENCH DRAINS. EI 5.01 FACE OF BOLLARDS TO ALIGN WITH OVERHEAD DOOR JAMBS.PRIME AND PAINT ' 5.02 6"DIAMETER SCHEDULE 40,STEEL PIPE SET IN CONCRETE FOOTING. nofth PRIME AND PAINT P-3. 5.18 4"FIXED STEEL BOLIARD.RE:CIVIL DRAWINGS,PRIME AND PAINT P-3, 5.21 PREFABRICATED METAL BUILDING STEEL STRUCTURE TO BE PROVIDED /- A E3 ADA E3 BY OTHERS.COORDINATE WITH ARCHITECT IFANY CHANGESOCCUR. !1 - 9.13 PROVIDE 5/8"GYPSUM WALL BOARD To 6"ABOVE CEILING AT A3.10 RESTROOM A3.10 X-EXTERIOR WALL TYPE IN HALLWAY 100. ' 105 � _ �� r1--� 105 /, 22.02 GAS METER.COORDINATE WITH PLUMBING DRAWINGS. / -+---�--- 22.03 FLOOR DRAIN.RE:PLUMBING DRAWINGS. ARCHITECTURE,PIVOT NORTH ' as SIM 3'4" 1 j 11 °4 \ = 116 S.6TH STREET 33.02 STATE APPROVED DISABLED PARKING SIGNANDVAN ACCESSIBLE �\ B ivotn th 837gn A8.91 02 CLEAR 1 L J I DI A851 D3 SIGNAGE.REFLECTIVE ALUMINUM SHEET PLATE.APPLY SIGN TO BUILDING WITH SCREW FASTENER AND NEOPRENE WASHER.RE:CIVIL www.pivotnorthdesign.com I-- DRAWINGS. -- --- \ 22.03 D6 / DOOR HANDLES,PULLS,LATCHES, _ \ P LOCKS,AND OTHER OPERATING STAMP S�PROF 0 DEVICES ON DOORS REQUIRED TO BE o`��pR�IrFcl�4� ACCESSIBLE SHALL NOT REQUIRE TIGHT �� - o GRASPING,PINCHING,OR TWISTING OF v AKf 9+SfF94 THE WRIST TO OPERATE.(IBC SECTION m o 1010.1.9.1) �qTF OF KaP� ANY DOOR WITH THUMB LOCK TO BE GENERAL NOTES-FLOOR PLANS s AD/ o READILY DISTINGUISHABLE AS BEING RESTROOM LOCKED OR PROVIDE A PANIC, 1. UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE TO THE FACE OF STUDS FOR _ PUSH-PAD,OR LEVER THAT GWB WALLS/PARTITIONS. ---- --- // 104 O DEACTIVATES LOCK IN A SINGLE 2. UNLESS NOTED OTHERWISE ALL GAB WALLS SHALL HAVE A4"STUD FRAME MOTION. RETURN AT ALL DOOR AND WINDOW JAMBS. r�///-//`��'��//�� \y��■� ---^r -- 3. FOR SIZES OR MARKEVISUAL BOARD SURFACE AND TACK BOARDS RE:SPECIFICATION SECTION Rl��y V/J�V(/ll��ILLER qlo- DIVISION IO-VISUAL DISPLAY SURFACES. ✓ lJ I ANY DOOR OTHER THAN MAIN EXIT As 3'-2" \ SIM _ DOOR TO HAVE DOOR HARDWARE THAT 4. RF.SHEET G2.O16 FOR REMEBUILDING OCCUPANCY PLANS AND FIRE RESISTIVE A9.91 CLEAR \D6 UNLOCKS LOCK IN A SINGLE MOTION. 5. SEE NENLA GEDPLANSSTRUCrION IFORADDITIONALWALLTYPES. L-+--- --- 6. FOR WALLS NOT DESIGNATED WITH A WALL TYPE,COORDINATE WITH 1 fi�M Aes1 SIM_J 1 �� PROVIDE SIGN ON MAIN EXIT DOOR, srRucruRaLDRAWINGS B<wauSECTIONS. 1oa� T D4 O "THIS DOOR TO REMAIN UNLOCKED 7. COORDINATE NOTES WITH G0.02 FOR MASTER KEYNOTE LIST. BUILDING 6 SIM WHEN BUILDING IS OCCUPIED." 8. APPARATUS BAY SLAB SLOPE TO BE I/8"MIN.TO 1/4"MAX.TO TRENCH DRAINS. 6 s a 3 2 1 LEGEND 84 ® DOOR SYMBOL,RE:SHEET A7.01 A3.10 2'-5" �4'-1" 8'-3" 15'-10" 1i 9 2 N DOOR 11'-T' 12'-D. f® WALL TYPE,RE:SHEET GO.04 DOOR 3/B -1 0 D` O WINDOW TYPE,RE:SHEET A7.11 B1 ENLARGED PLAN-RR/SHOWER 106&107 zs-o' zs-o' zslo' zs-°" I 1 26'- FIRE EXTINGUISHERCABINET. A2.01 d' � Ai.o1 B2 TI 1 iC1 ES RE:DIVISION 10-SPECIALTIES 10AND SHEETG2.01b. A3.10 �3.10 A3.10 ® FLOOR DRAIN.RE:PLUMBING DRAWINGS. 34"SINK FUTURE BUILDOUT(PHASE II-TI) HEIGHT MAX j BOLLMDFIXED EL S.o1 S.az ❑ StROOM - ttP - PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS 22.02 (CUT POCHE) 0 o a 1- � B4 E - - - to9A - - - - - E � PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS A3ao � (SURFACE) FIRE RSERoge1rec" 1'-5" wsur _ wserr veer Ln a Q 1D6 10fi L-L- , 5.18 wwr FIRE o c-I C TYP(3) fI1 E%STINGUISHEA L..J m wca 6 107 7 J wess wce wm CABINET--- ---- L 00 E4 m O 1 1 1 1 IT ROOM 5.21 - w� I I / Aesl TYP B2 -i/ - - TL---- =J - - - - wee Iooc 107 A8.91 .. A310 ' ,I ADA ® ' ' ttP E3 � 'Z A3.10 I- F j KITCHENETTE A.ot __ RESTROOM i 3.06 J to3 103 t03s FUTURE Ass1 I 0 O ' APPARATUS Q a BUILDOUT O?z ADA i BAY LL J L Ba \ uo __ RESTROOM i ez Aas1 l09 Bl z u A3.01 wm I 104 i ._ o - A3.01 O O ------- - THIS SPACE PERMITTED TO BE I __ _} __� r ----------- C Ba SEPARATELY BEFORE - D1 � i n'-2" 110" 22'-4" 10" ' A3.lo Azm i - KITCHENETTE-- FUTURE OCCUPANCY \ -- --103--- -J� 12' 6" I ( HALLWAY 100 OFFICE N 102 FIRE ml D D1 ENLARGED PLAN-KITCHENETTE 104 A2.01 3/8"=11-0" D` C3 -L - w s- EXSTINGUISHER CABINET 3 6'-4' N O -------- - I T------, B cV I Project No: 19-029 Date: 03117/2023 STAIR i f O Checked By: TB RC SIM coos 9.13 i 101 I m l090 t03F o N Drawn By: TBIAMIMH A --------- ao A I ________,_____ o 0 0 � ---- --- � Sheet Name: z 33.02 O COMPOSITE FLOOR FIXED STEEL BOLLARD TYP 5.D2 5.D1 u PLAN - LEVEL 1 & E3 12 14 Dl E1 °C A3.10 P3 ENLARGED PLANS Ai.01 .10 A3.10 P3.10 N 7 O 10'-6" 2-4- g'.p 14'-0�� 12'-Y. ' 2' 2" rLDOOR `L rL U E LJ LJ a LJ 2 LJ N O O E2 COMPOSITE FLOOR PLAN-LEVEL 1 D` A2.01 1/8"=1'.0" Sheet N o CITY APPROVED PLANS Reviewed for Code Compliance A2.01 PLANS MUST BE ON JOB SITE N FOR ALL INSPECTIONS Pa 1 2 3 4 5 6 NOTES-REFERENCE NOTES 1.04 COORDINATE WRH PEFIECTEDCEILING PLAN. 5.21 PREFABRICATED METAL BUILDINGWITH ARCH rECTRUCTURE TO HANGES OCCUR. pivot BY OTHERS.COORDINATE WITH ARCHNECT IF ANY CHANGES OCCUR. 9.12 SUP RESISTANCE FLOORING. 23.02 MECHANICAL EQUIPMENT,COORDINATE WITH MECHANICAL n o r t h DRAWINGS 23.05 ELECTRIC UNIT HEATER.MOUNTAT MIN.9'HEIGHT.RE:MECHANICAL DRAWINGS. 23.07 MAKE UP AIR UNIT.RE:MECHANICAL DRAWINGS. 23.08 GAS FIRED RADIANT HEATER.RE:MECHANICAL DRAWINGS. A26.04 LIGHT FIXTURE.000RDINATE WITH ELECTRICAL DRAWINGS. PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP ��aseD PROF o �A9�� Ap GENERAL NOTES-FLOOR PLANS 5 1. UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE TO THE FACEOFSTUDSFOR GWB WALLS/PARTITIONS. 2. UNLESS NOTED OTHERWISE ALL GWB WALLS SHALL HAVE A 4"STUD FRAME RETURN AT ALL DOOR AND WINDOW IAMBS. 3. FOR SIZES OR MARKERBOARDS AND TACK BOARDS RE:SPECIFICATION SECTION RIC eY,'1//�ZI�SMILLER DIVISION 10-VISUAL DISPLAY SURFACES. x 4. RE:SHEET G2.01b FOR BUILDING OCCUPANCY PLANS AND FIRE RESISTIVE (.J CONSTRUCTION REQUIREMENTS. 5. SEE ENLARGED PLANS FOR ADDITIONAL WALL TYPES. 6. FOR WALLS NOT DESIGNATED WITH A WALL TYPE,COORDINATE WITH STRUCTURAL DRAWINGS&WALL SECTIONS. 7, COORDINATE NOTES WITH 60.02 FOR MASTER KEYNOTE LIST. 8. APPARATUS BAY SLAB SLOPE TO BE 1/8"MIN.TO 1/4"MA%.TO TRENCH BDRAINS. Q Qs aQ 127'- Q Qz LEGEND 0" 26'-0" 25-0" 25'-0" 25'4' 29-0" ® DOOR SYMBOL,RE:SHEEP A7.01 10'-61/2" f® WALL TYPE,RE:SHEET GO.04 OWINDOW TYPE,RE:SHEET A7.11 B2 B4 Cl El Ai.01 A3.10 A3.10 A3.10 A3.10 FIRE EXTINGUISHER CABINET. RE:DIVISION 10-SPECIALTIES 10 AND SHEET G1.01b. ® FLOOR DRAIN.RE:PLUMBING DRAWINGS. FUTURE BU ILDOUT(PHASE II-TI) PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS OPPG0.05� (CUT POCHE) /� ( F -- - - - - - - - - - - - - E PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS �J (SURFACE) I I I I I I ttP5.21 U m 23.07 I\ �I Ln ILL I I I I fI1 � LD m �- - - - - - - - - - - - - D z 00 - J1 23.08 TYP L_____ TYP Q lai E3 P E3 F A3.ID � � AR.Ia F ' N w 9.12 - O � J z > Ij/ I a I U ILL > � i Ism>n - B2 QJ 04 A8.51 Z 0 B4 B1 _ U - L O 23.02 m OPEN TO FUTURE, OPEN TO APPARATUS BUILDOUT BELOW ��l BAYBELOW STORAGE 201 Al li 1282 SF D3 A891 D •� CS �, �` Al lit A6.01 C3 m N A3.10 i DN i A3.10 O --------- - ; ; - -------- - - B N STAIR i i--�-------, ,-------�--� j 101 I Project No: 19.029 I I I �' A2 O Date: 03117/2023 23.05 I I Checked By: TB/RC Drawn By: TB/AM/MH ' NG L u �� i wrvan ---------- it U c4 --- -- I---� ------ - - A � Sheet Name: G0.05 I O U COMPOSITE FLOOR u PLAN - LEVEL 2 E3 B2 B4 A3.10Cl A3.01 A3.10 A3.10 A3.10 . . - - .I . . . . . . . . . . . . . . . . . N 7 O E N O O E2 COMPOSITE FLOOR PLAN-LEVEL 2 A2.02 1/8"=1'-0" Sheet N o CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE A2.02 FOR ALL INSPECTIONS Pa 1 � 2 3 4 5 6 NOTES-REFERENCE NOTES 0 1.11 COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE CONNECTIONS / ATGRADE. pivot PENETRATING PIPE north FLEXIBLE BOOT FLASHING EMBEDDED e IN SEALANT WITH STEEL DRAW BAND 9 METAL PAN EL ROOF(BY OTHERS) PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP aSEp PROFfss/ nygc�N I F/r/fT,1cr 4� o o PENETRATING PIPE v Ant-�A1�h 94 FLEXIBLE BOOT FLASHING EMBEDDED OF K�PR IN SEALANT WITH STEEL DRAW BAND GENERAL NOTES s METAL PAN EL ROOF(BY OTHERS) o 0 1. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION AND NUMBER OF OTHER ROOF PENETRATIONS(I.E.,VENT STACKS,VENT PIPES,CONDUIT PENETRATIONS,ETC.),FLASH ALL PENETRATIONS WEATHER TIGHT.COORDINATE WITH ROOF DETAILS. 2. ALL MEMENDA ROOF FLASHDREVIEWEDB SHALL BE PER MANUFRDESINI RIC eY'1//usmILLER RECOMMENDATIONS AND REVIEWED BY THE ARCHITECT FOR DESIGN INTENT. x 3. EXTERIOR SHELL AND ROOF SHOWN IN DRAWINGS ARE FOR REFERENCE ONLY. (� B6 FLEXIBLE BOOT FLASHING DETAIL PREFABRICATED BUILDING TO BE PROVIDED BY OTHERS.COORDINATE WITH ARCHITECT IF ANY CHANGES OCCUR. A2.31 3"=V-0" B 26,_0„ 25'-0" 25'-0" 25'-9' 26'0' LEGEND HATCH PATTERN INDICATES AREAS OF STANDING SEAM METAL ROOF PANELS PER MANUFACTUER. ' A301 PROVIDED BY OTHERS. B2 84 1 C1 El A3.10 A3.10 A3.10 A3.10 2'-6" 5 4' 2.6 HANGING GUTTE 1.11 DDOPWNSPOUT �/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E } U M a Ln L C 0 M D - - - -' - - - - - D z M z_ v a LL E3 0 E3 Z A3.10 i A3.10 F— N W J � J Z -- w 4' a a U LL > 4! z 84 B1 O U A3.01 A3.01 _ 0 \ > L 5 O C - - RIDGE c3 c3 N A3.10 A3.10 O B — ---------- B N Ai Project No: 19-029 M Date: 03117/2023 a O Checked By: TBRC Drawn By: AM L1J A --------- - --- ----- --------------L----- --- ----- ----------- - A (J') Sheet Name: i z DOWNSPOUT 1.11 HANGING GUTTER 6" 2'-6' �P 0 COMPOSITE ROOF PLAN & ROOF E3 B2 B4 Dl El °C DETAILS Ai.01 A3.10 A3.10 A3.10 A3.10 - - - - - - - - - - - - N z 4 3 I CITY APPROVED PLANS � 0 E 5 2 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 0 E2 COMPOSITE ROOF PLAN FOR ALL INSPECTIONS sheet No: A2.31 Pa - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 3 4 5 6 NOTES-REFERENCE NOTES O WHILE EVERY EFFORT HAS BEEN MADE TO PERFORM A COMPLETE AND ACCURATE PLAN REVIEW,IT DOES 5.01 FACE OF BOLLARDS TO ALIGN WITH OVERHEAD DOOR LAMBS.PRIME NOT EXEMPT THE FIRE MARSHAL'S OFFICE FROM AND PAINTEELBOULARD.RE2iIVILD pivot CODE REQUIREMENTS OMITTED FROM DRAWINGS 5.18 4"FIXED STEEL 80LIARD.RE:CNIL DRAWINGS,PRIME AND PAINT P-3. THAT ARE CAUGHT DURING FIELD INSPECTIONS. 10.06 LASER CUT ALU MIN UM ADDRESS LETTERS WITH A POWDER COAT FINISH TOMETALPUNTEDONIBGA.PRE-NER.EDBACKINGPLATETO n o r t h MATCH METAL PANEL FONTTBD BY OWNER. 13.01 COORDINATE WITH PRE-ENGINEERED METAL BUILDING MANUFACPURERTO PROVIDE FRAMINGAND TRIM FISHING FOR ALL ROUGH OPENINGS. 22.02 GAS METER.COORDINATE WITH PLUMBING DRAWINGS. A13.03 CONDENSING UNIT,COORDINATE WITH MECHANICAL DRAWINGS. 23.04 AIR CONDITIONING UNIT.COORDINATE WITH MECHANICAL DRAWINGS. 11.04 LIGHT FIXTURE.COORDINATE WITH ELECTRICAL DRAWINGS. PIVOT NORTH ARCHITECTURE,PLLC. 33.02 STATE APPROVED DISABLED PARKING SIGN AND VAN ACCESSIBLE 116 S.6TH STREET SIGNAGE.REFLECTIVE ALUMINUM SHEET PLATE.APPLY SIGN TO BOISE,ID 83702 BUILDING WITH SCREW FASTENER AND NEOPRENE WASHER.RE:CIVIL www.pivotnorthdesign.com DRAWINGS. A B C D E E D C B A STAMP asFD PROFp 8'_7" P_0�� 1 13�.0�� vAR�9�/194.` C3I E3 As.to A3.10 Asap Asa° N�gTF OF 13.01 - I GENERAL NOTES 5 SLOPE TYP SLOPE SLOPE a SLOPE HANGING GUTTER HANGING GUTTER TYP 1. RE:FLOOR PLANS FOR EXTERIOR DOOR AND WINDOW TYPES. TYP ROOFS _ ROOFS 2. EXTERIOR SHELL AND ROOF SHOWN IN DRAWINGS ARE FOR REFERENCE O0 _ I 118'-0" V 118'-0" V ONLY.PREFABRICATED BUILDING TO BE PROVIDED BY OTHERS,COORDINATE O u WITH ARCHITECT IF ANY CHANGES OCCUR. �//-//��//��f��\y��■� 3. PROVIDE AND INSTALL TRIM AND WEATHER-TIGHT CONDITION ATALL RIc`/V/J�V(/smILLER A2 Al Al A2 DOWNSPOUT MECHANICAL LOUVERS AND PIPE PENETRATIONS `// lJ - - _ - - _ - -ryP LEVEL - - _ - - - - - - _ 7_�� DTYP NSPOUT _LEVELI � � _ 110'-I'' I FIXED STEEL BOLLARD S.Ol ttPD STEEL BOLLARD 5.01 TYP 6 LEVELI 9 LEVELI � 100'� 20' 6" 20'6" 26.04 20' 6" } 20'fi" 26.04 ryp zz.02 5.18 ttP CL CL rypl3) CL CL 61 EXTERIOR ELEVATION-EAST M EXTERIOR ELEVATION-WEST A3.01 1/81,=11-0° A3.01 1/8"=T-0" LEGEND ® HATCH PATTERN UFACT INDICARO PROVIDED BY OTHTAL PANEL PER MANUFACTURER.PROVIDED BY OTHERS. �Y1 ) El Cl �Y� 1YYY3' � B4 B2 �YQ ) �YSI � 1YYY6 AsaO A3.10 A3a0 A3ao ® HATCH PATTERN INDICATES AREAS OF STANDING SEAM METAL ROOF PANELS PER MANUFACTUER. 13.01 PROVIDED BY OTHERS. 13.01 LHAI J HATCH IN FRAME UNITS INDICATES OF FULLV- _ 8,OF TEMPERED FLOAT GLASS.RE:DIVISION 088000 IN U (�I777 118'-0' V THE SPECIFICATIONS. m If O QLn ILL 0 LEVEL2 NO HATCH AREA IN FRAME UNITS INDICATES AREAS V M - �� - - - [� -� - _ Lo00 110' SPECIFICATIOFFL ONNS,S.RE:DIVISION OBBOOOINTHE O �� HATCHIN FRAME UNITS INDICATES AREAS OF METAL Z PANEL IN BY DOOR MANUFACTURER. LLVE O5.01 FIXED STEEL 100'-0'FIX (I) ~ TYP 23.03 23.04 26.04 J 41'4" EO CL EO EQ EQ CL Q Q C3 EXTERIOR ELEVATION-NORTH Il A3.01 1/8"=V-0" N z o O U0 u L p d � V I ' I 82 B4 C3 El I A3.10 A3.10 A3.10 A3.10 10.06 ALUMINUM BUILDING SIGNAGE D Address shall be high fh HANGING GUTTER ("V ADDRESS IDENTIFICATION-LAW 2018 IFC 505.1 _ and to the right .RNIFS 0 118'D' New and existing buildings shall be provided with f'V d �O approved address identification,legible and placed 5' DODO DooO r-I Project No: 10.029 in a position that is visible from the street or road _ LEVELz fronting the property. Generally high and right as �� 110' f'n Date: 03117/2023 possible. I? M DowesaouT O loon = IWE = TYPI Checked By: TB/RC 000o DODO Characters shall contrast with their background. I _ iooA - W Drawn By: TB/AM/MH Address identification shall be Arabic numbers or letters.Numbers shall not be spelled out. LEVELI N 100'-0' z SheeIName: TF Best Practice;Commercial Buildings should have sea zz.oz zfioa 41' 2" � L aa.oz EO EO FI%EDSTEELBOL ARD s.o1 O minimum 12"tall numbers and shall be affixed to the ttP ED ED ttP BUILDING building. Numbers may be affixed to monument E3 EXTERIOR ELEVATION-SOUTH signs but as a secondary address location.Street A3.01 ELEVATIONS name not needed if numbers are displayed facing assigned road. Suite/Apt/Unit numbers shall be affixed near the z main entry door(s),a minimum 4"tall and shall O include the word"SUITE"or"APT"or"UNIT"etc. CITY APPROVED PLANS U EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O r-I FOR ALL INSPECTIONS Sheet No: A3.01 " Pa 1 2 3 4 5 6 NOTES-REFERENCE NOTES O ( p 1 ( p 1 ' (' , ( IT 1 ( F 1 ( r t ( 11 , ( r ) ' N 1 ' p 1 1.04 COORDINATE WITH STRUCREFLECTED EFLEC ORAL CEILING PLAN, \T"/ \T' \T-/ \T"/ \T'/ \T"/ \T'/ S.21 COORDINATE WITH METAL BUI EDCEISTEE PLAN. pivot ' 5.21 PREFABRICATED METAL BUILDING STEEL STRUCTURETO BE PROVIDED C3 E3 E3 C3 BY OTHERS.COORDINATE WITH ARCHITECT IF ANY CHANGES OCCUR. A3an A3.m A3.10 A3.10 7.06 FIBER REINFORCED PANELING WITH PLYWOOD BACKING PROVIDED BY CONTRACTOR. 1 7.11 15 MIL VAPOR BARRI ER. n o f t I 23.01 COOORDINATE WITH MECHANICAL DRAWINGS. 1"112" 111/12" HANGING GUTTER 1"112" 1"/12" HANGING GUTTER 23.05 ELECTRIC UNIT HEATER.MOUNTAT MIN.THEIGHT.RE:MECHANICAL / TYp 1.04 26.04 f� ry TVP p 5.21 E� -�� 26.04 1.04 ttP DRAWINGS. qROOF � ROOF 23.06 DUCTLESSSP LIT SYSTEM INDOOR UNIT.RE:MECHANICAL DRAWINGS. p 118'-0, V 23.07 MAKE UP AIR UNIT.RE:MECHANICAL DRAWINGS. STORAGE 26.04 LIGHT FICrURE.COORDINATE WITH ELECrRICALDRAWINGS. PIVOT NORTH ARCHITECTURE,PLLC. na zo1 2 116 S.6TH STREET r r nA4, _ LEv¢Lz egos_ _ _ _LEv¢Lz BOISE,ID 83702 B1 - - uo' ( ---- --- _ -- --- - uo'-q� www.pivotnorthdesign.com ttP A].11 T - STAMP HALLWAY �� `� N s�PROFFCS C1 100 B ® OPEN V4��Gt41 TFCl/QYy BITUMINOUS ttP A].11 1 LEVELl DAMPPAOOFING - -LEVEL 1 �, v Ari�r b 1 94 = 100'-0" 100-0' Il�vviF�v'j-h-"IBITDMIN°D5 ;I GENERAL NOTES -,T I=ITI=ITT- =TDAMPPR00FING =-�� _ D1 FIRE RISER ELEC.ROOM ADA RESTROOM ADA RESTROOM KITCHENETTE OFFICE STAIR 5 7.11 1.01 106 106 105 104 103 102 101 711 1. FOR REINFORCING OF CONCRETE SLABS,FOOTINGS AND FOUNDATIONS, COORDINATE WITH STRUCTURAL DRAWINGS. 2. FORWINDOW TYPES,COORDINATEWITH FLOOR PLANS. M BUILDING SECTION(GRID 3) 3. RE:FLOOR PLANS FOR WALL TYPES. ///`�� \y��■� B2 BUILDING SECTION(GRID 4) A3.10 1/8"=1'-O" 4. PROVIDWALLSEBITUMINOUSATIONSCIIONGON ALL E)(TERIOR 15.PROVIDEBLOWGADE Ric§C/ /YV(/smILLER A3.10 1/$°=1'-O° WALLS AS PER SPECIFICATION SECnON 07115.PROVIDE BELOW GRADE ONLY. ■V_�'✓y/V IJ�J�J(/VlJ LEGEND FUTURE BUILDOUT(PHASE II-Tl) BPRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS (CUT POCHE) PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS (SURFACE( T T T Q C3 I I E3 I I I I B2 A3.1 3.10 A.0 A.'0 l 03 C M A3.1 0 I I I 1 1"/12" 26.04 1.04 5.21 1.04 26.04 ttp TYp ryp 00.0s 23.05 ROOF ROOF 11E'-0" B2 SIM 118' A891 Azn 3 _ o ® STORAGE D3mom I I 201 LEVE� - A8.97 \ _ _ _ _ - 1E1EL2 TYP7.06 1 61 SIM DODO DODO nwo1.04J7 � �. J 7i APPARATUS BAY F TUREBUILDOUT _ OPEN ® ® �� 110 U m 4 109 0 Ln LEVEL( LEVELl � Vl BfTUMIN0U5� - - - =I , SOD-D' -= 1- -III=III- =III= =III= =III= =III= -III=III= I =III- -III- -III- -III= _ = 100'-0° o C1 SIM -1I k -1I I1=1I1= -I I1=1I I1=1I I1=1I I1=1I1= I1=1I I1=1I I1=1I1 III -11 I- �BITUMINOUS (� m DAMPpaoormGI„III-I I,I„III-I II1-1 III - A711 „1 -III-1 ;III-1 I-III-1 -III II -11-III-1 I-III-1 I-III-1 I-III-1 -III -11-III-1 I-III-1 I-III-1 I-III-1 I-III-11=„I DAMPPROOFING M 1.01 a 1.01 a APPARATUS BAY z3.o1 HALLWAY z o 109 100 1.01 z 1 1� Z C1 BUILDING SECTION(GRID 2) C3 BUILDING SECTION(GRID B) A3.10 A3.10 1/8"=1'-0" J J z } Q U LL a} z O u L p d � V I I I I I I I I I I E3 C3 B2 B4 [3 El I I A3.10 I A3.10 I A3.10 Ai.10 I A3.10 A3.10 I I I 1.04 26.04 23.01 CS coos SIM 26.D4 1.D4 ttP 1 1"/12" 23.05 OPP 2 3.07 ttP U 5.21 - - - - - - - - - ROOF ROOF �+(� N ua'-o" zo6 ua'-o" O a ttP B4 STORAGE D3 11 ttP Aesl IF 3 A]11 TYP 5.21 201 I I LEVEL2 ttP e i LEVEL 110'-4" V - - - j _--- J - - 110 'q^ V t� Project No: 19.029 APPARATUS BAY 77 - m Date: 03117/2023 109 YP FUTURE BUILDOU O 110 - � - I Checked By: TB/RC O . Drawn B TB/AM LEVEL LEVEL . Y' ( W BRUMINOUS -III=III=III=III=III=III=III=III=III=III=111�111=III=III=III=III=III=III=III=III=III=III- I DAMPPROOFING YP = =III= =III= =III= =III= =III= =1 1= =III= =III= =III= =III= =III= _- _=1I1= BITUMINOUS I I LJ I I I H I I I I I I I I I I I I I III I I I I I I I I III I III I I I L hI I I OAMPPROOFING S h e e t N a m e. 1.01 zu 21.06 HALLWAY ADA RESTROOM APPARATUS BAY 100 1os 1W 101 BUILDING SECTIONS �E BUILDING SECTION(GRID 1) E3 BUILDING SECTION(GRID D) :u AND EXTERIOR A3.10 DETAILS z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS sheet No: A3.10 Pa - - - - - - - - - - - 1 2 3 4 5 6 NOTES-REFERENCE NOTES 0 1.01 COORDINATEWITH STRUCTURAL DRAWINGS. LE 5.04 UNE OF PREENGINETH EEDRIGID CTED EILINGFRAME PLAN. I�O 5.03 UNEDINGA AND SECTIONS.FRAME STRUCTURE ABOVE.RE ' BUILDINGAND STAIR SECTIONS. 5.21 PREFABRICATED STEEL RAIL DINGSEELSTRU STEEL POST. O ' S.21 PREFABRICATED METAL BUILDING STEEL STRUCTURE TO BE PROVIDED BY OTHERS.COORDINATE WITH ARCHITECT IF ANY CHANGES OCCUR. fth STEEL HANDRAIL,1-1/2"O.D.AT TO" 5.23 PREMANUFACTURED METAL BUILDING ROOF ASSEMBLY TO BE 11/2', A.F.F.ABOVE STAIR NOSING OR RAMP, PROVIDED BY OTHERS.COORDINATE WITH ARCHITECT IF ANY CLEAR WHERE OCCURS,TYPICAL CHANGES OCCUR. 5.27 PREMANUFACn1RED METAL BUILDING WALL ASSEMBLY AND 0 INSULATION TO BE PROVIDED BY OTHERS.COORDINATE WITH m ' PLYWOOD STAIR,RE:STRUCTURAL FOR BACKING W ( ; 1 ARCHITECT IF ANY CHANGES OCCUR. RESILIENT RUBBER STAIR TREAD,CUT TO FIT ^N` \T�/ 6.08 DASHED UNE INDICATES AREAS OF WOOD CAP.RE:DETAILBl/A6.01 PIVOT NORTH ARCHITECTURE,PLLC. 1/4 0 E2 7.11 15 MILVAPOR BARRIER. 116 S.6TH STREET A6.01 9.12 SLIP RESISTANCE FLOORING. BOISE,ID 83702 1X WOOD CAP = 23.01 COOORDINATE WITH MECHANICALDRAWINGS. www.pivotnorthdesign.com = 1X2 WOOD TRIM(BOTH SIDES) 26.04 UGHTFI%TURE.COORDINATE WITH ELECTRICAL DRAWINGS. �r 26.06 ELECTRIC BASEBOARD RADIANT HEATER.RE:ELECTRICAL DRAWINGS. STAMP 6.08 113' 10" S�PROFp ,/ SEALANT(BOTH SIDES( WALL MOUNTED HANDRAIL BRACKET TO WALL 507 p4�pPGNITpCl q,` YPSUM WALL BOARD,TYPE% 2M4 WOOD BLLEL TO STRINGERFASTENEDS TO nnr 61 DIMENSIONAL LUMBER FRAMING STUDS,PARALLEL TO STRINGERS ON STEEL ANGLE '4 94, 11-D11 m�gTF OLSF \O"Y�o SECTION MEW GENERAL NOTES s WALL TYPE AS INDICATED ON THE R PLANS FOR WALL TYPE FLOOR PLANS 146 1. FOR REINFORCING OF CONCRETE SLABS,FLOORINGS AND FOUNDATIONS = COORDINATE WITH STRUCTURAL DRAWINGS. 2. FOR STAIR STRUCTURE COORDINATE WITH STRUCTURAL DRAWINGS. ��///-//`��'��//��\y�� 61 WOOD CAP DETAIL B2 RUBBER STAIR TREAD DETAIL B3 MTL HANDRAIL STD BRACKET = 3. FOR WINDOW TYPES,RE:FLOOR PLANS. RIC�y V/J�VVIJ��ILLER 3"=1'-O" 3"=1'-O" 6„=1'-O" p 4. PROVIDE BITUMINOUS DAMPPROOFING ON ALL EXTERIOR FOUNDATION ✓ lJ A6.01 A6.01 A6.O1 = e WALLS AS PER SPECIFICATION SECTION 07115.PROVIDE BELOW GRADE ONLY. 5. PAINT ALL GUARD AND HANDRAIL SYSTEMS PAINT COLOR P3,UNLESS OTHERWISE NOTED.RE:DIVISION 9 SECTION"INTERIOR PAINTING". 11 1 6. RE:SHEET A8.00 FOR ROOM FINISH SCHEDULE. BSTEEL HANDRAIL,11/2"O.D.AT 3"0"A.F.F.ABOVE STAIR NOSING OR RAMP WHERE OCCURS,TYPICAL SOLID BLOCKING REINFORCEMENT 1'-O.. 11" 5.03 WALL MOUNTED HANDRAIL BRACKET 11/2"DIAMETER 13/11" LEGEND METAL HANDRAIL,TYP. 5'-91/4" 5'-91/4" EXTEND HANDRAIL STAIRWIDTH STAIRWIDTH PREENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS HANDRAILSUPPORTS 114'-4' (CUTPOCHE) 12"BEYOND THE TOP -- STUD, D,32 OTHER T.0 WALL RISER,TYP STUD,32"O.C. PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS WALL TYPE AS INDICATED ON THE FLOOR PLANS (SURFACE) RETURN HANDRAIL RESILIANT RUBBER STAIR COVERING,RE:FINISH SCHEDULE. TO WALL,TYP. \\ OPEN TOE _ CONTINUE HANDRAIL BELOW_ONE TREAD WIDTH BEYONDTHE BOTTOM RISER SIM pq 5.21 1IM4 GO.Os E2 Ga.Os I A6.01 PLAN VIEW STAIR LANDING RETURN END OF HANDRAIL TO WALL AND CAP OFF. PROVIDE 1/4"SPACE FROM END OF FINISHED WALL. J U m C2 TYPICAL HANDRAIL MOUNTING DETAIL C3 TYP HANDRAIL EXTENSIONS `C ENLARGED STAIR PLAN-LEVEL 2 Lai. Ln C A6.01 3 ,1'0" A6.01 1",1'-0" A6.01 3/8",V-0" (D m z 00 0 z vi J Q F- 1.04 26.04 G' 2'-0" ( 3 / +-' Q Y U ILL } tr E2 N z 0 HANGING 5.23 2'-1" A6.01 U DS GUTTER vro,os L Q � -- ------ 118'-0"mom wu (BEYOND)DOWNSPOUT t _ 1 ' 23.01 --- UP 1 CITY REVISIONS 02/27/2023 ' (BEYOND) B1 5.27 A6.01 s.z1 STORAGE - 201 ' D 2301 IN HEADROOM CLEARANCE(80") (BEYOND) PER 20181BC 1011.3 \ A4 m _A9.01Yi LEVEL \ I 110'-4' O \ II N s-� Project No: 19-029 STAIR --- \ \ 101 C� Date: 03117/2023 _ 26.06 \ / 5'-91/4" 5'-91/4" N s I Checked By: TB/RC = \ / STAIRWIDTH STAIRWIDTH Drawn By: TB/AM Lu 14 OPENTO BEYOND Z Sheel N2 me: _ STAIR PLAN, 5.21 B2 A6.D1 SECTIONS AND 1 -- EVEL1 A DETAILS (; ------------- ----7---------------------------- ----------------- 100'P _._____.__ SIM D4 J "-snisn"c - - - E2 D4 1.01 G0.05 B'-81/2" \n 7 CAST-IN-PLACE CONCRETE. J O a � 1 PBITUMINOUS DAMPPROOFING _ CITY APPROVED PLANS v NoE = I Reviewed for Code Compliance O 3 PLANS MUST BE ON JOB SITE 00 FOR ALL INSPECTIONS Sheet \o: E2 STAIR SECTION(EAST/WEST) E5 ENLARGED STAIR PLAN-LEVEL 1 A6.01 3/8"=V-0" A6.01 3/8"=V-0" A6.01 Pa F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - - - - 3- - - - - - - - - - - 4- - - - - - - - - - - - - - - - - - - - - - - - 5- - - - - - - - - - - 6- - - - - - - - - - - - - - - - - - - - - - 1 SCHEDULE-DOOR DOOR FRAME DOOR pivot 0A OOR# TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH HARDWARE Fire Rating REMARKS n o r t h SOA HG 3-4- T-0" HM P-3 SI HM P-3 GROUP02 100B HG 3'-0" T-0" HM P-3 S1 HM P-3 GROUP02 100C NV 3'-0" 7-0" WD FF S1 HM P-3 GROUP05 102 NV 3'-0" 7-0" WD FF S1 HM P-3 GROUP06 103A NV 3'-0" 7-0" WD FF S1 HM P-3 GROUP04 A103B NV 3'-0" 7-0" WD FF S1 HM P-3 GROUP04 104 F 3'-0" 7'4" WD FF S1 HM P-3 GROUP03 105 F 3'4" 7-0" WD FF S1 HM P-3 GROUP03 106 F 3'4' 7'-0" WD FF S1 HM P-3 GROUP09 PIVOT NORTH ARCHITECTURE,PLLC. 107 F 3'-0" 7'4" WD FF S1 HM P-3 GROUP07 116 S.6TH STREET 108 F 3'-6' T BOISE,ID 83702 -0" WD FF S1 HM P-3 GROUP08 45MIN MINIMUM www.pivotnorthdesign.com 109A HG 3'-0" 7-0" HM FF SI HM P-3 GROUP02 109B OH 14'-0" 14'-0" PER MANUFACTURER FF PER MANUFACTURER PER MANUFACTURER P-3 GROUP01 STAMP 10 D OH 14,-0" 14'-0" PER MANUFACTURER FF PER MANUFACTURER PER MANUFACTURER P-3 GROUP01 �S PROF c �O�v 109E OH 14'-0" 14'-0" PER MANUFACTURER FF PER MANUFACTURER PER MANUFACTURER P-3 GROUP01 110 F 3'-0" 7-0" HM P-3 S1 HM P-3 GROUP08 45 MIN MINIMUM 45 MINUTE RATING TO FUTURE BUIIDOUT v,Q 94 m�glllT\Fwv��O•�F�YEF'---\---o...P�o GENERAL NOTES 5 1. PAINTALL METAL FRAMES&ACCESSORIES,P-3. 2. PAINT EXTERIOR FACES OF EXTERIOR DOORS&FRAMES,P-5. 3. ALL HOLLOW METAL FRAME GLAZING STOPS TO BE PLACED ON ROOM SIDE OPPOSITE FROM HALLWAY/CORRIDOR �//-/1.��///�� \y��■� 4. PROV SECTIO 2406FULL TEMPERED GLASS NSEUNITS WHERE REQUIRED WING..B.C. Ric§CeYJ�V(/smILLER SECTION 2406 AND SPECIFICATION SECTION 08 8000 GLAZING. `//l/,lJ 5. PROVIDE FLOATGLASS,PER SPECIFICATION SECTION 088000,AT CONDITIONS OTHER THAN DESCRIBED IN GENERAL NOTE 3 OF DRAWING SHEET. 6. COORDINATE WITH FLOOR PLANS AND SECTIONS FOR WALL TYPES. 7. CONTRACrOR TO INSTALL PREFINISHED FLASHING AND TRIM AT ALL NEW DOOR AND WINDOW LOCATIONS TO SHED WATER TO THE EXTERIOR AND PROVIDE A WEATHER-TIGHT SEAL.REMOVE EXISTING SIDING AND FASTENERS AS REQUIRED TO INSTALL NEW WORK AND RE-ASSEMBLE WEATHER-PROOF CONDITIONS AS SCHEDULED SEE DOOR SCHEDULE LEGEND 7 HATCH IN FRAME U LLY- TEMPERED FLOAT GNI..TS NCATES EI DIVISIONOBBOCOAREAS OF LINTHE SPECIFICATIONS. NO HATCH AR IN FRAME UNITS INDICATES FLOAT GLASS.RE:DIVISION 0880DO IN THESPECIF V CATIONS. HAT H IN PROVID D BAY DOOR MANUFACTURERFME UNITS INDICATES REAS OF METAL PANEL c . HATCH IN DETAILS INDICATES AREAS OF PRE-ENGINEERED AS SCHEDULED AS SCHEDULED AS SCHEDULED RIGID FRAME STRUCTURE PROVIDED BY OTHERS. SEE DOOR SCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULE ABBREVIATIONS ALUM -ALUMINUM FF -FACTORY FINISH AS SPECIFIED tu HM -HOLLOW METAL _ HPC -HIGH PERFORMANCE COATING J M -MINUTES PM -PAINT COLOR"NUMBER"(RE:DIVISION 9 SECTION"INTERIOR PAINTING U -WOOD Q m S C -SMOKE AN -ANODIZED c=1 i T i T T -TEMPEREDGLASS (D m Z Q J LL J � J z OF NV HG OH U L�L Q } FLUSH PANEL DOOR NARROW VISION DOOR FLUSH PANEL DOOR WITH HALF GLASS OVERHEAD DOOR 7 0 L O u O > L p d V DOOR TYPES 1/2"=1'-0" 1 CITY REVISIONS 02/27/2023 3--4" 8 8 BS z Bl DA7.11 A7.11 m N INTERIOR O DOORS es N A7.11 0 Aa11 l� Project No: 19.029 m Date: 03117/2023 O _ I Checked By: TB/RC Drawn By: TEII Lu z SheeINarne: O DOOR SCHEDULE & C1 =u TYPES A7.11 51 8 '�^ N Z STEEL FRAME TYPES O 1/2"=r-13" CITY APPROVED PLANS U EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS sheet No: A7.01 o N � � � Pa 1 � 2 3 4 5 6 NOTES-REFERENCE NOTES 0 GRID GRID GRID 1.06 COORDINATE WITH CIVILAND LANDSCAPE DRAWINGS. 1.21 RE:FLOOR PLAN,-DOORAMETYPES. I vo t i 1.21 RE:FLOOR PLANS,DOOR SCHEDULE AND DOOR AND FRAME TYPES. 3.07 TAPERCONCRETE ATSECTIONAL DOORWAY LOCATIONS. 7.06 FIBER REINFORCEOPANELING WITH PLYWOOD BACKING PROVIDED BY n o r t h CONTRACTOR. SOUND ATTENUATION BLANKET INSULATION. 7.13 PREFINISHED HEAD FLASHING WITH DRIP EDGE.RE:PRE-ENGINEERED RE:FLOOR PLANS AND WALL TYPES. -, METAL BUIDLING DRAWINGS. 8.01 DOOR AS SCHEDULED. X EXISTING iM 8.04 COORDINATE HEADER,JAMB,AND SILL STRUCTURE AND TRIM WITH AGYPSUM WALLBOARD TYPE'X' GYPSUM WALL BOARD TYPE'X' PRE-ENGINEERED METAL BUILDING DRAWINGS. RD,TYPE 8.06 WOOD STUD FRAMING.RE:FLOOR PLANS 8.06 INSTALLADDITIONAL STEEL ANGLE OR BENT PLATE AS REQUIRED TO GYPSUM WALL BOA GYPS AND WALL TYPES. SUPPORT DOOR TRACK AND CONNECTION. 9.13 PROVIDES/8"GYPSUM WALL BOARD TO 6"ABOVE COUNG AT PIVOT NORTH ARCHITECTURE,PLLC. 7.13 101NT SEAANT 101NT SEALANT X-EXTERIOR WALLTYPE IN HALLWAY 100. 116 S.6TH STREET z13 BOISE,ID 83702 IOINT SEALANT 8'� WWW.pIVotnorthdeSlgn.Com 8.04 i PAINTEDHOLLOW METAL FRAME.RE:FLOOR PLANS, (BOTH SIDESI i JOINT SEAUWT DOOR SCHEDULE AND DOOR AND FRAME TYPES. 101NT SEALANT BACKING (BOTH SIDES) FIXED ALUMINUM WINDOW 1.20 GENERAL NOTES STAMP pROF 1.20 HOLLOW METAL FRAME (BOTH SIDES) JOINT SEALANT BACKING SECTIONAL DOOR 8.01 WOOD DOOR.RE:FLOOR PLANS,DOOR SCHEDULE AND eot'S�NI TF � DOOR AND CRIME TYPES. FRAME BEYOND (BOTH SIDES) INSULATED GLASS UNIT 1.20 713 8.04 1. PAINTALL METAL FRAMES&ACCESSORIES,P-3. 1.21 HOLLOW METAL DOOR 2. PAINT EXTERIOR FACES OF EXTERIOR DOORS&FRAMES,P-S. vA O 94 3. ALL HOLLOW METAL FRAME GLAZING STOPS TO BE PLACED ON ROOM SIDE EXTERIOR INTERIOR OPPOSITE FROM HALLWAY/CORRIDOR EXTERIOR INTERIOR 4. PROVIDEFULLY TEMPERED GLASS UNITS WHERE REQUIRED BY I.B.C. qTF pF \�PSy EXTERIOR INTERIOR SECTION 2406 AND SPECIFICATION SECTION 08 8000 GLAZING. 5 5. PROVIDEFLOATGLASS,PER SPECIFICATION SECTION 088000,AT 1" RE:FLOOR PWNS FOR WALL TYPE CONDITIONS OTHER THANDESCRIBED IN GENERAL NOTE 30F DRAWING 1 41/2' i SHEET. 6. COORDINATE WITH FLOOR PLANS AND SECTIONS FOR WALL TYPES. 7. CONTRACTOR TO INSTALL PREFINISHED FIASHING AND TRIM AT ALL NEW r�////-//``��'��//��\y��■�@ @ @ ( )( / ) PROIDEAWINDOWTIGHLOCITIONS TO SHED.REMOVWAERTOTHEEXTERIORAND Rl��y V/J�V(/ll��ILLER 61 TYP HEAD DETAIL EXTERIOR HIM DOOR B2 TYP HEAD DETAIL EXTERIOR WINDOWS B4 TYP HEAD DETAIL EXTERIOR SECTIONAL DOORS B5 TYP HEAD DETAIL JAMB SIM HM FRAME WOOD FRAMED WALL PROVIDEAWEATHER-TIGHT SEAL.REMOVE EXISTING SIDING AND ✓ l J(/(/1J A7.11 3"=V-0" g7,11 3"=V-0" A7.11 3"=V-0" A7.11 3"=V-0" FASTENERS AS REQUIRED TO INSTALL NEW WORK AND RE-ASSEMBLE WEATHER-PROOF CONDITIONS GRID GRID GRID B 1 63/4" LEGEND 1" 41/2" HATCH TS CATES AREAS OF FULLY- HOLLOW METAL FRAME [UM TEMPERED FLOATGNIIN RE: IVISON088000 IN THE PAINTED,BEYOND SPECIFICATIONS. <q>HOLLOW METAL DOOR HOLLOW METAL FRAME O O(BEYOND) INSULATED GLASS UNIT FIXED WINDOW DOOR-SEE SCHEDULE NO HATCH AREAIN FRAME UNITS INDICATESAREAS OF 1.20 1.20 FLOAT GLASS.RE:DIVISION 0880001N THE SPECIFICATIONS. EXTERIOR JOINT SEALANT BACKING EXTERIOR INTERIOR OFFSETSADMASTIC.DLETHRESHOLD,SET FLASHINGDAM (BOTH SIDES) EXPANSION AND SLAB ISOLATION JOIN � HATCH IN FRAME UNITS INDICATES AREAS OF METAL PANEL IN BED OF __-JOIN SEALANT FILLER STRIP SECTIONAL DOOR 8.01 SADDLE THRESHOLD,SET IN BED OF "/ PROVIDED BY DOOR MANUFACTURER. 8 (BOTH SIDES) MASTIC, INTERIOR SCHEDULED FLOOR HATCH IN DETAILS INDICATES AREAS OF PRE-ENGINEERED anar EXTERIOR INTERIOR 1.05 3.07 RIGID FRAME STRUCTURE PROVIDED BY OTHERS. L _LEVELI ID. ABBREVIATIONS _ ALL -ALUMINUM FF -FACTORY FINISH AS SPECIFIED HIM -HOLLOW METAL HPC -HIGH PERFORMANCE COATING M -MINUTES PM -PAINT COLOR"NUMBER"(RE:DIVISION 9 SECTION"INTERIOR,AINTING". J WOOD C1 TYP THRESHOLD DETAIL @ EXTERIOR HIMDOOR C2 TYP SILL DETAIL @ EXTERIOR WINDOWS C4 TYP SILL DETAIL @ SECTIONAL DOORS C5 SADDLE THRESHOLD DETAIL S D -SMOKE - A7.11 3"=1'-0" A7.11 3"=V-0" A7.11 3"=1'-0" A7.11 3'=P-0" AN ANODIZED U m T -TEMPEREDGLASS L.L. Ln C m M JOINT SEALANT CO (BOTH SIDES) 0 `DRNER°DAR ALUMINUM FRAME TYPES z JOINT SEALANT BACKING INTERIOR (BOTH SIDES) < Z 9.13 GYPSUM WALL BOARD,TYPE% JOINT SEALANT 1/2��=P-O�� LL INTERIOR (BOTH SIDES) IOINTSEAIANTBACKING �i (BOTH SIDES) 3'-6" ~ INSULATED GLASS UNIT 1.20 J 2" T-8" 2" 2" 3'4" 2" .. w +� Q a v z o OU L p --------- _ A7.11 Aa11 M TP m TYP FIXED ALUMINUM WINDOW 1.20 8.04 EXTERIOR HOLLOW METAL DOOR 1.21 8.04 EXTERIOR C2 C2 HOLLOW METAL FRAME 1.20 AZ11 A7.11 p D1 TYP JAMB DETAIL @ EXTERIOR HIMDOOR D2 TYP JAMB DETAIL @ EXTERIOR WINDOWS 4.0 A7.11 3"=1'-0" A7.11 3"=1 0" XV 3-4-&„ 2„ Ch E2 N o A].11 tQ cV SOUND AEENUATION BLANKET INSULATION. Project No: 19.029 RE:FLOOR PLANS AND WALL TYPES. E2 A7.11 m Date' 03/17/2023 8.04 DOOR TRACK - - SIM Q INTERIOR L.I.J GYPSUM WALLBOARD TYPE'X' GYPSUM WALLBOARD TYPE'X' I Checked B y: TB/RC ECTIONALDOOR 8.01 WOOD STUD FARMING.RE:FLOOR PLANS 7.06 ANDWALLTYPES. Drawn By: TB/AM/NTH z : JOINT SEALANT 101NTSEALANT E1 SheeIName 1" HOLLOW METAL FRAME.RE:FLOOR PLANS,DOOR SIM Azu SCHEDULE AND DOOR AND FRAME TYPES. = FRAME TYPES & GLAZING STOP.GLAZING STOP TO BE PLACED ON THE FRAME BEYOND FRAME DETAILS ROOM SIDE OPPOSITE ANY HALLWAY/CORRIDOR. 8.04 GLAZING Al A2 A3 z RE:FLOOR FOR TYPE CITY APPROVED PLANS u EXTERIOR E Reviewed for Code Compliance 0 PLANS MUST BE ON JOB SITE 0 E1 TYP JAMB DETAIL @ EXTERIOR SECTIONAL DOORS E2 TYP WINDOW HEAD DETAIL(JAMB/SILL SIM)(HM FRAME/WOOD FRAMED WALL) FOR ALL INSPECTIONS S h e e t N°: A7.11 3"=11-0" A7.11 3"=V-0" A7.11 Pa - - - - - - - - - - - - - - - - - - - - - - - 1 2 3 4 5 6 NOTES-REFERENCE NOTES O • SCHEDULE-SIGNAGE SCHEDULE-ROOM FINISH I VO t DOOR1t SIGN LOCATION SIGN COPY BRAILLE GRAPHIC SYMBOL SIGN TYPE MOUNTING ROOM FLOOR WALLS CASEWORK n o r t h NO. ROOM TITLE MAT. BASE NORTH EAST SOUTH WEST CABINETRY COUNTERTOP TRANS TOP REMARKS 100C APPARATUS BAY 309 MAIN CORRIDOR Yes N/A A LATCH SIDE OF DOOR,BOTTOM OF SIGN AT48"AFF 102 OFFICE 102 OFFICE Yes N/A A LATCH SIDE OF DOOR,BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL 100 HALLWAY PC-1 CT-3 WP-1/P-1 WP-1/P-1 WP-1/P-1 WP-1/P-1 1 103A KITCHENETTE 103 KITCHENETTE Yes N/A A LATCH SIDE OF DOOR,BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL SOS STAIR RSC-1 - P-1 P-1 P-1 P-1 - - - 103B KITCHENETTE 103 KITCHENETTE Yes N/A A LATCH SIDE OF DOOR,BOTTOM OF SIGN AT48"AFF 102 OFFICE PC-1 CTd P-1 P-1 P-1 P-1 - - - REMARKS A104 RESTROOM 104 RESTROOM Yes MALE,FEMALE,ADA B LATCH SIDE OF DOOR,BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL 103 KITCHENETTE PC-1 CT-3/CT-4 P-1 P-1 WP-1/P-1 P-1 PL-1 PL-2 105 RESTROOM 105 RESTROOM Yes MALE,FEMALE,ADA B LATCH SIDE OF DOOR,BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL 104 ADA RESTROOM PC-1 MCB-1 P-2/CT-1/CT-2 P-2/CT-1/CT-2 P-2/CT-1/CT-2 P-2/CT-1/CT-2 - SDS-1 - 1 106 ELECTRICAL 1o6 ELECTRICAL Yes N/A A LATCH SIDE OF DOOR,BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL 1. TO INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF FINISH MATERIALS. 105 ADA RESTROOM PC-1 MCB-1 P-2/CT-1/[T-2 P-2/CT-1/CT-2 P-2/CT-1/CT-2 P-2/CT-1/CT-2 - SDS-1 1 MATERIALS. PIVOT NORTH ARCHITECTURE,PLLC. 107 IT ROOM 107 IT Yes N/A A LATCH SIDE OF DOOR BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL 106 ELEC.ROOM SC-1 RB-1 P-1 P-1 P-1 P-1 2. PLYWOOD WALL PAN EL TO EXTEND FROM FINISH FLOOR TO 8'-0"AFF.A ELD 116 S.6TH STREET 108 FIRE RISER ROOM FIRE RISER N/A C APPLIED TO FACE OF DOOR 107 IT ROOM SC-1 RB-1 PLY-1 PLY-1 PLY-1 PLY-1 _ _ _ VERIFY HORIZONTAL GIRT LOCATION. BOISE,ID 83702 108 FIRERISERROOM FIRE RISER Yes N/A A LATCH SIDE OF DOOR,BOTTOM OF SIGN FLUSH WITH TOP OF WALL PROTECTION PANEL 3. FRP ON PLYWOOD WALL PANEL TO BE SUPPLIED&INSTALLED BY 109 FIRE RISERSC-1 RB-1 RP- P-1 P-1 /F - CONTRACTOR.RE:A8.91 FOR METAL BASE DETAIL. WWW.PIV01NOTtI1(1eS19D.COTO LASED STAIR 101 STAIR TO MEZZANINE Yes N/A A PER ELEVATION WITH BOTTOM OF SIGN AT 48"AFF 109 APPARATUS BAY SC-1 MCB-2 FRP-1 FRP-1 FRP-1 P-1/FRP-1 - 1,3 OPENING 4. INSTALL BROOM FINISH WITH SEALER/DENSIFIER ON CONCRETE FLOORING OF 110 FUTURE BUILDOUT - - - - - - - - - APPARATUS BAY. CASED STAIR1o1 STAIRTOMEZ/ANINE Yes N/A A PER ELEVATION WITH BOTTOM OF SIGN AT 48"AFF STAMP OPENING ZOl STORAGE PLY-1 RB-1 - - - PLY-1 - - - Z aSFD PROFF , rp�yS�M/�/jQ� SIGNAGE GENERAL NOTES /U v �JU/f 94 1.SIGNAGE TYPE,CONSTRUCTION AND MOUNTING TO COMPLY WITH ALL ACCESSIBILITY CODES IN RELATION TO,BUT NOT SCHEDULE-FINISH LEGEND m�F OF�{\ �o LIMITED TO,RAISED CHARACTERS,BRAILLE,PICTOGRAPHS AND MOUNTING LOCATIONS. 9T 0 2.ALL MOUNTING METHODS TO BE NON-EXPOSED FASTENING R FINISH PRODUCT DESCRIPTION MANUFACTURER STYLE/PATTERN/COLOR/FINISH SIZE COMMENTS GENERAL NOTES S SIGN TYPES A B C CG-1 CORNERGUARD INPRO STYLE:ALUMINUM CORNER GUARD 1-1/2"WING 1. RE:ROOM FINISH SCHEDULE SHEET FOR ADDITIONAL INFORMATION ON TYPE:ACRYLIC PAN EL WITH RAISED CHARACTERS TYPE:ACRYLIC PANEL WITH RAISED CHARACTERS TYPE:VINYL APPLIED LETTERS CT-1 CERAMICWALLTILE DALTILE STYLE:COLOR WHEEL LINEAR/COLORARCTIC WHITE FINISH:MATTE 4"x 16" INSTALL:1/2 BRICK OFFSET FLOOR AND M FINISHES. 2. TILE PATTEERNSRNS MUST MAINTAIN EXACT CONFIGURATION SHOWN. SIZE:8"W x5"H SIZE:8"Wx 12"H SIZE:2"H CT-2 CERAMICWALLTILE DALTILE STYLE:COLOR WHEEL UNEAR/COLORARCTIC WHITE FINISH:MATTE 4"x 16"BULLNOSE WITH BRAILLE:GRADE BRAILLE:GRADE COLOR:CONTRASTING WITH DOOR 3. ADDITICOORONAL NAL INFORMATION. CAL AND ELECTRICAL DRAWINGS FOR //��'�/�A \y��■�PICTOGRAPH:6"HIGH CT-3 PORCELAIN WALL BASE DALTILE STYLE:SOCIETY/COLOR:PARK LANE GRAY FINISH:MATTE 4"x24"CUT SQUARE EDGE TILE ADDTIONAL INFORMATION. RIC V/ �1 /��ILLER CF-4 PORCELAIN WALL BASE DALTILE STYLE:SOCIETY COLOR:PARK LANE GRAY FINISH:MATTE 3"x 24"BULLNOSE 4. RE:REFLECTEDCEILING PLANS FOR CEILING AND SOFFIT PAINT COLOR lJJ\ FRP-1 FIBER REINFORCED PANELING CRANE COMPOSITES STYLE:VARIETEX/COLOR:TBD/FINISH.LINEN 4'-0"x8'-0" ALUMINUM TRIM LOCATIONS. HD-1 HARDWARE-DRAWER PULL GLIDERITE HARDWARE STYLE:SOLID SQUARE BAR PULL-87227/FINISH:MATTE BLACK 5"CENTER TO CENTER 5. ALL TILE PATTERNS ARE TO BE FUU.TILES EXCEPT WHERE PATTERN IS INTERRUPTED BY PORTIONS OF BUILDING.SEE INTERIOR ELEVATIONS FOR MCB-1 METAL COVE BASE SCHLUTER STYLE:DILEX AHKA/COLOR:ANNODIZED ALUMINUM ADDITIONAL INFORMATION. MCB-2 METAL COVE BASE CUSTOM ALUMINUM PROFILE RE:A8.91 FOR DETAIL 6. PROVIDE ADA COMPLIANT FLOOR ACCESSORIES FOR FLOORING P-1 PAINT-FIELD SHERWINWIWAMS COLOR:GREEK VILLA-7551/FINISH:FIAT TRANSITIONS. P-2 PAINT-ACCENT SHERWINWIWAMS COLOR:BASIL-6194/FINISH:EGGSHELL 7. NOTALL FLOOR FINISHES ARE SHOWN ON FLOOR FINISH PLANS. BP-3 PAINT-INTERIOR DOOR FRAMES&RAILINGS SHERWINWIWAMS COLOR:IRON ORE-7069/FINISH:SEMIGLOSS - RE:ROOM FINISH SCHEDULE FOR ALL FLOOR FINISH LOCATIONS. SCHEDULE-ACCESSORY P4 PAINT-CELING SHERWIN WILLIAMS COLORAIGH REFLECTIVE WHITE-7757/FINISH:FLAT P-5 PAINT-EXTERIOR FACE OF DOORS SHERWIN WILLIAMS COLOR:TBD/FINISH:SEMI-GLOSS Key Name ACCESSORY MODEL RESPONSIBILITY PC-1 POLISHED CONCRETE FLOOR N/A STYLE:SALT&PEPPER/FINISH:MATTE PL-1 PLASTIC LAMINATE-BASE CABINETS&WY. FORMICA PATTERN:BEIGE ELM 5794-NG SOAP DISPENSER OFOI PL-2 PLASTIC LAMINATE COUNTER ARBORITE PATTERN:INUKSHUK CARBON P346-RM PAPER TOWEL DISPENSER OFOI PLY-1 PLYWOOD N/A FINISH:NON-SLIP CLEAR COAT - TOILET TISSUE DISPENSER OFOI RB-1 RESILIENT WALL BASE ROPPE STYLE:PINNACLE /TOE/COLOR:BLACK BROWN 4"HIGH RA-1 GRAB BARS MANUF:ASI/STYLE:3800/SIZE:PER DRAWINGS/FINISH:MATTE BLACK CFCI RSC-1 RESILIENT STAIR COVERING ROPPE STYLE:RENEW/COLOR:SMOKE-R174/FINISH:HAMMERED INSTALL MATCHING TILES ON LANDING ABBREVIATIONS RA-2 MIRROR MANUF:ASI/STYLE:0600/SIZE:24"x48"/FINISH:MATTE BLACK CFCI SC-1 SEALED CONCRETE N/A FINISH:LIGHT BROOM RA-3 CLOTHES HOOK MANUF:ASI/STYLE:7340-41/FINISH:MATTE BLACK CFCI SDS-1 QUARTZSURFACE WILSONART PATTERN:DESERT VIEW-Q4043 2CM FLOOR FINISHES RA-4 SHOWER CURTAIN ROD MANUF:BOBRICK/STYLE:B-207 SERIES CFCI WP-1 WALL PROTECTION FORMICA STYLE:FORMICA HARDSTOP PANEL/PATTERN:BEIGE ELM 5794-NG 4'HIGH PANELS RUN GRAIN VERTICALLY MCB METAL COVE BASE PC POLISHEDCONCRETE PLY PLYWOODD SC SEALED CONCRETE WALL BASE CT CERAMIC TILE MCB METAL COVE BASE RB RESILIENT BASE o WALL FINISHES } o CG CORNER GUARD CT CERAMIC TILE o FIRE RISER FRP PLASTIC SHEET PANELING J P PAINT 106 WP WALL PROTECTION U CEILINGS U— �Ln CI ELECROOM ITROOM APC ACOUSTICAL PANEL CEILING //I�-T o Al GBD GYPSUM BOARD V M A8.91 106 107 Z m CASEWORK z o PL PLASTICLAMINATE V FLOOR SHEATHING(PLY 1( CORNER GUAR SOS SOLIDSURFACE Q LL z RE:STRUCTURAL DRAWINGS — — — — ® F ADA RESTROOM (/ J � 105 J z LEGEND +� Q a 0 0 U LL > a O z _ / H PRE-ENGINEERED RIGID FRAME STRUCTURE O ADA RESTROOM PROVIDED > BY OTHERS POCHEI L o 104 d V STORAGE FUTURE BUILDOUT 201 110 1 APPARATUS BAY PRE-ENGINEERED RIGID FRAME STRUCTURE KITCHENETTE 109 PROVIDED BY OTHERS(SURFACE) 103 HALLWAY 100 1 WALL PROTECTION WP-1 OFFICE --------- FRP D 122 I m N O CORNER GUAR --_- STAIR CORNERGUARD N l� Project No: 19-029 ------ ----- m Date: 03117@023 I _ O RESILIENT STAIR TREAD/RISER/NOSING I Checked By: TB/RC I W Drawn By: T&AM `--------------------------- ------------------------------- N 4 — J D1 E1 z SheeINaOLe AI.11 A7.11 o 0 0 � O 0 ROOM FINISH =u SCHEDULE, FINISH E2 FINISH FLOOR PLAN-LEVEL 2 E3 FINISH FLOORPLAN LEVEL °C PLANS & SIGNAGE AB.00 1/8"=1'4' H Ln z SCHEDULE O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS Sheet No: A8.00 Pa . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6 NOTES-REFERENCE NOTES 0 1.04 COORDINATE WITH REFLECFED CEILING PLAN..21 BY OTH RICATEDMETATE WITH ARCHIEECTRUCFURE TO HANGES OCCU. pivot ' BY OTHERS.COORDINATE OF PREMANUF ARCHITECT ANY METAL BUILDING ROOF ' 5.22 Z-PERLINSIBEYOND)OF PREMANUFACTURED METAL BUILDING ROOF ASSEMBLY R BE WNGS.0 ED BY COORDINATE n o r t h BUILDING DRAWINGS.COORDINATE WITH ARCHITECF IF ANY CHANGESOCCUR. 6.01 GLULAM BENCH.CLEAR COAT FINISH. 1.10 INSTALL BULLNOSE PIECE AT TOP ROW,TYP. 9.11 INS FALLJOLLY PROFILE TILE MATCHING WALL TILE AT OUTSIDE ACORNERS,TYP. 10A1 O.F.O.I.SOAP DISPENSER LIt O.F.0.1.TOILET PAPER DISPENSER 10.03 O.F.O.I.PAPERTOWELDISPENSER PIVOT NORTH ARCHITECTURE,PLLC. 22.04 INSULATE EXPOSED PLUMBING,TYP. 116 S.6TH STREET 26.02 COORDINATEWITHUGHTINGPIANS. BOISE,ID 83702 26.04 LIGHT FIXTURE.COORDINATE WITH ELECTRICAL DRAWINGS. WWWPIvotnorthdesign.com 1.04 26.oa STAMP aDFc 7YP 5.21 �� v A 94 7 N�gTF OF �4'-"1 1 GENERAL NOTES 5 m000000 ^0 1. RE:ROOM FINISH SCHEDULE AND FINISH FLOOR PLANS FOR MATERIAL AND m000000 O OOOOOm m000000 0 OOOOOm FINISH INFORMATION. m000000 O OOOOOm m000000 `�-J OOOOOm 2. RE:BUILDING INFORMATION SHEETS FOR CODE AND FIRE INFORMATION. m000000 O OOOOOm m000000 0 B. RE:FLOOR PLANSAND DOOR SCHEDULE FOR DOOR AND FAAMETYPES. //��'��//��\y�� 4. PROVIDE RWB OR SCHEDULED BASEATALLTOESPACESOFALL CABINETS, RIC V/J�V(/ll��ILLER SIDES OF CABINETS AND ALL KNEE SPACES BELOW CABINETS.RE:DIVISION 9, lJ SECTION"RESILIENT BASE AND ACCESSORIES" 5. PROVIDE BLOCKING FOR ALL WALL-MOUNTED ACCESSORIES AND EQUIPMENT. 6. PAINTALL EXPOSED STEEL RAILING ASSEMBLY AND ANGLE P-3.RE:FINISH SCHEDULE. B D o o o LEGEND ® D ® t) 0 PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS (CUT POCHE) PANELSIGNAGE PRE-ENGINEERED RIGID FRAME STRUCTURE PROVIDED BY OTHERS CORNERGUARD FIBERGLASS REINFORCED PANEL Al (SURFACE) STEEL GUARD 5.22 A111 METAL COVE BASE(MCB-2) CASEWORK TAG LEGEND B2 APPARATUS BAY-109 WEST REF NOTE FOR A$.51 1/4"=V-0" DESCRIPTIONOFAN "M"INDICATES CABINET EXPANDED MODIFICATION qp IS MODIFIED MODEL NUMBER � /36 16-DEPTH WIDTH l 36"_HEIGHT Extra Shelf'_DESCRIPTION OF SIMPLE MODIFICATION MODEL NUMBER INDICATES MODEL NUMBER OF AWS CABINET. } PANELSIGNAGE INTERIOR PAINT INDICATES A MODIFIED VERSION OF THE AWS J M CABINET MODEL REPRESENTED BY THE PRECEDING NUMBER. U Ln AB 91 ADESCRIPTION OF THE MODIFICATION MADE MODIFICATION INDICATED BY THE FOLLOWING THE MODEL c=l NUMBER. //IV�� 0 A2 ki W A891 / INDICATES WIDTH OF CABINET,DIMENSIONED Z WIDTH p _ FROM OUTSIDE FACE TO OUTSIDE FACE. INDICATES DEPTH OF CABINET,DIMENSIONED Z DEPTH FROM FACE OF WALL TO FACE OF CABINET Q LL 101/2" [ORNERGUAR 4'-0" CORNERGUAR EXCLUDING CABINET DOOR WHEN DOOR Z _T__1,_ WALL PROTECTION APPLIES, TYP. PORCELAIN TILE WALL BASE(CT-3) INDICATES HEIGHT OF CABINET,DIMENSIONED H FROM FACE OF FINISHED FLOOR TO TOP OF J HEIGHT COUNTERTOP FOR BASE CABINETS AND FROMBO TOM OF J z C2 HALLWAY-EAST UPPER CABINETS CABINET TO TOP OF CABIN ET FOR Q > A8.51 1/4"=V-0" U LL } z O OU L p d � V 9.10 CERAMIC WALL TIL .F.C.I.MIRROR 9.10 CERAMIC WALLTILE 0 j^l AAB BARS WALL-MOUNTED SHOWER CURTAIN,ROD&HOOKS INTERIOR PAINT INTERIOR PAIM 10.01 I CLOTHES HOOK (P-2 I GRAB BARI 10.01 10.02 D9.11 3'-0" SHOWER INSERT,RE:PLUMB.SCHEDULE - UARTZ COUNTERTOPS I - C'n C1 = (SDS-1) I 10.02 f11 2204 I _ = L-SHAPED SHOWER SEAT Q I METAL COVE BASE ME 91 AS 91 22.04 10.02 L-GLULAM BENCH,CLEAR COAT FINISH. Projm Oataect No: 19-029 03117@023 O I Checked By: TB/RC D5 ADA RR 105 WEST D4 ADA RR-105 NORTH D3 ADA RR-105 EAST D6 ADA RR 105 SOUTH Drawn By: AMIMH A8.51 1/4"=V-0" A8.51 1/4"=V-0" A8.51 1/4"=P-0" A8.51 1/4"=p-0" L u N z SheeIName: 17` 3D1 4" 34' 3D2 i QTY O INTERIOR 26" 26" =u ELEVATIONS O 1 - PLASTIC LAMINATE FACED COUNTERTOP CITY APPROVED PLANS u 426.04 __ PLASTIC-LAMINATE-FACED CABINET E O.F.C.I.MICROWAVE _. O.F.0.1.ICEMAKER O 101 ReVlewellfoP Code Compliance O.F.O.I.REFRIGERATOR/FREEZER PLANS MUST BE ON JOB SITE 3'-0" Sheer No: 2 151 z3 FOR ALL INSPECTIONS SOOM 34" 211 423 28" 23„ 1B. 23" 21" 24" 34„ 34�� &.. DRAWER BELOW A8.51 E4 KITCHENETTE-104 NORTH A8.51 1/4"=V-0" Pa I 1 2 3 4 5 6 NOTES-REFERENCE NOTES O CLEAR SILICONE SEALANT 1 n 8-4 AFF - SHOWER INSERT&FLANGE 1.01 COORDINATE WITH STRUCTURALREFLECTED COMING INGS PLAN I�O 1.04 COORDINATE WITH REFLECTED CEILING PLAN. ALUMINUM I-CHANNEL AT TOP OF FRP PARTITION TYPE PER PLANS _ 1.14 WHERE OCCURS PANEL TYP. WALL PROTECTION CAULKJOINT n1 - 1.15 RE:FLOOR PLANS,WALL TYPES,AND/OR WALL SECTIONS. ?ail 5.05 1-1/2"DIAMETER STEEL RAIL RAIL WELDED TO STEEL STEEL POST. O 5.05 1-1/2"DIAMETER STEEL AAILWELDEDTO STEELPOST. CORNER GUAR si �� 5.06 1-1/2"DIAMETER STEEL POST. INSTALL WALL TILE OVER si 5.07 11/2'DIAMETER STEEL RAIL WELDEED TO STEEL POST. SHOWER FLANGE WALLTILE.USE BULLNOSE 6 FEET HIGH,MECHANICALLY PIECE AT OUTSIDE CORNERS i ii 5.08 11/2'PIPE SLEEVE,HINGE WELD TO STEEL PLATE. FASTEN TO WALL 5.09 11/4"%1/4"DIAMETER STEEL TAB,HINGE WELD TO STEEL POST, PROVIDE I/2"DIAMETER HOLE FOR SECURING CLOSED. FRP PANEL ON PLYWOOD BY YPSUM WALL BOARD,TYPE X �i 'i 5.10 I1/VX4"STEEL PLATE WELDED TO STEEL POST. CONTRACTOR DIMENSIONAL LUMBER FRAMING ' 5.11 21/2"%4"COLLARTO RECEIVE STEELPOST,WELDED TO STEEL ANGLE. PIVOT NORTH ARCHITECTURE,PLLC. I 1si 5.12 1/2"X 3"STEEL LAG BOLT.ENSURE BACKING SECURED BEHIND 116 S.6TH STREET STAINLESS STEEL BASE(MCB-2) A2 TYP CORNER GUARD DETAIL A5 TILE @ SHOWER FLANGE ��. FASTENER. BOISE,ID 83702 A8.91 3"=V-0" Ag•91 3"=V-0" 5.13 6"X3"X 3/16"STEEL ANGLE. WWW.pivotnorthdesign.com I2"x2")STEEL ANGLE _ �i '� 5.25 COUNTERSINK SCREW 24"O.C. PROVIDE ALONG EXTERIOR WALL FRP 'i 6.01 GLULAM BENCH.CLEAR COAT FINISH. STAMP ' 6.05 GLULAM LEG.CLEAR COAT FINISH. S�PROFp�,/ 6.06 SCREW BOTTOM OF GLU LAM BENCH WITHIN POCKET HOLE JOINERY �F�VyGPtITp�l qYy TO BLOCKING. Al METAL COVE BASE(MCB-2)DETAIL GYPSUM WALL BOARD,YPEX 607 COUNTERSUNK SDS SCREW. v AR�9�/194 7.02 ADHESIVE A$.91 3"=V-0" 9.07 REVEAL AT TOP AND SIDES OF MIRROR. qTF OF �R DIMENSIONAL LUMBER FRAMING 5 _ WALL PROTECTION INTERIOR PARTITION-SEE WALLTYPES 9.08 RE:FINISH SCHEDULES X%.%% 9.09 TEMPERED HARDBOARD TO MATCH THICKNESS OF WALL TILE.PAINT TO MATCH WALL. 1�� i ALUMNINUML-SHAPETRIMAT SIM. EXPOSED EDGE,CAULK AT FRAME ~HOLLOW METAL FRAME CONT.SEALANT @WALL WALL PROTECTION WHERE OCCURS-SEE YP BEYOND TYP SECTION DETAIL L PROTECTION WALL FINISH PLANS RIGID COVE BACKER-TYP.AT ALL COVED 1-METAL EDGE T ---- RIC§CergusMILLER B2 TYP WALL PROTECTION AT DOOR FRAME(PLAN) VINYL NEWSHEETVINYL 11/2" 5.04 11/2" 5.� TYP 2)MIRRORED) A$.91 3"=1-D SHEET CONCRETE FLOOR 4 0 B SEE PLAN B3 COVED BASE DETAIL B4 PLAN-RAILING GATE GENERAL NOTES E4 E4 A8.91 3"=1'-0" A8.91 11/2"=V-0" 6.01 1. RE:ROOM FINISH SCHEDULE AND FINISH FLOOR PLANS FOR MATERIAL AND FINISH INFORMATION. TYP. 2. RE:BUILDING INFORMATION SHEETS FORCODEAND FIRE INFORMATION. SECTION DETAIL 3. RE:FLOORPLANS AND DOOR SCHEDULE FOR DOOR AND FRAME TYPES. 4. PROVIDE RWB OR SCHEDULED BASE ATALL TOE SPACES OF ALL CABINETS, 3'-101/2" SIDES OF CABINETS AND ALL KNEE SPACES BELOWCABINETS.RE:DIVISION91 WOOD BLOCKING/NAILER 6.06 SECTION'RESILIENT BASE AND ACCESSORIES". 11/2" T-71/2' 11/2" 5. PROVIDE BLOCKING FOR ALL WALL-MOUNTED ACCESSORIES AND EQUIPMENT. 1.15 - 5.06 6. PAINTALL EXPOSED STEEL RAILING ASSEMBLY AND ANGLE P-3.RE:FINISH 1.14 6.05 5.04 ttP SCHEDULE. f WALLTILE 5.04 J. 5.07 5.07 ttP J. ttP a 1'-8" ui TYP O 5.08 5.09 PLAN SECTION ttP J O U m C1 RESTROOM BENCH DETAIL Lai L C A8.91 11/2"=V-0" STORAGE Ur m BLOCKING EACH SIDE OF CABINET 211 Z 00 00 LINE RECESS TO RECEIVE ATTACHED TO STUDS.ALSO USE O a - 0 CABINET WITH S/8"GYPSUM WOOD STUD HEADER AND Z J BOARD ALL AROUND-TOP AND BLOCKING ABOVE AND BELOW 5.06 Q 9.07 CABINET. OrEQ BOTTOM,BOTH SIDES ND APPARATUS BACK. BAY z109 � -w LEV - _ _ - LEVEL 110 110' 9.09 4 42 +� FIRE EXTINGUISHER = = r 0 0 CABINET SECrION INTERIOR PARTITION-SEE WALL L 5.11 / 0 0 5.13 7 O c a O > • A8.91 L O a A 1.01 DIMENSIONALLUMBER FRAMING 0_ o - GYPSUM WALLBOARD,TYPE% 1.15 ELEVATION D2 FIRE EXTINGUISHER CABINET DETAIL SEMI RECESSED D3 REMOVABLE RAIL SECTION DETAIL D4 ELEVATION RAILING GATE CF.C.I.MIRROR A8.91 3"=1�0„ A8.91 11/2"=1'0" D A8.91 11/2"=1'-0" 9.08 5.06 ch 7.02 5.11 0 saz TYP N 1.15 QUARTZ COUNTERTOP LEVEL2 UNDERMOUNTSINK,RE:PLUMBING INTERIOR CLEAR SILICONE SEALANT o 1tJ, Project No: 19.029 ALUMINUM I-CHANNEL AT TOP AND PARTITION- m Date: 03117I2023 2 0 BOTTOM OF PANEL,ttP. FASTENER PER SEE WALL TYPES o O MANUFACTURERS T Checked By: TBI n 4'-0"AFF RECOMMENDATIONS o ___ TO Drawn By: TB/AM/NTH CONTINUOUS 6 PLASTIC RETAINER (� STORAGE STEEL ANGLE S h e e t N a m e 201 Z LEVEL 2 _ DIMENSIONAL 110'-4' EQ EQ INTERIOR DETAILS LUMBER MATCH EXIST. PLASTIC U 1.01 - _ FRAMING CORNER GUARD ' 61/2 o AT VERTICAL JOINTS PROVIDE ALUMINUM GYPSUM WALL m a _ s U-CHANNEL,RE:ELEVATION BOARD,TYPE5/811 FUTURE E4 CORNER GUARD DETAIL E6 REMOVABLE RAIL DETAIL ELEVATION (% WALL PROTECTION PANEL)WP-1). _ A$.91 3„=1�0„ g � CONCEALED IN-WALL COUNTER LL BULDOUT -` A$,91 3"=1'-0" Z SUPPORT BRACKET 110 CITY APPROVED PLANS u E WALLRE:ROOM FINISHH SCHEDULE \ACOUSTICAL Reviewed for Code Compliance SCHEDULE PORCELAIN TILE BASE(CT-3) �i wsr ,-3 L3 HALLWAY wsss OFFICE O PANELCEILING 1.04 TYPO PLANS MUST BE ON JOB SITE LEVELI 100I F102 Sheet No: e lao' FOR ALL INSPECTIONS E1 SECTION @ RESTROOM SINK E2 LAMINATE FACED WALL PANEL E3 MEZZANINE FLOOR DETAIL @ HALLWAY 100 A8.9 A8.91 11/2"=V-0„ A8.91 3„=V-0„ A8.91 1 =1'-0 Pa - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . 1 2 3 4 5 6 NOTES-REFERENCE NOTES O STORAGE 201 GRID 1.01 COORDINATE WITH STRUCTURAL DRAWINGS. LEVEL S.21 COORDIPREFABRATE ICATED METAL BUILDING DCEILINGSTEE PLAN. ivot 5.21 PREFABRICATED METAL BUILDING STEEL STRUCTURE TO BE PROVIDED 110-4" BY OTHERS.COORDINATE WITH ARCHITECT IF ANY CHANGES OCCUR. 1.01 23.02 COOMECHANICAL EWBH MECHANICAL COORDINATE WITH. O 23.02 MECHANICAL EQUIPMENT.COORDINATE WITH MECHANICAL GYPSUM WALL BOARD,TYPE X DRAWINGS. 11/2"COLD ROLLED STEEL CHANNEL = I5/8 ttP) 26 LIGHT FIXTURE.COORDINATE WITH ELECTRICAL DRAWINGS. GYP. fth BE. @ 48"O.C. e A . 1.04 04 Ac0U5TICAL PIVOT NORTH ARCHITECTURE,PLLC. STAIR PANEL CEILING 2"MIN 116 S.6TH STREET 1-01-1 BOISE,ID 83702 www.pivotnorthdesign.com 7/8"HAT CHANNELS@ was STAMP v�aS�,ryP,F 24"O.C. V p�" Cl 4Yy - 6J�AOUSTICAL r��/6�Tj1 1.04 PANEL CEILING LW Af��p�h 94 Al SUSPENDED CEILING DETAIL `A2 SOFFIT DETAIL A4 STAIR CEILING TO MEZZANINE WALL DETAIL A5 CEILING DETAIL @ APC TO EXISTING WALL N1gTF OF A9.o1 11/2°=1'-0° A9.01 11/2"=1'-0" A9.01 11/z°=r-o° GENERAL NOTES s 1. COORDINATE WITH MECHANICALAND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL ITEMS TO BE PROVIDED AT THE CEILING PLANE AND IN THE WORK. 2. CENTER ALL LIGHT FIXTURES AND SPRINKLER HEADS IN THEIR RESPECTIVE //��'��(//��A \y��■� CEI LING PANEL RIC e J usmILLER 3. ALL SOFFIT DIMENSIONS SHOWN ARE TO FACE OF FINISH. lJ 4. COORDINATE WITH MECHANICAL&ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR PHYSICAL SIZES OF ALL CEILING GRILLES,DIFFUSERS, FIXTURES,CANS,AND ALL RELATED ITEMS. S. PROVIDE ACCESS PANELS IN HARD LID CEILINGS AS REQUIRED TO MAINTAIN AND ADJUST MECHANICAL EQUIPMENT. LEGEND BNOTE:PROVIDE PERIMETER SUPPORTING CLOSURE ANGLE. RIVET METAL ANGLE ONE END OF ANGLE CEILING GRID ADJACENT ID S.ATTACHEDHEOPP SITE EDGE TO T-BAR @ WITH ACOUS IC L PANE SUSPENSION CEILING UNITS, ' CLOSURE ANGLE ON TWO ADJACENT SIDES.THE OPPOSITE 24"O.0 WITH ACOUSTICAL PANEL CEILING UNITS,APC-1, ENDS SHALL HAVE A 3/4"CLEARANCE FROM THE WALLAND 5HALL REST UPON AND BE FREE TO SLIDE ON CLOSURE HEAVY-DU U.O.N.RE:DIVISION 091N THE SPECIFICATIONS. HEAVY-DUTY ANGLE. T-BAR GRID SYSTEM 6 5 4 12P p^ 3 2 1 GYPSUM BOARD CEILING ON STEEL FRAMING CEILING PANEL SLIP AND SUPPORT SYSTEM.PAINT-P-4,U.O.N. JOINT(NO RIVET) 26'-0" 25'-0" 25'-0" 25'-0" 26'-0" RE:DIVISION 09IN THE SPECIFICATIONS. O.T.S. OPEN TO STRUCTURE 3/4"MIN B2 B4 El A3.10 A3.10 A3.10 A.1 0C 3 FUTURE BUILDOUT(PHASE II-TI( LAY-IN ACOUSTIC 7/8" CEILING PANEL SCHEDULED WALL PRE-ENGINEERED RIGID FRAME STRUCTURE AS Em PROVIDED BY OTHERS(CUT POCHE) A9.01 PRE-ENGINEERED RIGID FRAME STRUCTURE C1 TYPICAL LAY IN CEILING TILE EDGE DETAIL E FIRE RISER PROVIDED BY OTHERS(SURFACE) I I _ 5.21 ttPVERTICAL SERVICE DROP/CHASE. 0 o ELEC. - _ COORDINATE WITH MECHANICAL DRAWINGS. U m C ROOM Q T ROOM V Ln LIGHTING FIXTURES. � 106 ° COORDINATE WITH ELECTRICAL DRAWINGS. O `i (D .TS. 107 \../ m 5.21 00 ® O.T.S. I Z W HALLWAY X'-%"A.EF. CEILING HEIGHT ABOVE FINISH FLOOR 7 V 26.04 L 100 � ttP � J LL E3 F.F. - E3 VERTICAL HANGER A3.10 0 0 5'-111/2" A3.10 WIRES 4'-0"OC 15/8"STUD ° ADA J FOR COMPRESSION ° B'-D"A.F.F. RESTROOM J z SPLAY HANGER WIRE AT FUTURE APPARATUS 12'-0"O.C.EACH PLANE, C� I� SOS +-' Q EACH RUNNER 2"MIN BUILDOUT BAY U LL } 110 ADA F 109 .^ L O.T.S. ° O.T.S. z3.oz = u / RESTROOM YP O > 45 deg.MAX 45 deg.MAX T A2 -0"A.F.F.A.EF. 04 / KITCHENETTE 26. TYP 2"MIN `Qo�QJNN,Q 41q/H�UNNf/1 103 23.01 E 9 OFFICE 02 A3.1 - 0 0 8'-O"A.F.F. p D1 TYPICAL SEISMIC BRACING DETAIL-01Mt==I A9.01 12"=V-0" a c3 f n A3.10 B-0"A.F.F. ® A3.10 N �J -------- -a4 -- STAIR - -------- - B O I A9.01 101 i I I O.T.S. r-i Project No: 19.029 m Date: 03117/2023 Q 2302 I Checked By: TIVRC I I I ASri w Drawn By: TB/AM FIRSTLINEOF A9.01 DS BRACING �_-_-_- _-_-_-_-_- N A9.01 LESS FROM WALL A A z S h e e t N a m e BOUNDARY O SUSPENSION SYSTEM III U COMPOSITE CEILING 46 u PLAN - LEVEL 1 & B2 CEILING DETAILS b GA t4` A3.10 A3.10 A3.10 A3.10 - - - - y I I I I � V I A � z '1 CITY APPROVED PLANS Ov 0 E 5 4 3 2 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 0 E1 TYPICAL SEISMIC BRACING DETAIL-02 E2 COMPOSITE CEILING PLAN-LEVEL 1r--i A9.01 12"=V-0" A9.01 1/8'.=1'-0" FOR ALL INSPECTIONS Sheet N o A9.01 Pa 1 2 3 4 5 6 STRUCTURAL SHEET INDEX STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS • AS EXISTING EW EACH WAY OF OUTSIDE FACE pivot ' AS ANCHOR BOLT EXP EXPANSION OPNG OPENING ISSUE LOG ADD'L ADDITIONAL EXT EXTERIOR OPP OPPOSITE 10 - GRIDLINE CONCRETE WALL ABOVE ADJ ADJUSTABLE F FLOOR DRAIN PAF POWER ACTUATED FASTENER n o r t h AESS ARCHITECTURALLY EXPOSED FD FLOOR DRAIN PC PIECE O STRUCTURAL STEEL FDN FOUNDATION PC PILE CAP AFF ABOVE FINISH FLOOR � SURFACE-SLOPE UP CMU WALL ABOVE SHEET SHEET NAME 8� FF FINISH FLOOR PEN PENETRATION NUMBER �Q- ANCH ANCHOR FLR FLOOR PJP PARTIAL JOINT PENETRATION T U R E Q ARCH ARCHITECTURAL FOB FACE OF BUILDING PL PLATE SURFACE-STEPPED WOOD/CFS STRUCTURAL Vv A S0.00 ABBREVIATIONS,SYMBOLS AND SHEET INDEX B.O. BOTTOM OF FS FAR SIDE PLWD PLYWOOD S1.01 GENERAL NOTES BLDG BUILDING FT FEET PSF POUNDS PER SQUARE FOOT S1.02 GENERAL NOTES BLKG BLOCKING FTG FOOTING PSI POUNDS PER SQUARE INCH SURFACE-SLOPE DOWN E__________E WALL BELOW PIVOT NORTH ARCHITECTURE,PLLC. S2.01 LEVEL 1-COMPOSITE FLOOR PLAN BM BEAM GA GAUGE PT POST-TENSIONED '7T77� S2.02 LEVEL 2-COMPOSITE FLOOR PLAN BIN DIAPHRAGM BOUNDARY NAILING GALV GALVANIZED PT PRESERVATIVE-TREATED 1101 W.GROVE STREET S.01 CONCRETE DETAILS BOT BOTTOM GB GRADE BEAM PWT PREFABRICATED WOOD TRUSS BOISE,ID 83702 BRG BEARING GE N GENERAL R RADIUS SURFACE-SLOPE TWO WAVS www. ivotnorthdesi n com S7.01 WOOD FRAMING DETAILS �j, P 9 S7.02 WOOD FRAMING DETAILS BSMT BASEMENT GL GLUED LAMINATED TIMBER RD ROOF DRAIN S7.03 TYPICAL COLD FORMED STEEL DETAILS BTWN BETWEEN GOV GOVERNMENT REINF REINFORCING C CAMBER GR GRADE REQ'D REQUIRED UNDISTURBED SOIL,COMPACTED SOIL,BACKFILL,OR STAMP ISSUE LOG KEY: CAP CAPACITY �/�i\�� SS��Mt EN�� X ISSUED AS PART OF A SET GWB GYPSUM WALL BOARD RND ROUND / ANY PREPARED SUBGRADE. o'ce��t e rea omF� CC CENTER TO CENTER HF HEM-FIR RO ROUGH OPENING - NOT AS PART OF ISSUED SET CDF CONTROLLED DENSITY FILL HGR HANGER RTN RETURN a 12 3 FOR INFORMATION ONLY PLAN CIP CAST-IN-PLACE W HK HOOK SC SLIP CRITICAL NORTH CJ CONSTRUCTION OR CONTROL JOINT HORIZ HORIZONTAL SCHED SCHEDULE `GoseryF of Pa CJP COMPLETE JOINT PENETRATION HP HIGH POINT SECT SECTION NORTH ARROW M.w\ CL CENTERLINE HSS HOLLOW STRUCTURAL SECTION SFRS SEISMIC FORCE-RESISTING SYSTEM CLG CEILING IBC INTERNATIONAL BUILDING CODE BHT SHEET CLR CLEAR ID INSIDE DIAMETER SHTG SHEATHING CMU CONCRETE MASONRY UNIT IE INVERT ELEVATION SIM SIMILAR X DETAIL SYMBOL COL COLUMN IF INSIDE FACE SOG SLAB-ON-GRADE SX.XX F�///-yarn �`y,Yw, CONN CONCRETE IN INCH SPEC SPECIFICATION Rl�i�V/ l,..ILLER CONN CONNECTION INFO INFORMATION SQ SQUARE ✓ IIJJ CONST CONSTRUCTION INT INTERIOR SS STAINLESS STEEL CONT CONTINUOUS JST JOIST STD STANDARD SX.XX BUILDING SECTION CUTS COORD COORDINATE JT JOINT STIFF STIFFENER CTR CENTER K KIP(1,000 LBS.) STIRR STIRRUP CY CUBIC YARD KSF KIPS PER SQUARE FOOT STL STEEL X ELEVATION OF WALL OR FRAME DBA DEFORMED BAR ANCHOR LF LINEAL FOOT STRUCT STRUCTURAL SX.X DBL DOUBLE LFH LONG FACE HORIZONTAL SUPP SUPPORT DCW DEMAND CRITICAL WELD LLH LONG LEG HORIZONTAL SYM SYMMETRICAL m DEMO DEMOLISH LLV LONG LEG VERTICAL T&B TOP AND BOTTOM A A DETAIL SECTION E DIET DETAIL LNGT LONGITUDINAL T&G TONGUE AND GROOVE DF DOUGLAS FIR LP LOW POINT T.O. TOP OF a N 9 x DIA DIAMETER LSL LAMINATED STRAND LUMBER THK THICK(NESS) DIAG DIAGONAL T.O.XXXX LVL LAMINATED VENEER LUMBER THRU THROUGH EL SPOT ELEVATION AS INDICATED =XX'_XX" DKG DECKING MAX MAXIMUM TRANS TRANSVERSE T.O.DECK DIN DOWN MECH MECHANICAL TYP TYPICAL T.O.CONC. DWF DEFORMED WIRE FABRIC MFR MANUFACTURER UNO UNLESS NOTED OTHERWISE T.O.STEEL DWG DRAWING MIN MINIMUM UT ULTRASONIC TESTING DECK RG OWL DOWEL MISC MISCELLANEOUS VERT VERTICAL EA EACH NIC NOT IN CONTRACT VIF VERIFY IN FIELD LEVEL EF EACH FACE NO NUMBER W/ WITH ELEVATION OF LEVEL EL ELEVATION NOM NOMINAL W/O WITHOUT ELECT ELECTRICAL INS NEARSIDE WD WOOD ELEV ELEVATOR INS NONSHRINK WF WIDE FLANGE 'WP WORKPOINT EN PANEL EDGE NAILING NTS NOT TO SCALE WHS WELDED HEADED STUD EQ EQUAL OR EQUIPMENT OC ON CENTER WP WORK POINT DINES EACH SIDE OD OUTSIDE DIAMETER DIRECTION OF DOWNWARD SLOPE Lu Z Lu U ('D Z m Ln C Z O Qoo m m O vi Lu J N ZLL z_ LJ_ ISOMETRIC VIEWS J J z U L.L. } z O _ u O u L p d � V D cn cV O fV l� Project No: 10212100013 m Date: 03,17.2023 O Checked By: JW Drawn By: KPFF Lu z z Sheet Name: - 0 ABBREVIATIONS, u SYMBOLS AND SHEET � INDEX z O CITY APPROVED PLANS v EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS sheet No: SO.00 0 N Pa 1 2 3 4 5 6 GENERAL STRUCTURAL NOTES • CAST-IN-PLACE CONCRETE: FOUNDATION: GENERAL: pivot DESIGN CRITERIA: O GENERAL: GEOTECHNICAL INVESTIGATION: FLOOR LIVE LOADS: STRUCTURAL DRAWINGS: 1. COMPLY WITH THE PROVISIONS OF ACI 301 AND ACI 117,EXCEPT AS MODIFIED BY THESE CONTRACT DOCUMENTS. 1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORTS MEZZANINE FLOOR 125 PSF(NO REDUCTION) 1. STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH fth 2. MANUFACTURER QUALIFICATIONS:CERTIFIED ACCORDING TO NRMCA's"CERTIFICATION OF READY MIXED AND SUPPLEMENTS/ADDENDUMS.COPIES OF THE REPORTS SHALL BE AVAILABLE AT THE JOBSITE AT ALL TIMES. OTHER DRAWINGS,SPECIFICATIONS,AND DOCUMENTS ENUMERATED IN THE OWNER/CONTRACTOR AGREEMENT. _T U R E CONCRETE PRODUCTION FACILITIES. STAIRS 100 PSF(NO REDUCTION) A REPORT/ADDENDUM TITLE PREPARED BY DATE 2. REVIEW AND COORDINATE THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCY IDENTIFIED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT SO PRODUCTS: ROOF LIVE LOADS: THAT A CLARIFICATION CAN BE ISSUED.ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE. GEOTECHNICAL FIRE ENGINEERING REPORT FOR ATLAS 07.28.20 ROOF 20 PSF(REDUCIBLE) PIVOT NORTH ARCHITECTURE,PLLC. 1. CONCRETE MIXTURES:PREPARE DESIGN MIXTURES FOR EACH TYPE AND STRENGTH OF CONCRETE,PROPORTIONED TWIN FALLS FIRE TRAINING FACILITY-T200068G 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ON THE BASIS OF LABRATORY TRIAL MIXTURES OR FIELD TEST DATA OR BOTH,ACCORDING TO ACI 301. WHERE NO DETAILS ARE GIVEN,CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 1101 W.GROVE STREET ROOF SNOW LOADS:(SECTION 1603.1.3 OF THE CODE): BOISE,ID 83702 CONCRETE MIXTURES CODE REQUIREMENTS AND REFERENCED STANDARDS: WWW.pivotnorthdesign.com LOCATIONS IN STRUCTURE DESIGN MAX UNIT MAX W/C TARGET AIR EXPOSURE GROUND SNOW LOAD:Pe=15 PSF STRENGTH WEIGHT RATIO CONTENT CATEGORIES GEOTECHNICAL DESIGN CRITERIA: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: FOOTINGS AND FOUNDATION WALLS 4,000 PSI 145 PCF 0.45 7.5% F0,50,W0,CO SPREAD OR CONTINUOUS FOOTINGS: FLAT ROOF SNOW LOAD: Pr=12.6 PSF 2018 INTERNATIONAL BUILDING CODE(IBC)AND LATEST REVISIONS REFERRED TO HERE AS"THE CODE",AND ANY STAMP Ss�axnt EN�� EXTERIOR SLAB ON GRADE 4,000 PSI 145 PCF 0.45 0.0% F0,S0,W0,CO MINIMUM SNOW LOAD: Pm=25 PSF OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK AND THOSE CODES& ALLOWABLE LATERAL STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. CURBS,PADS,TOPPING SLABS,ETC. 3,000 PSI 145 PCF 0.50 0.0% FO,SO,WO,CO ALLOWABLE MINIMUM RESISTANCE SNOW EXPOSURE FACTOR:C.=1.0 a 1 2 3 ANTICIPATED SUBGRADE INTERIOR SLAB ON GRADE 4,000 PSI 145 PCF 0.40 0.0% F0,S0,W0,CO BEARING BEARING FROST MODULUS 2. ASTM SPECIFICATIONS AND REFERENCED STANDARDS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN �✓' MATERIAL CAPACITY DEPTH PASSIVE COEFFICIENT SNOW LOAD IMPORTANCE FACTOR: Is=1.0 CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD. �o of�op�pa RESISTANCE OF FRICTION sF ' EXECUTION: COMPETENT,UNDISTRUBED, SLOPE FACTOR: Cs=1.0 EXISTING CONDITIONS: b M.W�� NATIVE LEAN CLAY SOILS, THERMAL FACTOR:Ct=1.2 1. VERIFY EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS PRIOR TO STARTING CONSTRUCTION.NOTIFY THE 1. OPENINGS,POCKETS,ETC.,LARGER THAN 6"SHALL NOT BE PLACED IN CONCRETE SLABS,DECKS,OR WALLS SANDY SILTY CLAY SOILS, 1500 PSF 30 IN. 303 PSF/FT 0.35 N/A UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN DRAWINGS BY SANDY SILT SOILS,OR ARCHITECT ANY DISCREPANCIES OR INCONSISTENCIES. OTHERS SHOW OPENINGS,POCKETS,ETC.,LARGER THAN 6"NOT SHOWN ON THE STRUCTURAL DRAWINGS. COMPACTED STRUCTURAL FILL RAIN LOADS: 2. INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED 2. PIPES AND CONDUITS EMBEDDED IN CONCRETE: STRUCTURES,SUCH AS CESSPOOLS,CISTERNS,FOUNDATIONS,ETC.IF ANY SUCH STRUCTURES ARE FOUND, r�///-(/`��'�/�A \y��■� RAIN INTENSITY:1=4in/hr NOTIFY THE ARCHITECT IMMEDIATELY. RI��y V/ �1 /��ILLER A. PIPES LARGER THAN 1-1/2"DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE FOUNDATION REQUIREMENTS: ✓ lJ\J SPECIFICALLY APPROVED BY ARCHITECT. WIND DESIGN DATA: TEMPORARY CONDITIONS: B. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. 1. STRUCTURAL FILL:COMPACT ALL SOIL BELOW FOUNDATIONS AND SLABS-ON-GRADE TO MINIMUM 95%OF OPTIMUM DRY DENSITY PER ASTM D1557. WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF THE CODE. 1. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE THE METHOD OF C. DO NOT STACK CONDUITS.SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF AT A MINIMUM OF 3 CONSTRUCTION.PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND 1 1/2"CLEAR FROM REINFORCING BARS. 2. FROST PROTECTION:AT EXTERIOR FOOTINGS,PROVIDE MINIMUM FROST DEPTH INDICATED IN SCHEDULE FROM RISK CATEGORY:II INCLUDING BRACING,SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO LOWEST ADJACENT GRADE TO BOTTOM OF FOOTING.VERIFY THAT FOOTING ELEVATIONS AND FINAL GRADES THE SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. D. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. INDICATED WILL PROVIDED THIS MINIMUM DEPTH. NOTIFY ARCHITECT OF ANY LOCATIONS THAT MAY NOT ACHIEVE BASIC WIND SPEED:V=115 MPH(3-SECOND GUST) THIS MINIMUM FROST DEPTH. 2. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION.MAKE 6 WIND EXPOSURE:B PROVISIONS IN THE CONSTRUCTION SEQUENCING OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE,CREEP, m 3. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT 3. PROVIDE DE-WATERING OF EXCAVATIONS FROM SURFACE WATER,GROUND WATER AND/OR SEEPAGE. SHORTENING,THERMAL EXPANSION,ETC. m REINFORCING WHICH MAY CONFLICT.CORING IN CONCRETE IS NOT PERMITTED WITHOUT ARCHITECT REVIEW AND INTERNAL PRESSURE COEFFICIENT:GC,=±0.18 E APPROVAL. 4. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING 3. SPREAD OUT CONSTRUCTION MATERIALS IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE °' CONCRETE AND REINFORCING. DESIGN LIVE LOAD PER SQUARE FOOT. 4. SCREED CONCRETE FILL OVER STEEL DECK TO A CONSTANT THICKNESS AS SPECIFIED IN THE DECKING n N g x SCHEDULE. DO NOT EXCEED THE SPECIFIED DECK THICKNESS BY MORE THAN 1/2". 5. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN EARTHQUAKE DESIGN DATA: DEFERRED SUBMITTALS: -.- 5. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND STRENGTH.BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTILm° ROUGHENED TO 1/4"AMPLITUDE. ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. 1. PER IBC SECTION 107.3.4.1,DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT SITE AND OCCUPANCY PARAMETERS ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE STATE REGISTERED PROFESSIONAL 6. REMOVE ALL ABANDONED FOOTINGS,UTILITIES,ETC.NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS. ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE REINFORCING STEEL: SEISMIC IMPORTANCE FACTOR I,=1.00 BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.DEFERRED SUBMITTALS INCLUDE BUT ARE NOT 7. THE DESIGN GROUNDWATER ELEVATION IS_FEET BELOW EXISTING GRADE PER THE GEOTECHNICAL RISK CATEGORY II LIMITED TO THE FOLLOWING: GENERAL: INVESTIGATION REPORT. MAPPED SPECTRAL RESPONSE ACCELERATION Ss=0.194 STEEL JOISTS AND GIRDERS 1. DETAIL,FABRICATE,AND INSTALL REINFORCING IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301,ACI 117, PARAMETERS S,=0.082 METAL STAIRS,LADDERS,AND RAILINGS AND THE"CRSI MANUAL OF STANDARD PRACTICE." PRE-ENGINEERED WOOD TRUSSES SITE CLASS D CONTINUOUS ROD TIEDOWN SYSTEM PRODUCTS: EXTERIOR COLD FORMED METAL FRAMING DESIGN SPECTRAL RESPONSE ACCELERATION S.=0.207 CURTAIN WALL,WINDOW WALL,AND OTHER GLAZING SYSTEMS 1. REINFORCING STEEL:ASTM A615,GRADE 60,DEFORMED PARAMETERS SDI=0.132 MEP EQUIPMENT ANCHORAGE AND SEISMIC BRACING 2. WELDED WIRE REINFORCEMENT(WWR):ASTM A1064 SEISMIC DESIGN CATEGORY B OTHER DRAWINGS: BUILDING PARAMETERS-METAL BUILDING 1. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: w EXECUTION: SEISMIC FORCE RESISTING SYSTEM ODINARY STEEL MOMENT FRAMES A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS,EXCEPT AS NOTED 1. PROVIDE THE MINIMUM CONCRETE COVER FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE(NON- SEISMIC RESPONSE COEFFICIENTS Cs=0.069 B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS NOTED AND/OR z PRESTRESSED)AS INDICATED IN THE TABLE BELOW. RESPONSE MODIFICATION FACTOR R=3 DETAILED ON THE STRUCTURAL DRAWINGS W MINIMUM CONCRETE CLEAR COVER SYSTEM OVERSTRENGTH FACTOR Oc=3 U C. SIZE AND LOCATION OF ALL CONCRETE CURBS,EQUIPMENT PADS,PITS,FLOOR DRAINS,SLOPES,DEPRESSED LOCATION BAR SIZE CLEAR COVER DEFLECTION AMPLIFICATION FACTOR Cd=3 AREAS,CHANGES IN LEVEL,CHAMFERS,GROOVES,INSERTS,ETC CONCRETE CAST AGAINST AND PERMANENTLY ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN Z m Ln EXPOSED TO EARTH ALL 3" INELASTIC STORY DRIFT An = C E. FLOOR AND ROOF FINISHES z N CONCRETE EXPOSED TO EARTH OR WEATHER &LARGER 2" DESIGN BASE SHEAR V=9.21 K m #5&SMALLER 1 1/2" F. MISCELLANEOUS DRAINAGE AND WATERPROOFING Q m DO SLABS,WALLS,OR JOISTS NOT EXPOSED TO #14&LARGER 11,11 BUILDING PARAMETERS-MEZZANINE G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL 0 WEATHER OR IN CONTACT WITH THE GROUND #11&SMALLER 314" SEISMIC FORCE RESISTING SYSTEM WOOD SHEAR WALL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS � BEAM AND COLUMN TIES&STIRRUPS NOT EXPOSED ALL 1 1/2" SEISMIC RESPONSE COEFFICIENTS Cs=0.032 � LL TO WEATHER OR IN CONTACT WITH GROUND RESPONSE MODIFICATION FACTOR R=6.5 2. SEE MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: z SYSTEM OVERSTRENGTH FACTOR Oo=3 A. PIPE RUNS,SLEEVES,HANGERS,TRENCHES,WALL AND SLAB OPENINGS,ETC.,EXCEPT AS SHOWN OR NOTED. DEFLECTION AMPLIFICATION FACTOR Cd=4 B. ELECTRICAL CONDUIT RUNS,BOXES,OUTLETS IN WALLS AND SLABS. J ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE C. CONCRETE INSERTS FOR ELECTRICAL,MECHANICAL OR PLUMBING FIXTURES. J w INELASTIC STORY DRIFT Ao= y� Q > D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES,ANCHOR BOLTS FOR MOTOR MOUNTS. Q DESIGN BASE SHEAR V=4 K U ILL > z O _ E- TESTING,INSPECTIONS,AND OBSERVATIONS O > L p d V STRUCTURAL OBSERVATIONS: 1. KPFF WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE REQUIREMENTS OF CHAPTER 17 OF THE CODE AT THE STAGES OF CONSTRUCTION LISTED BELOW.CONTRACTOR SHALL NOTIFY ARCHITECT AND PROVIDE ACCESS FOR KPFF TO PERFORM THESE OBSERVATIONS. 2. KPFF WILL ISSUE AN OBSERVATION REPORT TO ARCHITECT FOR DISTRIBUTION TO THE OWNER AND CONTRACTOR. OBSERVATION REPORT WILL IDENTIFY WORK OBSERVED AND ANY WORK NOT IN CONFORMANCE WITH CONTRACT DOCUMENTS. 3. STRUCTURAL OBSERVATION IS TO VERIFY GENERAL CONFORMANCE WITH THE STRUCTURAL DRAWINGS. STRUCTURAL OBSERVATIONS DO NOT REPLACE THE NEED FOR SPECIAL INSPECTION AS REQUIRED BY CHAPTER 17 OF THE CODE. D STRUCTURAL OBSERVATIONS m cV ITEM TIMING/FREQUENCY OF OBSERVATION CD PRIOR TO FIRST CONCRETE PLACEMENT,AFTER REINFORCING IS A. FOUNDATIONS INSTALLED AND TIED. r--i Project No: 10212100013 B. CONCRETE WALLS PRIOR TO FIRST CONCRETE WALL PLACEMENT.AFTER REINFORCING C•n Date: 03,17.2023 IN INSTALLED AND TIED. O AFTER EACH LEVEL OF STEEL IS ERECTED,PRIOR TO I Checked By: JW C. STEEL FRAME APPLICATION OF FIRE PROOFING. wDrawn By: KPFF D. LATERAL FORCE RESISTING AFTER EACH LEVEL ERECTED,PRIOR TO APPLICATION N SYSTEM OF FINISHES. z Sheet Name: AFTER STEEL DECK IS INSTALLED AND ATTACHED TO STRUCTURE. E. STEEL DECK DIAPHRAGMS PRIOR TO ROOFING ISTALLATION. O GENERAL NOTES SPECIAL INSPECTION AND TESTING: U 1. SPECIAL INSPECTION WILL BE PROVIDED BY A THIRD-PARTY TESTING AGENCY,RETAINED BY THE OWNER TO D VERIFY COMPLIANCE WITH ITEMS SUMMERIZED IN THE STATEMENT OF SPECIAL INSPECTION. re 2. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. (/') Z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS Sheet No: i S1 .01 Pa 1 2 3 4 5 6 GENERAL STRUCTURAL NOTES • COLD-FORMED METAL FRAMING: ROUGH CARPENTRY: pivot GENERAL GENERAL: n O f t h 1. FABRICATE AND INSTALL COLD-FORMED METAL FRAMING ACCORDING TO THE FOLLOWING PROVISIONS: 1. COMPLY WITH THE REQUIREMENTS IN CHAPTER 23 OF THE CODE AND AF&PA'S WCD 1,"DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION,"UNLESS OTHERWISE INDICATED A. AISI S100,"NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL --T U RE MEMBERS., PRODUCTS: A B. AISI S200,"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING". 2. DIMENSIONAL LUMBER FRAMING: C. WELDING OF COLD-FORMED METAL FRAMING:AWS D1.3,"SPECIFICATIONS FOR WELDING SHEET STEEL IN A. SPECIES,GRADE,AND MOISTURE CONTENT NOTED BELOW: STRUCTURES." PIVOT NORTH ARCHITECTURE,PLLC. PRODUCTS DIMENSIONAL LUMBER 1101 W.GROVE STREET' 1. PROVIDE GALVANIZED COLD-FORMED STEEL STUDS,TRACKS,AND FURRING CHANNELS CONFORMING WITH ICC-ES BOISE,ID 83702MOISTURE #3064P,"PRODUCT TECHNICAL GUIDE"BY THE STEEL STUD MANUFACTURERS ASSOCIATION AND THE FOLLOWING: USE SPECIES GRADE ENT (JOISTS/RAFTERS) FIR-LARCH www.pivotnorthdesign.com CONTENT A. MATERIAL SPECIFICATION: LUMBER 2"TO 4"THICK x 5"OR WIDER DOUGLAS #2&BETTER KID( STAMP EN a. 16 GAGE AND THICKER:ASTM A653,GRADE 50 OR ASTM A1003,GRADE 50,TYPE H Ss�cxnt ENc� LUMBER 2"T03"THICK x4"TO 6"WIDE DOUGLAS #2&BETTER KD(15%) o'�eEoterER o9F� b. 18 GAGE AND THINNER:ASTM A653,GRADE 33 OR ASTM A1003,GRADE 33,TYPE H (STUDS) FIR-LARCH ` 1 2 3 B. MINIMUM SECTION PROPERTIES:BASED ON ICC-ES#3064P,"PRODUCT TECHNICAL GUIDE"BY THE STEEL STUD LUMBER 5x5 AND GREATER(BEAMS) DOUGLAS FIR-LARCH #1 S-DRY(19%) MANUFACTURERS ASSOCIATION. `Go lgiF of °P�a LUMBER 5x5 AND GREATER(POSTS) DOUGLAS FIR-LARCH #1 S-DRY(19%) SFN M.W\`�P 2. SHEET STEEL FOR VERTICAL DEFLECTION AND DRIFT CLIPS: A. MATERIAL SPECIFICATION:ASTM A653,GRADE 50 OR ASTM A1003,GRADE 50,TYPE H 3. FIRE-RETARDANT-TREATED MATERIALS B. COATING:G90 A. APPLICATION:TREAT ALL LUMBER IN 3 HOUR FIRE RATED WALLS AND EXTERIOR WALLS IN TYPE III 3. FASTENERS: CONSTRUCTION.SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS AND DETAILS. F�///-yarn �`y,Yw, A. EXPANSION ANCHORS:HILTI KB-TZ,PER ICC ESR-1917 4. ENGINEERED WOOD PRODUCTS: Ric§V/gusmILLER B. POWER-ACTUATED FASTENERS:0.157"HILTI X-U PER ICC ESR-2269 A. STRUCTURAL COMPOSITE LUMBER MADE FROM WOOD VENEERS WITH GRAIN PRIMARILY PARALLEL TO MEMBER ✓ II�JJJ LENGTHS,EVALUATED AND MONITORED ACCORDING TO ASTM D 5456 AND MANUFACTURED WITH AN EXTERIOR- C. SHEET METAL SCREWS:HILTI KW IK-FLEX OR ELCO DRIL-FLEX PER ICC ESR-3332 TYPE ADHESIVE COMPLYING WITH ASTM D 2559. PROVIDE PRODUCTS THAT CONFORM TO THE FOLLOWING MINIMUM DESIGN STRESS: EXECUTION STRUCTURAL COMPOSITE LUMBER 1. INSTALL COLD-FORMED STEEL FRAMING ACCORDING TO AISI S200 AND TO MANUFACTURER'S WRITTEN PRODUCT TYPE&USE FLEXURAL SHEAR MODULUS OF BINSTRUCTIONS. STRESS,Fe STRESS,Fv ELASTICITY ao LAMINATED VENEER LUMBER(LVL) 2,600 psi 285 psi 2.0 x 106 psi E PARALLEL STRAND LUMBER(PSL) o PRE-ENGINEERED METAL BUILDING BEAM 2,900 psi 290 psi 2.0 x 10-psiLd o.N 1O x rya w « DESIGN OF THE PRE-ENGINEERED METAL BUILDING AND ANCHORAGE OF METAL BUILDING COMPONENTS TO THE COLUMN 2,400 psi 190 psi 1.8 x 10a psi N m FOUNDATION SHALL BE BY THE PRE-ENGINEERED METAL BUILDING SUPPLIER.DESIGN OF THE PRE-ENGINEERED LAMINATED STRAND LUMBER(LSL) METAL BUILDING AND IT'S COMPONENTS SHALL BE CONDUCTED UNDER SUPERVISION OF PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND DESIGNED IN ACCORDANCE WITH THE DESIGN CRITERIA SECTION OF BEAM 2,325 psi 310 psi 1.55 x 10a psi THE GENERAL NOTES.SPECIAL INSPECTION REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR METAL BUILDING COMPONENTS SHALL BE SPECIFIED BY THE METAL BUILDING ENGINEER. COLUMN 1,700 psi 425 psi 1.3 x 10-psi THE PRE-ENGINEERED METAL BUILDING SCOPE SHALL INCLUCE THE PRIMARY BUILDING FRAME,ROOF,AND EXTERIOR 5. FASTENERS: WALLS. SEE ARCHITECTURAL DRAWINGS FOR PENETRATION LOCATIONS IN EXTERIOR ENVELOPE,DIMENSIONAL INFORMATION,AND OTHER REQUIREMENTS REGARDING THE PRE-ENGINEERED METAL BUILDING SCOPE ITEMS.SEE A. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER,IN GROUND CONTACT,PRESERVATIVE TREATED,FIRE STRUCTURAL PLAN DRAWINGS FOR ADDITIONAL PRE-ENGINEERED METAL BUILDING REQUIREMENTS. RETARDANT TREATED,OR IN AREA OF HIGH RELATIVE HUMIDITY,PROVIDE FASTENERS WITH HOT-DIP ZINC FOUNDATION DESIGN IS BASED ON PRE-ENGINEERED COLUMN REACTIONS,ADDENDUM 1 SET PROVIDED BY NUCOR COATING COMPLYING WITH ASTM A 153. BUILDING SYSTEMS AND DATED 0110 3/2 0 2 3. B. NAILS:ASTM F1667,COMMON TYPE. 6. WOOD CONNECTORS: A. PROVIDED BASIS OF DESIGN HANGERS,STRAPS,TIES,HOLD DOWNS,ETC,AS INDICATED ON THE DRAWINGS. B. WHERE CONNECTORS ARE IN EXPOSED,EXTERIOR APPLICATIONS OR IN CONTACT WITH PRESERVATIVE L.I..I TREATED LUMBER,PROVIDE HOT-DIP GALVANIZED OR STAINLESS STEEL CONNECTORS. EXECUTION: z W 1. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS THOSE POSTS u OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATLON/PODIUM LEVEL U.N.O. 2. JOIST BLOCKING AND BRIDGING: z m m A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT AND BELOW PARTITION WALLS. Ln C B. PROVIDE FULL DEPTH BRIDGING AT 8'-0"O.C.MAX,NOT MORE THAN 8'-0"FROM SUPPORT. z m 3. PROVIDE DOUBLE JOISTS UNDER NON-BEARING WALLS RUNNING PARALLEL TO JOISTS. 00 Q m O 4. PROVIDE REQUIRED FIRE STOPPING,BACKING FOR INTERIOR FINISHES,NONBEARING WALLS,AND OTHER NOW vi STRUCTURAL FRAMING THAT ARE NOT SHOWN ON STRUCTURAL DRAWINGS. L u 5. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, LL COMPLYING WITH TABLE 2304.10.1 OF THE CODE AND THE ICC-ES REPORT FOR THE FASTENER. z LL 3: 6. INSTALL WOOD CONNECTORS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE ICC-ES REPORT. N H J � SHEATHING: J w + Q a GENERAL: U u- } 1. SHEATHING MATERIAL:STAMPED WITH APA TRADEMARK z 0 PRODUCTS: O > L p 1. APA RATED SHEATHING A. PLYWOOD SHEATHING:EITHER DOC PS1 OR DOC PS2,EXTERIOR STRUCTURAL 1 SHEATHING WITH SPAN RATING AN THICKNESS AS INDICATED BELOW B. ORIENTED STRAND BOARD(OSB)SHEATHING:DOC PS2,EXPOSURE 1,STRUCTURAL 1 SHEATHING WITH SPAN RATING AND THICKNESS INDICATED BELOW SHEATHING SCHEDULE ELEMENT EDGE SPAN NOMINAL CONFIGURATION RATING THICKNESS D FLOOR SHEATHING T&G 32116 2313T WALL SHEATHING SQUARE 16/0 7116" m N EXECUTION: CD fV 1. FLOOR SHEATHING:INSTALL WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS.STAGGER END JOINTS.GLUE AND NAIL SHEATHING TO FRAMING AS INDICATED r--i Project No: 10212100013 2. WALL SHEATHING:INSTALL SHEATHING VERTICALLY TO THE WALL. NAIL SHEATHING TO WALL FRAMING AS INDICATED. C'n Date: 03,17.2023 0 3. NAILING PATERN I Checked By: JW A. SEE SHEAR WALL AND DIAPHRAGM NAILING SCHEDULES FOR BLOCKING AND NAILING REQUIREMENTS AT L~L.I Drawn By: KPFF SHEAR WALLS AND DIAPHRAGMS. B. 10d AT 6"o.c.AT ALL SUPPORTED EDGES AND OVER SHEAR WALLS AND 10d AT 12"o.c.AT ALL INTERMEDIATE N SUPPORTS,U.N.O.SEE PLANS. z Sheet Name: GLUED LAMINATED BEAMS: 0 GENERAL NOTES 1. GLUED LAMINATED MEMBERS SHALL BE MANUFACTURED ACCORDING TO THE AITC 117"THE STANDARD F- SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED DOUGLAS FIR TIMBER,"LATEST EDITION.ADHESIVE U SHALL BE FOR WET CONDITION OF SERVICE AND AN AITC CERTIFICATE OF INSPECTION IS REQUIRED. D re 2. GLUED LAMINATED BEAMS SHALL PROVIDE STRESS VALUES THAT MEET OR EXCEED THE FOLLOWING: BENDING FB(BOTTOM FIBERS)...........................................................................................1...2400 PSI (n BENDING FB(TOP FIBERS)-SINGLE SPAN............................................................................1850 PSI Z BENDING FB(TOP FIBERS)-MULTIPLE 0 PSI O HORIZONTAL SHEAR FV.......................... CITY APPROVED PLANS 'PSI MODULUS OF ELASTICITY.. )0 KSL U E COMPRESSION PERPENDICULAR TO G PSI 3. APPEARANCE GRADE SHALL BE: Reviewed for Code Compliance INDUSTRIAL,WHEN CONCEALED FRON V. 0 4. MANUFACTURER SHALL SUBMIT SHOP PLANS MUST BE ON JOB SITE )R TO FABRICATION. � 5. WHERE GLUED LAMINATED BEAMS ARI FOR ALL INSPECTIONS L pUTER - S h e e t INo LAMINATIONS TOP AND BOTTOM. o S1 .02 N 1 Pa 1 2 3 4 5 6 pivot north SHEET NOTES: --TURF A 1. SEE GENERAL NOTES SHEET,S1.01,FOR MORE INFORMATION. 2. SEE METAL BUILDING DRAWINGS FOR ADDITIONAL PIVOT NORTH ARCHITECTURE,PLLC. DETAILS AT BRACED FRAMES,STEEL FRAME MEMBERS 1101 W.GROVE STREET ( g I ( 5 ) 14 ) ( 3 I ( Q ) l 1 J AND EXTERIOR WALL CONNECTION DETAILS. BOISE,ID 83702 YY Y 127'0" Y Y Y 3. SEE CIVIL DRAWINGS FOR SITE ELEVATIONS. www.pivotnorthdesign.com 261 25'-0" 25'-0" 25'-O" 26'-0" 4. SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND WALL LOCATIONS. STAMP S\ONAL ENc 5. SEE GEOTECHNICAL REPORT FOR ALL EXCAVATION a TERFOy��` / AND SOIL PREPARATION REQUIREMENTS.CURRENT BASIS OF DESIGN BEARING PRESSURE=1500 PSF. a 'I Y 3 W, SEE ARCH SEE ARCH 6. ALL TOP OF PERIMETER FOOTINGS TO BE 4-0"BELOW a SEE ARCH THE FINISH FLOOR ELEVATION,TYP,UNO.TOP OF �osF rp of\oa Pd FOOTINGS AT EXTERIOR CONTINUOUS FOOTINGS 5'-0"x 5'-0"x 1'-01. 13 3 8'-3"x 8'-3"x V-6" 5'-9'x 5'-9'x V-6"DEEP 3 13 PER 3/S6.01 AND 13/S6.01 SHALL BE-1'-6"BELOW FINISH DEEP FOOTING 56.01 56.01 10 DEEP FOOTING W ITH 10 10 FOOTING WITH(6)#6 10 56.01 56.01 - 1 56.01 Sim BOTT BAR,EACH WAY 56.01 5'-0"x 5'-0"x 1'-0" FLOOR ELEVATION,TYP,UNO. BAIR,EA#6 BAIT 56.01 (EAC BOA BAR, -J S6.OI DEEP FOOTING WITH(5)#6 BOTT 7. PROVIDE 3/4"DIAM.GR.36,F1554 ANCHOR BOLTS AT BAR,EACH WAY ALL STEEL METAL BUILDING COLUMNS. E - - - - -1 ------ ------ ----------- L---- ---- ---J Z ------------- Z-------- -----1-- - - - - 8. 2,-8" INDICATES SHEAR WALL PER DETAILS ��///-y��•n ��`y,Yw, _ ____________, 1/S701AND3/57.01.A=SHEAR WALL RI�i�V/ (/(/ll,..ILLER SIM 56.01 BRACE FRAME PER THE I A II A ✓ IIJJ METAL BLDG MANUF - 56.01 TYPE.X'-X"=SHEAR WALL LEGNTH. y-� I I II L_ J L_ __-J to II 0 5'-0"x 5'-0" 1'-0" DEEP FOOTING EXTERIOR STEEL COLS �: ----- - 9. O INDICATES WOOD STUD WALL PER DETAIL 1/57.01 WITH(5)#6 BOTT PER THE METAL BLDG - ..........- 5'-0"x 5'-0"x V' BAR,EACH WAY MANUF,TYP,UNO - �: r I DEEP FOOTING a A A A II 2.4 OR 2.6 WOOD STUD WALL @ WITH(5)#6 BOTT 12'-0" I 16"OC TYP AT 12'-0"SHEAR WALLS. BAR,EACH WAY -a B I: - 1 - SEE ARCH DRWGS FOR SIZE D 10 -I � 1 A I I j7 2 10 .. .c ------ Sim 56.01 4"CONC SLAB ON GRADE W/#4 : N TRENCH DRAIN 56.01 v e co S6.01 18"OC EACH WAY UNDER I PER ARCH a N 9 V y MEZZANINE.SEE GEOTECHINCAL : ___ _ I DRAWINGS. w..m M w REPORT FOR SOIL PREPARATION SLOPE SOG TO =w REQUIREMENTS : r- - DRAIN SEE ARCH 1 1 2 1 A A A 1 DRAWINGS FOR x Z I I l a m 1 TOC ELEVATIONS a l 12'-0" wOI Iw J �m N ¢m 1 = 1 I V 2x6 WOOD STUD m l KK 2x6 @ 16"OC WOOD _ : WALL @ 16"OC 5'-0"x 5'-0"x 1'-0" l w¢ STUD BEARING WALL, : w a l U r DEEP FOOTING DEEP FOOTING PER THE METAL BLDGS TYP AT MEZZ UNO _ WITH(5)96 BOTT m BAR,EACH WAY WITH(5)#6 BOTT I l m MANUF,TYP,UNO BAR,EACH WAY 2x6 @ 16"OC WOOD o STUD BEARING WALL, EXTERIOR STEEL COLS �w TYP AT MEZZ UNO PER THE METAL BLDG i MANUF,TYP,UNO - _ _ _ -- Sim 56.01 � -J SIMAT ` . 11- � WALL 1'-6"WIDEx V-0"DEEP I BETWEEN 1 1 - I CONT PERIMETER FOOTING ? 8"CONC SLAB ON GRADE FUTURE BUILDOLT.NO SLAB ON PHASE 1 56.01 = FOOTING WITH(3)#4 BOTT GRADE.SEE GEOTECHNICAL AND 2 1 W/#5 @i8"OC EACH WAY.SEE W BAR,EACH WAY REPORT FOR SOIL PREPARATION : TYP 1 TYP I GEOTECHINCAL REPORT FOR 1 REQUIREMENTS 1 _ 1 SOIL PREPARATION REQUIREMENTS z 0 13 3 1 1 2'-0"WIDE 1'-0"DEEP CONT 1 56.01 S6.01 1 3 13 L.L.I n 56.01 56.01 THICKENED FOOTING 56.01 56.01 (, FOOTING WITH(3)94 BOTT 1 TYP 1 1 1 r n x 5'-0"x 1'-0" BAR,EACH WAY : 12'-0" S6.01 I: V DEE WITH(O'BID 1 A L _ -J .: A 5'-0"x 5'-0"x 1'-0" Z Ln A N BAR,EACH WAY _ DEEP FOOTING C I - - I WITH(5)H WAY BOTT AY L z I I ___i - -1 1 1 3/4"x 18"LVL I I BAR,EACH O m L____ 1 STRINGER,TYP Q od) SIM 56.01 : 1 _ r___ 56.01 L 1 J Lu 5'-0"x V-0"x 1'-0" 2x4 WOOD STUD WALL @ 16"OC 1 i I 4 DEEP FOOTING 1 : 1 � 2'4'WIDE x 1'-0" WITH(5)#6 BCH OTT DEEP FOOTING PROVIDE V-0"CONC STEM cn ro If DEEP CONT 5'-0'x 5'-0"x 1'-0" LL 0 1 - WALL W/#4 @ 12"OC VERT 1 THICKENED FOOTING 1 1 WITH(5)#6 BOTT WITH(3)#4 BOTT AND(2)#4 HORIZ,TYP J L- �' ------ ----- - BAR,EACH WAY r Z BAR,EACH WAYBRACE FRAME PER THE r----- -L_ ________ __J L_ METAL BLDG MANUF : ___J __ � r_____________ r_________ _- _____________ __________ ___� - - - FOOTING O"DCO#4 LONG C� �\ 0) ILL L L-_1__ L -1 _J 2x6 WOOD STUD \ Z O WALL @ 16"OC AND#4 @ 12"OC TRANS. \ U 13 3 10 10 10 10 13 3 TOP OF FOOTING=-1'-6" \ PROVIDE MIN 2"CLEAR 5'-9"x 5'-9"x V-6"DEEP BELOW FINISH GRADE O 56.01 56.01 56.01 g'-3"x S'-3"x 1'-6" S6.01 56.01 56.01 56.01 56.01 SEPERATION BETWEEN FOOTING WITH(6)#6 \ y+ SIM DEEP FOOTING WITH 'SIM MEZZANINE AND METAL BOTT BAR,EACH WAY \ yy (S)#6 BOTT BAR, EXTERIOR STEEL COLS \ `Z; 6'SLAB ON GRADE EACH WAY BUIDLING AT ALL PER THE METAL BLDG \ INTERFACES MANUF,TYP,UNOm�0 \\ \ 4 T FORMED METAL WALL PANELS(TYP) D PER ARCH 3 \ `'� +4 m +\b Y O 5}y N �yy l� Project No: 10212100013 m Date: 03,17.2023 HSS2x2x1/4 HORIZ TOP AND BOTT O SEE ARCH FOR TOP OF STEEL I Checked By: JW ELEVATION Drawn By: KPFF L.0 L/) PLAN z Sheet Name: NORTH LEVEL 1 - COMPOSITE FLOOR PLAN 2 TRASH ENCLOSURE LEVEL 1 - COMPOSITE 1/4"=V-0" u FLOOR PLAN v, z O CITY APPROVED PLANS u E Reviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS Sheet INo: S2.01 Pa 1 2 3 4 5 6 pivot north SHEET NOTES: _-TURF A 1.SEE GENERAL NOTES SHEET,S1.01,FOR MORE INFORMATION. 2.SEE METAL BUILDING DRAWINGS FOR ADDITIONAL PIVOT NORTH ARCHITECTURE,PLLC. 6 5 4 3 2 1 DETAILS AT BRACED FRAMES,STEEL FRAME MEMBERS 1101 W.GROVE STREET AND EXTERIOR WALL CONNECTION DETAILS. BOISE,ID 83702 127'-0" 3.SEE CIVIL DRAWINGS FOR SITE ELEVATIONS. WWW.pivotnorthdesign.com 26'-0" 25'-0" 25'4)" 25'-0" 264)" 4.SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND WALL LOCATIONS. STAMP S\ONAL ENc 5.SEE ARCHITECTURAL DRAWINGS FOR TOP OF oF�'�G\eTER/yF MEZZANINE ELEVATION. PROVIDE MIN 2"CLEAR SEPERATION BETWEEN MEZZANINE AND METAL osE of \P BUIDLING AT ALL INTERFACES 0 0 0 0 RIC§CergusMILLER \ 14"TJI 560 FLOOR JOIST o \ HEADER AT HALLWAY / r__ \ / �I � \\ MAU-1 MECHANICAL \ EQUIPMENT.MAX \ OPERATING WEIGHT=1000#. v\ EQUIPMENT BASE B \ PER EQUIPMENT MANUF \ / \ DF L NO.2 6x10 \ -- — MAXIMUM \ / \ HEADER AT HALLWAY ALLOWABLE \ / a ul m° Q STORAGE \ DF L NO.2 48 HEADER AT 14"TJI 56Q VLOORSTID \ / LOAD AT 4 \ TYP,UNO DOORWAYS AND WINDOWS, JOIST AT "OC MEZZANINE=125 \ // N \ \ \ / \ S600162-43 METALS \ STUDS AT 16"OC WOOD \ / \ ABOVE TO UNDERSIDE I BEARING \ / \\ OF METAL BLDG WALL BELOW \ / 0 m \ / � I I OPEN TO APPARATUS _ _ _ _ _OPEN TO FUTURE_ _ _ _ _ _ _ _ _ _ - BAY BELO - �J BUILDOUT BELOW / \ 3/4"PLYWOOD SHEATHING \ TYP AT PER 2/S7.01 // \ Lu / \ TOP OF WALL / \ 7 I I WOOD BEARING / \ Lu TYP AT II WALL BLW U / A MEZZ II I rn GL 8LAM BM / \ V 13/4"x 18"LVL\\ II 31/8"x15. \\ i STRINGER,AT \ / 12'OC MAX TYP \ // \\ Ln C AT THE STAIR ____ = 6"WOOD STUD z ti \ WALL @ 16"OC \ m i \ AT STAIRWALL. \ Q m i \ SEE ARCH FOR \ ao __LOCATIONS _ _ J w Lei / \ 91/2"TJI FLOOR JOISTS \\ z / \ / @ 16"OC.PROVIDE 3/4" \ LL / \ 6 TYP / PLYWOOD SHEATHING \ I' S7.02 / WITH 616111 NAILING AT LANDING \ J 9 J z / \ szoz I' / + Q 0 0 0 0 2 B PROVIDE MIN 2"CLEAR z O 91/2"TJI 110 FLOOR SEPERATION BETWEEN 57.03 S7.01 O JOIST AT 16"OC o MEZZANINE AND METAL AT HEAD AT BUIDLING AT ALL OF WALL LANDING INTERFACES d V S600162-43 METALS STUDS AT 16"OC ABOVE TO UNDERSIDE OF METAL BLDG D m N O fV l� Project No: 10212100013 m Date: 03,17.2023 O Checked By: JW Drawn By: KPFF U-1 Ln PLAN z Sheet Name: LEVEL 2 - COMPOSITE FLOOR PLAN NORTH� (D LEVEL 2 - COMPOSITE FLOOR PLAN re Ln z O CITY APPROVED PLANS u E Reviewed for Code Compliance O PLANS MUST BE ON JOB SITE O FOR ALL INSPECTIONS Sheet INo: S2.02 Pa 1 2 3 4 5 6 Lbl Lot CORNER BAR a PAINT W/CURING COMPOUND AS GREASE ONE END OF 6, BOND BREAK BEFORE ADJACENT DOWELS FROM JOINT TO SLAB IS POURED DOWEL END.ALL GREASED O a DOWEL ENDS TO BE AT ')'Q1/ \o ,EO/ I�o t SAME SIDE OF JOINT STD HOOK HOOK �! 2 AT SIM CONDITION: BEARING WALL nor th 135°HOOK 90°HOOK EDGE OF S PER PLAN - _ - --- TRANSITIONN BETWEEN WEEN T-4"SMOOTH DOWEL BARS PHASE 1 TO PHASE 2 @ 12"OC W/DIAMETER= 12 ANCHOR BOLTS PER 1IS7.01 T U R E 1/8xt FLUSH AGAINST BAR SIZE D' A SEE PLAN FOR REINF CONSTRUCTION JOINT UNDERSIDE OF TTSTD #3 11/2" 0"AT#4 2" METAL OR JOINT FILLER STRIP PLACED PERPENDICULAR SLAB REINF INTERSECTION REINF PER PLAN T- SOG PER PLAN FLUSH W/SURFACE WHEN SLAB IS BAR SIM POURED OR 1/8"SAW CUT CONTROL JT O #4 @ 4'-0"Oc PIVOT NORTH ARCHITECTURE,PLLC. TO BE FILLED W/SEALANT a n TIES AND STIRRUPS HOOK ONLY w 1101 W.GROVE STREET e UP TO 2'-0"TO 4'-0" UP TO 2'-0"TO 4'-0" 4 db MIN r = °. BO 0 1 0" TYP EL 5 .pivosnorthdesgn.com r 2,-0„ 2.-0" � 4 O � - wvAv oR21/2" TYPICAL COLUMN P w SEE PLAN FOR REINF CUT EVERY OTHER REINF BAR 12 BAR OFFSET - °- STAMP aKnt E CROSSING CONTROL JOINT 2O _- CONTROL JOINT PRIOR TO CONCRETE POUR z „III II o0 G\srpRey COMPACTED BASE PER - lI- (2)#4 CONT NOTES: GENERAL NOTES u 12 3 1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING. C0 1BAR SIZE D 2. CONTROL JOINTS TO BE SPACED @ 12-4-OC MAX,EACH WAY,UNLESS NOTED OTHERWISE. #3 THRU#8 6d PER PLAN #4 @ 12"OC RATIO O NOT EXCEED 15N JOINTS EL SHALL CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS W/180'HOOKS STEEL HOOK @ 81. #9 THRU#11 8d AT SIM CONDITION: OC STEEL HOOK #14 THRU#18 10d PROVIDE 90 DEGREE CONTROL JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS. BARS W/180° BAR W/180° 180°HOOK 90°HOOK STD HOOKS AT SLAB EDGE 3. MAINTAIN MIN 12"CLEAR FROM THICKENED SLAB AND COLUMNS TO NEAREST CONTROL JOINT. 180°HOOKS HOOKS HOOKS TYP SOG CONTROL & PLAN VIEW END BAR U STANDARD HOOKS 12 CONSTRUCTION JOINTS TYP CONCRETE WALL DETAILS REINFORCING BAR BENDING DETAIL INTERIOR STRIP FTG @ BEARING WALLS NO SCALE RIC�eYg2lSlIIIILLER 56.01 56.01 NO SCALE 56.01 NO SCALE 56.01 1"=1'-0" Ls ' GRID METAL BUILDING AND CONNECTION TO STEM CONC SLAB PER PLAN TRENCH DRAIN WALL PER METAL PER ARCH BUILDING -d B MANUFACTURER J LAP SPLICE m FINISH in (2)#4 DOWELS @ 12"OC CONTROL JOINT PER ARCH PER SOG PLAN NOTES o ON S O dN❑ ey SOG 2#4 TOP m PLAN PER Ls OF WALL HOOK PER PLAN INSIDE BEND EXTERIOR GRADE DIAMETER T� O CONC PER CIVIL v EL-SEE PLAN 1�111= III=III'. o Z I Tiles � rn L� #4 DOWELS III III = F @ =III= =III-III- 18"OC I11=111=111=III=111=� STRIP FTG&REINF w 180° CONC SLAB PER PLAN a Ldh Ldh REINF PER PLAN INSULATION 8„ II IIIIIIIII III III = w PER ARCH —Il=ill=III= PER SCHEDULE PERSCHEDULE Y = _ = T.O.FTG a O #4 @ 12"OC EW _ z EL=SEE w o a m 3°cLR�P� W 90 DEG HOOK 180 DEG HOOK a Lu HOOKED BAR DEVELOPMENT LENGTH (3)#4BAR PER PLAN #4 TRANSVERSE z BAR A 12"OC 2,_0„ L u 13 TYPICAL STEM WALL u Ld' 2 TRENCH DRAIN DETAIL z Ln C56.01 1 1/2"=V-0" Z 3/4"DIA.F1554 GR 55 ANCHOR HEADED BAR DEVELOPMENT LENGTH A— M BOLTS W/12"EMBED TYP,SEE I V 00 PEMB DWGS FOR LOCS& 4"HOOKS I SPECIFICATIONS I PER PEMB SUPPLIER GRID J (3)#4 DOWELS EXT WALL BYND I 1Lu = Q #4 TIES 2s" 1:3 TOP BARS OTHERS BARS STEEL A OWE ROUND z BAR I I STEEL DOWELS @ 18"OC � z 26" SIZE Ldh Ldt GREASE 1/2 LENGTH ILL 2� NO SLAB ON GRADE � Ld Ls Ld Ls I I � AT SIM LOCATIONS I N " NOTED ON PLAN. SOG PER PLAN EXTERIOR SLAB PER CIVIL J OMIT REBAR DOWN #4 25" 32" 19" 25" 9" 8" I J w INTO PIER AT SIM O I I oo Q > LOCATIONS Ls #5 31" 40" 24" 31" 12" 101, T.O.CONC ____ -- 4-1 Q wU v EL=SEE PLAN - -_ U ILL T.O./SLAB #6 37" 48" 28" 37" 14" 12" - - 0J z p -III #7 54" 70' 42' S4" 17" 14" III �i l it l N ; IIII III-III-III IIII; O > , _.➢ I r W a #8 62" 80" 47" 62" 19" 16" #4 Z-BARS @ 18"OC (IIII-III-III=III=III=1 I B„ 311 II =1IIIII d STEM WALL REINFORCING _ _ (�1I -- I=1 I I=1 I I III=1 I I � x w #9 70" 90' S4' 70" 21' 18" #4 @ 18"OC CONTINUES PER-/--- -1 =111=III-III-III=1 I � a � X T.O.FTG� REINF NOT SHOWN FOR .III=1 I w z X ELEL=SE CLARITY - =1 =1 - ❑ #10 78" 102" 60' 78" 24' 20" Oz T.O./FTG 3"CLR TY g c7 #11 87" 113" 67" 87' 27" nof @ 12 J IL NOTES: ABBREVIATIONS a #7 O @ 12"OC STIRRUPS STIRRUP CENTERED CENTERED IN PIER 1. DEVELOPMENT LENGTHS ARE FOR 4 ksi CONCRETE do = BAR DIAMETER IN PIER 2. USE THE LENGTHS IN THIS SCHEDULE,UNLESS Ld = DEVELOPMENT LENGTH PER PLAN NOTED OTHERWISE. Ls = CLASS B LAP SPLICE LENGTH REINF PER PLAN 2'-0"W x 2'-6"L PIER,TYP FTG PER PLAN AND 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE Lan= HOOKED BAR DEVELOPMENT LENGTH D 2'-0"W x 2'-0"L PIER AT GR.1&6 SCHEDULE,CENTER THAN 12"OF FRESH CONCRETE CAST BELOW IT. Ldn = TERMINATOR DEVELOPMENT LENGTH ON PIER cn 10 TYPICAL PIER FOOTING s DEVELOPMENT AND SPLICE LENGTH 3 STEM WALL AT ENTRY N 0 56.01 3/4"=1," S6.01 NO SCALE 56.01 1"=1'-0" f1I l� Project No: 10212100013 Lbl CORNERBAR C'n Date: 03,17.2023 O Checked By: JW 3D OR 6" (WHICHEVER Drawn By: KPFF STD HOOK J O IS GREATER) WALL L u CLR MIN x w BETWEEN z REINF PER PLAN VAPOR RETARDER m ADJACENT g PER SPECS U} z Sheet Name a F PIPE SLEEVES iv -_-_ ~ E:co O ? FOOTING za -- CONCRETE DETAILS INTERSECTION 1'-0" BAR OPTIONAL wo wo wo wo wo 0 o wo wo wo wo wo CONST JT 2 g a -III-III=1 =1 I-III-III=1 I-III=1 =1 - =1 =1 I-III-III=1 I-III-III=1 =1 w iii UP TO 2'-0"TO 4'-0" k ❑ O /j\�\/ 0" z - OF GRAVEL z \� MAXIMUM PER fURBED SOIL OR EXTENT OF REP( ' A (CTED FILL PER EXCAVATION CI l i��/APPROVED PLANS '.CH REPORT U E METAL SLEEVE PROVIDE COLLAR NOTES: Reviewed for Code Compliance DIA=PIPE DIA+2" 9"MIN AROUND PIPE TO KEEP O F PLANS MUST BE ON JOB SITE SUBGRADE PREPARATION W/80'HHOOKS STEEL HOOK REQUIREMENTS.DIRT OUT OF SLEEVE 1 Q BARS W/180° ELEVATION SECTION 2. SEE PROJECT SPI DN. 180°HOOKS HOOKS 3. INSTALL VAPOR F FOR ALL INSPECTIONS 'NS. Sheet N o: PLAN VIEW NOTES: 1. STEP FOOTING PER TYPICAL STEPPED FOOTING DETAIL AS REQUIRED TO SATISFY THESE CONDITIONS. a 2. GENERAL CONTRACTOR TO COORDINATE EXACT DEPTH AND LOCATION OF PIPE. 3. "D"SHALL NOT EXCEED 8". S6.01 M 11 TYP CONCRETE WALL DETAILS TYP DETAIL OF PIPE AT FOOTINGS 4 SLAB ON GRADE NO SCALE 56.01 NO SCALE 56.01 NO SCALE o Pa r 1 2 3 4 5 6 TOP PLATE PER OR (3)16d-SHORT END (3)16d-SHORT END 01 NAIL THOU ONE DBL 2x FLAT HEADER, NAIL THOU ONE TOP PLATE SPLICE P '�O PLATE TO STUD,TYP TYP W/16d-SHORT @ TOP PLATE SPLICE TOP PLATE AND PLATE TO STUD,TYP HEADER PER RIM BLKG, T.O.SHEATHING 16"OC,TYP ANCHORAGE PER v T.O.SHEATHING PLAN,DROPPED TYP BEAM PER PLAN �J BUNDLED STUDS n o r t h STUDS PER BELOW BEAM PER -T U R E 2x STUDS,SIZE PLAN OR PLAN,(2)STUDS AND SPACING PER MINIMUM ARCH DWGS,UNO A (3)16d-SHORT (3)16d-SHORT m END NAIL TO EA 2x BLOCK ALL END NAIL TO HEADER,TYP PANEL EDGES AT HEADER,TYP SHEAR WALLS PROVIDE DOUBLE PIVOT NORTH ARCHITECTURE,PLLC. PROVIDE DOUBLE PER 1101 W.GROVE STREET PLATE AT WINDOW PLATE AT WINDOW OPENINGS GREATER OPENINGS GREATER BOISE,ID 83702 1 3/4"LSL BETWEEN THAN 8'-0" (1)KING AND THAN 8'-0" WWW.pivotnorthdesign.com JOISTS 2x KING AND (2)TRIMMER TRIMMER STUD,TYP STUDS,TYP 2x SILL OR AT BEARING WALL AND SHEAR WALLS STAMP T.O.SHE TO C/8"0 Ss�aent Ery�� BOTTOM PLATE, 5/8"0 AB'S W/ 2x SILL OR SEE NOTE 4 8"EMBED @ 48"OC BOTTOM PLATE 0.145"0 PAF W/ u Z 3 1 318"0 WASHER&3/4" �✓^ FF EMBEDMENT @ 24" OC MAX AT CONC, 16d-SHORT @ 12"OC ti CONC OR AT WOOD FLOOR T� O,CONC pR ILL SHEATHING '�SHEAT-RING 16d-SHORT @ 16 OC AT (3)16d-SHORT 6"MIN " (3)16d-SHORT EN' MIN 16d-SHORT @ 16"OC AT TRIMMER STUDS,TYP END NAIL,TYP 10"MAX NAIL AT 2x PLATE,(4) 10"MAX TRIMMER STUDS,TYP (3)16d-SHORT CONT OR LAPPED INTERIOR NON-BEARING WALL FRAMING ELEVATION 16d3x-SHORLATE,T�TPOENAILAT TOENAIL TO BLKG I-JOIST PER PLAN n �A WALL FRAMING ELEVATION Ric eYgZlsmILLER 8d TOENAIL ES NOTES(APPLIES TO ALL ELEVATIONS): 1. FRAMING NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.10.1. 2. SILL PLATES TO BE PRESERVATIVE-TREATED WHERE IN CONTACT WITH CONCRETE. B TYP INTERIOR BEARING WALL - a s FRAMING PERPENDICULAR , TYP STUD WALL FRAMING ELEVATION aoo y 57.01 NO SCALE 57.01 NO SCALE a ul m° ROOF/FLOOR DIAPHRAGM NAILING SCHEDULE ALL VALUES ARE BASED ON 20181BC AND SDPWS-18 FOR STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH 1 3/4"LSL MIN FASTENER SPACING SEISMIC BETWEEN JOISTS NUMBER OF LINES OF DIAPHRAGM CONTINUOUS OTHER INTERMEDIATE ALLOWABLE (2) SHEATING EDGE SPAN NOMINAL BLOCKING FRAMING LOCATION MATERIAL CONFIGURATION RATING THICKNESS REQUIRED AND BL SHEAR KG FASTENERS BOUNDARIES, PANEL PANEL FRAMING (2)ROWS WIDTH (LBSIFT) T.O.SHEATHING SEE NOTE 3 EDGES EDGES MEMBERS n LJJ SS FLOOR SHEATING T&G 48124 3/4 NO 2x 1 6"OC - 6"OC 12"OC 215 HOLD-DOWN AND COMPRESSION STUD SCHEDULE TOP OF WALL Z TYPE THREADED MIN ROD COMPRESSION CONN PER LJJ MARK HOLD-DOWN ROD SIZE WASHER PL SIZE EMBEDMENT STUDS,SEE uINTO FOOTING NOTE 1 NOTES: "OTHER"PANEL SHEAR WALL A HDU2-SDS2.5 5/8" 1/2x2-1/2x0'-21/2" 8" 1. SHEATHING NAIL SIZE SHALL EDGE NAILING (2)2x BE 0.148"0(1 Do)WITH 1-1/2" MINIMUM PENETRATION INTO DIAPHRAGM Z 0) FRAMING. INTERMEDIATE BOUNDARY Ln NAILING rn 2. ORIENT SHEATHING NAILING (BN),(2)ROWS AT Z CONT OR LAPPED PERPENDICULAR TO INTERIOR SHEAR m I-JOIST PER PLAN FLOOR/ROOF FRAMING. WALLS AND DRAG Q m STAGGER SHEATHING. STRUTS oo EN �3. DIAPHRAGM BOUNDARIES O ad TOENAIL ES INCLUDE DIAPHRAGM F J NOTES: PERIMETER,SHEAR WALLS, AND DRAG STRUTS INDICATEDTI-fFr LU Q 1. FASTEN COMPRESSION STUDS TOGETHER WITH 10D NAILS AT TOP OF WALL PER SHEAR ON PLAN. SHEAR WALL �_ LL 12'OC STAGGERED. WALL SCHEDULE z 2. MATCH COMPRESSION STUD WIDTH TO WALL THICKNESS. JOIST LL UNBLOCKED (I HOLD-DOWN AND TYP INTERIOR SHEAR WALL - DIAPHRAGM PLAN J w COMPRESSION STUD SCHEDULE rT-� FRAMING PERPENDICULAR (1-SIDED) z ROOF/FLOOR DIAPHRAGM NAILING SCHEDULE Q U LL } 57.01 NO SCALE 57.01 NO SCALE 87.01 NO SCALE N z O O u L p d � V WOOD-FRAMED SHEAR WALL SCHEDULE WALL MINIMUM FRAMING AT BLOCKING AT ANCHOR BOLT TO SILL PLATE AT TOP OF WALL ALLOWABLE SHEAR SW TYPE SHEATHING EDGE RIM BOARD PANEL ALL PANEL CONCRETE FOUNDATION CONNECTION ( ) WALL CAPACITY PLF APA RATED NAILING THICKNESS EDGES EDGES FOUNDATION OR D WELDED SEISMIC WIND THREADED ROD TO STEEL BEAM M METAL STUD 1774 WALL PER PLAN A 15/32" 10d @ 6"OC 1 3/4" 2x 2x 1/S7.01 P.T.2x SDS25600 310 392.5 C) COMPRESSION STUDS TOP PLATE SPLICE @ 16"OC N SHEATHING T400162-43 BOTT PER PLAN PER ARCH TRACK WITH#10 PER OR T.O.TOP PLATE I� SMS EACH SIDE _ __- - °--_. .-..- °-. .-..- . .. SMSOF EACH AT -ST rl Project No: 10212100013 EACH STUD 17 TI-Tr- T--I�--I•.I- TI-Tr-�T--I�- m Date: 03.17.2023 #10x4"SMS •I I'I I'I I'I I'I I:•I I'I I'I I'I I'I I'I INTERMEDIATE AT 12"OC I- L_ - - - - L•I - - - - O Checked B JW CONT 1 3/4"LSL RIM .I. All PERD NAILING10d@6"OC JOIST •I I.I 1 LI LI I,'I I.I I•I I• Drawn By:y KPFF I STUD SIZEATIADJOINING PANEL NIlk T.O.SHEATHING n •I Z I I'•I I•I I•I I•I I•I I'•I I•I I EDGESPER z Sheet Name: •I NOTES: 1. SHEATHING NAIL SIZE SHALL BE 0.148"0 WITH 1-1/2"MINIMUM PENETRATION WOOD FRAMING . - ••H-�.H-�.H-�.H-�.H-�.H-�•.H-�.�-. .. . INTO FRAMING. .L -• F'-•i F'-•i F'-•i 'i•F'-'i F'-'i I-'-•1 F'-•i F'=�'I'I' 2. SHEATING THICKNESS SHALL BE 15132"WITH ASPAN OF16/0. X'-X" 3. INSTALL SHEATHING PANELS EITHER HORIZONTALLY OR VERTICALLY. X DETAILS I•I I•I I•I I•I "I I•I I•I I•I I•I I'I I' 4. WHERE NAIL SPACING IS LESS THAN 4"OC,STAGGER EDGE NAILING 1/2". HOLDOWN • 11 11 5. REFER TO 5/S7.01 FOR SHEAR WALL NAILING DETAIL. PER PLAN X D EN PER .I L L L L I•'I L I. L L 6. PRESSURE TREATED SILL PLATE SHALL BE 3x FRAMING. •.I 7. USE NEAR EDGE SPACING WHEN ANCHOR BOLTS ARE WITHIN 12"OF A SLAB L� •I EDGE OR SHAFT OPENING,OR ARE PLACED IN A STEM WALL. X 1- HOLD-DOWN - -I -I -I I, - -I -I -I 8. WALL BOUNDARIES INCLUDE TOP PLATE,BOTTOM PLATE,SILL PLATE,AND (n FLOOR JOIST OR PER PLAN _IJ__L I__ 1 1_J 1__IJ L I_ L• COMPRESSION STUDS,UNO. �SH. �IPEARK PER (3)16d-SHORT - -J 1 . . ... . ... . ... . ... . . .. T.O.CONC Z TOENAIL TO BLKG LANDING JOIST AND 9. FASTENER SPACING AT INTERMEDIATE MEMBERS SHALL BE 6"OC WHERE STUD SCHEDULE.PLACE SHEATHING PER PLAN s SPACING IS 24"OC AND AT 12"OC WHERE STUDS ARE SPACED 16"OC OR LESS. O SHEATHING ad TOENAIL ES SHEAR" CITY APPROVED PLANS u BOTTOM OF WALL CONN AT \ PERA HIN CONCRETE PER 1/S7.01 O EReviewed for Code Compliance DISTRIBUTE EN EQUALLY BLOCK ALL OVER ALL COMPRESSION PANELEDGES PLANS MUST BE ON JOB SITE STUDS,12"OC MAX NAIL PER rI - - � : WOOD WALL FRAMING INTERFACE SPACING FOR ALL INSPECTIONS Sheet No a WITH RATED PARTITION 5 TYP SHEAR WALL NAILING s WOOD SHEAR WALL SCHEDULE S7.01 NO SCALE 57.01 NO SCALE 87.01 NO SCALE S 7.01 Pa 1 2 3 4 5 6 EXTERIOR/BEARING/SHEAR WALL (4)16d EACH END EDGE SAW CUT STUD WIDTH STUD PENETRATION •pivot ' STUD SIZE MAX NOTCH DEPTH MAX BORED HOLE MAX BORED DIAMETER HOLE DIAMETER PER SCHEDULE 2x4&3x4 7/8" 1-3/8"0 n o r t h 2x6&3x6 1-3/8" 2-1/8"0 CIRCULAR NOTCH STUD WIDTH, STUD WIDTH O MINIMUM 2x8&3x8 1-3/4" 2-7/8"0 T U R E A V NOTCH NOTCH NON-BEARING WALL U U Ecl STUD PENETRATION PIVOT NORTH ARCHITECTURE,PLLC. v ANCHOR BOLTS, v 1101 W.GROVE STREET STUD SIZE MAX NOTCH DEPTH MAX BORED HOLE SEE 1/S7.01 FOR 10"MAX BOISE,ID 83702 2xLARGER HOLE DIAMETER 01 SIZE AND SPACING J.IN www.pivotnorthdesign.com LET-IN NOTCH SIZE,MINIMUM 2x4&3x4 1-3/8" 2"01"MIN Z STAMP 2x6&3.6 2-1/8" 3-1/4"0 0 o s� Nc ors�stsrER iy� � e eo.." 2x8&3x8 2-7/8" 4-1/4"0 MAX NOTCH - DEPTH PER ® a 'I Z $ SCHEDULE �✓^ 1.Q6; � NOTES:DO NOT NOTCH OR BORE HOLES IN MORE THAN TWO ADJACENT STUDS WITHOUT APPROVAL BY 10"MAX 48"OC 48"OC 48"OC aoNeryF of °P pd STRUCTURAL ENGINEER. M'Wh MAX MAX MAX 2. NOTCHES AND BORED HOLES ARE NOT PERMITTED IN SHEAR WALL COMPRESSION STUDS. NOTCHES IN STUDS BORED HOLES IN STUDS TYP WALL STUD PENETRATIONS rl-"\ TYP STUD WALL CORNER RIC�eYg2lSlIIIILLER S7.02 NO SCALE S7.02 NO SCALE 1/2"MAX AB PER 1/S7.01 AB PER 1/S7.01 B ro EN HOLD-DOWN 5" v e EN,TYP WASHER PL STANDARD PER 1/S7.01 CUT WASHER a N g x COMPRESSION 1 N V N N EN STUDS 1 .- e u m° EN EN HOLD-DOWN ® EN r T.O.STEM WALL U ro ® M EN TRIMMER STUD 2x8 FULL HEIGHT OF COMPRESSION STUD STUDS EN W SHEAR WALL BEARING WALL z CORNER TEE INTERSECTION z W NOTES: u 1. CENTER ANCHOR BOLTS ON THE SILL PLATE. r n V s TYP COMPRESSION STUD INTERSECTION 2 TYP ANCHOR BOLTS AT STEM WALL z 0) Ln C 57.02 NO SCALE 57.02 NO SCALE z N O Q m M --_� DBL 2 oo x OPP HAND 0 HEADER A / STRINGER BEYOND, J WHERE OCCURS W 6"WOOD STUD L LL WALL PER PLAN ITS2.06/9.5 HANGER, 1= Z PER ARCH / TYP AT LANDING L.L 2x FLAT (4)10d BLOCKING T.O.SHEATHING (n PER ARCH C C J z EN Q > T.O.SHFA�THING n DBL 2x A B V W } SHEATHING WHERE SILL 0J z oC oC OCCURS — ' I-JOIST PER U U STAIR PLAN ¢ . . . . . . . . . . .. . .. . . O > L O W a H v a PROVIDE(3) O STIFFENER A B CMSTCI6 STRAP AT EACH SIMPSON " PER JOIST MFR CORNER OF OPENING SDWS22600DB SCREWS @ DBL BLKG TRIMMER STUDS 1'-0"OC ITS2.06/9.5 HANGER DBL SILL FLUSH BEAM PER PLAN OR HEADER EN,FULLBUKG KING STUDS SEE ARCH FOR I-JOIST BLKG @ 48"OC, EN LENGTH GYP BOARD AT MIN(2)PER LANDING HANGER PER 8/57.02 SHAFT WALL STRAP ON STRAP ON LEDGER PER PLAN g STRINGER PER 8/S7.02 OUTSIDE OF OUTSIDE OF EN,FULL HEIGHT w/(3)1/4"x5"SDS SHEATHING SHEATHING OF KING STUDS SCREWS AT EA STUD S7.02 D SECTION A-A SECTION B-B SECTION C-C cn �+ NOTES INTERMEDIATE S N TAIR LANDING — 1. WALL SHEATHING NOT SHOWN FOR CLARITY. O s JOIST PARALLEL TO SHAFT WALL STRINGER CONN TO LANDING s STRAPS AROUND SHEAR WALL OPENINGS r`! 57.02 1 1/2"=V-0" S7.02 NO SCALE SZ02 NO SCALE l� Project No: 10212100013 m Date: 03,17.2023 O STRINGER SPACING I Checked By: JW 12"OC MAX END OF END OF Drawn By: KPFF HANDRAIL — 3 1/2"CONT LSL RIM SPLICE SPLICE W PER ARCH BOARD AT 4'-0"MIN LAP SPLICE CrI LOCATIONS WOOD WALL OF HANDRAIL PER PLAN WOOD WALL z Sheet Name: SYSTEM pp PER PLAN WOOD FRAMING STRINGER PER MIN (32)16d @ SPLICE, PER PLAN PLYWOOD EQUALLY SPACED CENTER PL JOINT T.O.SHEATHING ON STUDS,TYP TREADS T.O.T. SHEATHINGU DETAILS DOUBLE TOP OUTSIDE OF SPLICE, ac Elm I I PLATE FASTEN PER IBC 1 1/2 TABLE 2304.10.1 cc 0 I I I I ul) 3/8"MOUNTING z PLATE WITH "THRU BOLT CITY APPROVED PLANS BOLTS 1D FRAMING,TYP U FLOOR JOIST OR I I E LANDING JOIST (3)16d-SHORT PER PLAN HUC26-2,W/(12)16d INTO Reviewed for[ode Compliance TOENAIL TO BLKG LANDING BEAM AND(6)1. p ad TOENAIL ES INTO STRING SISTER O SHEATHING PLANS MUST BE ON JOB SITE r-I PER ARCH 1/2"MIN-2"MAX CONT SISTER JOIST NOTES: JOIN TOGETHER W/ 1I2"MIN-2"MAX 1. PROVIDE CONTINUOUS TOP FOR ALL INSPECTIONS Sheet IN WHERE WALLS ARE 12'-0"OI 10d NAILS AT 6"OC STAGGERED WOOD WALL FRAMING INTERFACE S7.02 ro WITH RATED PARTITION s STRINGER SECTION a TYP TOP PLATE SPLICE 57.02 NO SCALE 57.02 NO SCALE 57.02 NO SCALE Pa 1 2 3 4 5 6 ivot PEMB FRAMING BEAM A TOR OPTION n o r t h 2 CONTRACTOR OPTION S7.03 TO UTILIZE HILTI X-U SHOT PIN FASTENERS INTO ROOF PURLINS (ESR REPORT 2269)OR A (2)#10 SMS AT 16"OC INTO ROOF DECK CONT DEEP TRACK BENT PL 97 MIL PIVOT NORTH ARCHITECTURE,PLLC. 1101 W.GROVE STREET BOISE,ID 83702 a www.pivotnorthdesign.com PARAPET COPING STAMP e oNAL E% 6' 3" CONT80OT150-54 18118" W/(2)#10 SCREWS. T.O.TUBE ————— SCREW HEAD SHALL BE j u 12 3 STEEL CFMS FLUSH WITH TRACK PER PLAN I I I I I I I I I I NESTED DEFLECTION TRACK AT TOP RICFCeYg2lsmILLER I � I OF INTERIOR DEMISING WALL I I I I I I B m I I o FORMED METAL WALL PANELS ao9 gay w V N $vmm° I I STEEL TUBE(2"x 2") I I I I EXPANSION AND SLAB METAL DECK PER METAL ISOLATION JOINT Z-PURLIN OR FRAME NESTED TRACK BLDG MANUF FILLER STRIP PER METAL BLDG MANUF PER 1/S7.03 I I Z, T.O.ROOF iy LEVEL 1 DECK I-V 100'-0" II III= =III=' t— ri III METAL STUDS PER PLAN Lu Efl — — — MtAX Lu U l=ll=ll=ll=ll=ll=ll=11=ll=ll l�l l lli l! z HEAD OF WALL DETAIL AT METAL z Qco a TRASH ENCLOSURE SECTION DETAIL 2 BUILDING FRAMING J 57.03 1"-1'-0" 57.03 1"=1'-0" L.L. Q Z_ IL 2� V) ~ J J z 4-1 Q a U U— zcif u O > j L > p d � V PARAPET ABOVE STEEL TUBE(2"X 2") \-I I I �I I I (2)#10 SMS FORMED METAL WALL PANELS I I I I I FLASHING AND TRIM I I D --- -- 1500050-54 COLD 1/2"MAX. N ROLLED CHANNEL m N 2x2x16 GA CLIP ANGLE O STEEL TUBE(3"X 3") @ EA STUD W/(2)#10 N SMS TO STUD r_1 Project No: 10212100013 COLD-FORMED m Date: 03,17.2023 METAL FRAMING O Checked By: JW Drawn By: KPFF Lu 5 PLAN DETAIL METAL CORNER TRIM TYP COLD—FORMED STUD BRIDGING z Sheet Name: 57.03 7.03 0 3"=1'-01, 5 NO SCALE TYPICAL COLD =u FORMED STEEL DETAILS z 0 CITY APPROVED PLANS u EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O c—I FOR ALL INSPECTIONS Sheet No: S7.03 Pa 1 2 3 4 5 6 • GENERAL LEGEND HVAC LEGEND UNLESS NOTED OTHERWISE ALL SCHEDULED DATA IS LISTED AT ELEVATION 3800 FT pivo (Not all symbols listed below are used on these drawings) (Not all symbols listed below are used on these drawings) n o r t h ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION CAP END OF PIPE HWS -HWS- HEATING WATER SUPPLY PIPING ®. SUPPLY DUCT UP/DOWN SECTION DESIGNATION SECTION CUT ON THIS SHEET Ml ®.PITCH DOWN IN DIRECTION OF ARROW HOUR -HR-- HEATING WATER RETURN PIPING RETURN DUCT UP I DOWN HVAC PLAN NOTES: GENERAL NOTES: ARCHITECTURE PIPEANCHOR HTWS -HTWS- HIGH TEMPERATURE HEATING WATER SUPPLY PIPING EXHAUST DUCT UP/DOWN e A eVIEW REFERENCE DESIGNATION -� PIPEAUGNMENTGUIDE HRNR -HTWR- HIGH TEMPERATURE HEATING WATER RETURN PIPING ® ROUND DUCT UP/ROUND DUCT DOWN 1. ALL SUPPLY AIR DIFFUSERS ARE 4-WAY AIR PATTERN UNLESS SHOWN 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD.EXISTING X-X VIEW REFERENCE ON THIS SHEET S UNION OR FLANGE CHWS -CHWS- CHILLED WATER SUPPLY PIPING 4BF12 FLAT OVAL DUCTWORK OTHERWISE. CONDITIONS TO REMAIN ARE DENOTED LIGHTLY. X EQUIPMENT UNIT IDENTIFICATION CONCENTRIC PIPE REDUCER CHAR -CHWR- CHILLED WATER RETURN PIPING FLEXIBLE DUCT CONNECTION 2. DUCT SIZE OF BRANCH DUCT TO AIR DEVICE SHALL BE THE SAME SIZE AS 2. A DETAILED METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION PIVOT NORTH ARCHITECTURE,PLLC. EUIPMENT UNIT NUMBER(UNIT SERVED-FLOOR- NECK SIZE OF AIR DEVICE UNLESS NOTED OTHERWISE. ACTIVITY AFFECTS THE SAFETY OF THE OCCUPANTS,OWNER'S EQUIPMENT OR 116 S.6TH STREET 1-2-3 SoEQUENCE#) ECCENTRIC PIPE REDUCER D � COOLING COIL DRAIN PAN PIPING Boo �} BACK RAFT DAMPER VALUABLE CONTENTS OR ANY SYSTEM WHICH SUPPORTS THESE SYSTEMS; ® BOISE,ID 83702 DIFFUSER IDENTIFICATION PRV PRESSURE REDUCING VALVE CWS --CWS- CONDENSER WATER SUPPLY PIPING TCD ® TEMP.CONTROL DAMPER-OPPOSED BLADE 3. ALL HEATING WATER SUPPLY AND RETURN BRANCH PIPING TO TERMINAL OR ESSENTIALLYAFFECTS THE BUILDING MANAGEMENT,OPERATIONS OR A 250 DIFFUSER NECK DIAMETER BOXES SHALL BE 3/4"UNLESS NOTED OTHERWISE,ALL PIPING TAKE-OFFS SECURITY. WWW.PIVOtRORI1dBS19N.COm DIFFUSER CFM PTRV r�. PRESSURE AND/OR TEMPERATURE RELIEF VALVE CWR -CWR-- CONDENSER WATER RETURN PIPING TCD TEMP.CONTROL DAMPER-PARALLEL BLADE FROM MAINS SHALL BE TOP TAKE-OFFS WITH SWING JOINTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION N ALL EXISTING LINEAR DIFFUSER IDENTIFICATION �� ISOLATION VALVE IRE:SPEC FOR TYPE) GHWS �HWS- GLYCOL HEATING WATER SUPPLY PIPING MVD (� MANUAL VOLUME DAMPER 4. BRANCH DUCT SIZE TO INLET OF ALL TERMINAL BOXES SHALL BE THE SAME CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY STAMP LINEAR DIFFUSER NECK DIAMETER GHWR _GHWR_ SDUCT MOTORIZED DAMPER IZE AS THE INLET SCHEDULED UNLESS NOTED OTHERWISE.BRANCH DUCTS THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION. LINEA DIFFUSER NEAR DIFFUSER CFM TH CV �� CHECK VAVERTICAL LVE IPE VALVE PCWS -PCWS- PROCESS HEATING HILLED WATERR SUPPLY PIPING RETURN PIPING MD � CONICAL FITTING WITH MVD NEXT S TO TANDARD DIAMETER.NAL BOXES DING 15'OR TWO ELBOWS,SHALL BE UP-SIZED TO q COORDINATE WORK WITH ALL TRADES. FINNED TUBE RADIATOR ACTIVE ELEMENT LENGTH SOLENOID/MOTORIZED VALVE PCWR -PCWR-- PROCESS CHILLED WATER RETURN PIPING LR SPIN-IN FITTING WITH MVD 5. UNLESS OTHERWISE NOTED,ALL SUPPLY AIR DUCTWORK SHALL BE 5. CONTRACTOR IS RESPONSIBLE FOR SECURING AND WEATHERPROOFING ANY 2AI FTR EQUIPMENT UNIT IDENTIFICATION �4� SOLENOID VALVE UPS BPS- LOW PRESSURE STEAM SUPPLY PIPING IO-15#) FD DUCT FIRE DAMPER EXTERNALLY WRAPPED TO THICKNESS AS STATED IN SPECIFICATIONS AND ROOF OPENING NOT COMPLETED DURING WORKING HOURS. EQUIPMENT UNIT NUMBER � I RETURN AND EXHAUST DUCTWORK IS NEITHER LINED NOR WRAPPED. RADIATOR ENCLOSURE LENGTH(OR W-W=WALL-TO-WALL) HOSE END DRAIN VALVE UPC --LPC-- LOW PRESSURE CONDENSATE RETURN PIPING FSD ®JET COMBINATION DUCT FIREJSMOKE DAMPER 6. COORDINATE ALL DUCTWORK AND PIPING WITH EQUIPMENT,STRUCTURE, 6. PROVIDE ROOM AIR BALANCE TO ACHIEVE POSITIVE(+)OR NEGATIVE I-)AT ETC. O KEY NOTE REFERENCE PIT TPR PRESSURE/TEMPERATURE TAP MPS --MPS- MEDIUM PRESSURE STEAM SUPPLY PIPING(16#-60#) SD ®JET DUCT SMOKE DAMPER THE DIFFERENTIAL PRESSURE INDICATED ON THE DRAWINGS. O KITCHEN/OWNER/MEDICAL EQUIPMENT REFERENCE ✓~ STRAINER MPC --MPC-- MEDIUM PRESSURE CONDENSATE RETURN PIPING DUCT SMOKE DETECTOR 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATION OF ROOF- 7. PROVIDE EOMD AT ALL LOW POINTS FOR STEAM SUPPLY PIPING AS REQUIRED MOUNTED EQUIPMENT AND ASSOCIATED INDOOR EQUIPMENT.ONLY ONE UNIT TYPICAL ROOM REFERENCE(TOP=RM#,BOTTOM=FUR) STRAINER W/SLOWDOWN HPS --iPS- HIGH PRESSURE STEAM SUPPLY PIPING(61#-125#) DAD ® DUCTACCESSDOOR WHICH MAY NOT NECESSARILY BE SHOWN. SHALL BE TAKEN OUT OF SERVICE AT ANY TIM E,WITH REMAINDER OF UNITS POINT OF CONNECTION,NEW TO EXISTING BRAIDED FLEXIBLE PIPE CONNECTOR HPC --HPC-- HIGH PRESSURE CONDENSATE RETURN PIPING LEFT OPERATIONAL. 8. ALL BRANCH STEAM SUPPLY AND CONDENSATE RETURN PIPING FROM MAINS POINT OF DISCONNECTION,DEMO --CO--- DOUBLE-BOWL FLEXIBLE PIPE CONNECTOR PC --PC- PUMPED CONDENSATE PIPING TURNING VANES IN DUCT ELBOW SHALL BE TOP TAKE-OFFS WITH SWING JOINTS. B. CONTRACTOR SHALL NOT SHUT DOWN/TAKE OUT OF SERVICE ANY SYSTEMS ��///-yarn ��`�,Yw, WITHOUT FIRST COORDINATING WITH OWNER AND PREPARING M.O.P. Ric§a g(/(/l MILLER � DIRECTION OF FLOW IN PIPE � THERMOMETER BBD -BBD- BOILER SLOWDOWN PIPING EP � ELECTRIC-PNEUMATIC CONTROL VALVE 9. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAILS. ✓ IIIJJJ DUCTWORK,PIPING AND EQUIPMENT TO BE REMOVED PRESSURE GAUGE BF ---BF-I BOILER FEED WATER PIPING PE PNEUMATIC-ELECTRIC CONTROL SWITCH 10,DUCT SIZES INDICATED ARE SHEET METAL SIZES.WHERE INTERNAL DUCT (E) EXISTING 13 SIGHTGLASS RL -RL- REFRIGERANT LIQUID PIPING Q O WALL SWITCH I EMERGENCY SWITCH LINING IS PROVIDED,SHEET METAL SHALL NOT BE INCREASED IN SIZE. DEMOLITION GENERAL NOTES: IN) NEW C.A.P. ® CEILING ACCESS PANEL RS --RS-- REFRIGERANT SUCTION PIPING O TEMPERATURE SENSOR (R) RELOCATED ��IIpp PUMP RHG -RHG- REFRIGERANT HOT GAS PIPING WALL MOUNTED THERMOSTAT 1. NOTED.EXISTING ALL TEMS REMAINASHED&RE OLDSED ALL BE REMOVEDLESS UNLESS �L� OT NOTED.ALL ITEMS SHOWN DASHED&BOLD SHALL BE REMOVED UNLESS (F) FUTURE TB THRUST BLOCK TT (1) THERMOSTATIC STEAM TRAP C® WALL MOUNTED CARBON DIOXIDE SENSOR OTHERWISE NOTED. B DIA 0 DIAMETER MAV MANUAL AIR VENT FaT FLOAT AND THERMOSTATIC STEAM TRAP WALL MOUNTED OXYGEN SENSOR 2. CONTRACTOR SHALL NOT SH UT-OFF OR PUT-OUT OF SERVICE ANY SYSTEMS O O 0 0 WAD WALL ACCESS DOOR AAV AUTOMATIC AIR VENT IBT OT IeT INVERTED BUCKET STEAM TRAP OH HUMIDISTAT OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. EW U NIC NOT IN CONTRACT Tcv 94 (2 OR 3-WAY)TEMPERATURE CONTROL VALVE UNIT MOUNTED THERMOSTAT 3 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED IPRIOR TO BID. (nTE AND E AFF ABOVE FINISHED FLOOR �3- VENNRI METER OP P® PRESSURE SENSOR I PRESSURE MONITOR NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END m LLI 2 RESULT AS INDICATED BY THE CONTRACT DOCUMENT. GC GENERAL CONTRACTOR BV CALIBRATED BALANCING VALVE S UNDERCUTDOOR Q m ca MC MECHANICAL CONTRACTOR AFV AUTO FLOW VALVE LOUVER IN DOOR 4. CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF U DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT O 3 EC ELECTRICAL CONTRACTOR RSVP REFRIGERANT SERVICE VALVE RISE DUCTRISE DOCUMENT. M UNO UNLESS NOTED OTHERWISE DPS DP DIFFERENTIAL PRESSURE SWITCH -P DUCTDROP 1- a(n m t0 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK,VERIFY EXISTING t0 C COMMON FS �_ FLOW SWITCH A.L. ACOUSTICALLY LINED DUCTWORK CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR Q Q O m NC NORMALLY CLOSED EJ EXPANSION JOINT TCRAD TEMPERATURE CONTROL OUTSIDE AIR DAMPER RESOLUTION. U L V m No I I NORMALLY OPEN BJ - BALL JOINT EXPANSION COMPENSATOR TCRAD TEMPERATURE CONTROL RETURN AIR DAMPER 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY o Co UNLESS OTHERWISE NOTED.REMOVED ITEMS SHALL BE TURNED OVER TO THE O 0 SA SUPPLYAIR TCRAD TEMPERATURE CONTROL EXHAUST AIR DAMPER OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED SP IN WC STATIC PRESSURE IN INCHES WATER COLUMN BY THE OWNER.REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE v DOUBLE/SINGLERA RETURN AIR LINE DUCT LEGEND OWNER CHOOSES NOT TO ACCEPT. Not all symbols listed below are used on these d1win s EA EXHAUSTAIR EOMD END OF MAIN DRIP 7. WHERE EXISTING PIPING,T.C.TUBING/WIRING ETC.ARE TO BE REMOVED FROM SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE CA OUTSIDEAIR SCCR SHORT CIRCUIT CURRENT RATING WALLS WHICH ARE REMAINING,THE WALLS SHALL BE REPAIRED TO MATCH T SO ® SUPPLY AIR DEVICE ORIGINAL CONDITIONS. \ --FEE-L RIGIo7 `FLex mclo-, �r�ex n RG m RETURN AIR DEYICE 8. WHERE MISTING PIPING IT BE REMOVED PASSES THROUGH FLOORS,THEY BUILDING VV �'LTJf IL-Lr//�/ SHALL BE CUT BACK IN WITHIN CONCRETE AND FILLED WITH GROUT, 45°TEE(ROUND) 90°TEE(RECTANGULAR) FLEX DUCT 90°RADIUS ELBOW RG 0- RETURN AIR DEVICE WITH SOUND BOOT ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. \ T\ TI EG ® EXHAUST AIR DEVICE I TEED J 45°TEE(RECTANGULAR) 90°TEE(ROUND) MANUAL VOLUME DAMPER 90°ELBOW BAS CONTROL LEGEND&NOTES COMcheck Software Version 4.1.1.0 �r..�I wi auu (Not all symbols listed below are used on these drawings) U 0) I µ ou"PER EI I J ABBR. SYMBOL DESCRIPTION f Mechanical Compliance Certificate ILLL� �C I-uu 20 8 / (I''t N DUCT SPLIT GRD RUNOUT REDUCER 45°ELBOW D.I. � DIGITAL INPUT (D M 7 00 Project Information L 0 D.O. O DIGITAL OUTPUT O Energy Cade: 20181ECC z uj Project Title: Twin Falls Training Facility A.I. A.I. ANALOG INPUT Location: Twin Falls,Idaho Q LL Climate Zone: 5b z Project Type: New Construction' A.O. ® ANALOG OUTPUT ~ � ' Con rtnedion Site: OwnerlAgent Designer/Contractor: J GENERAL NOTES: 420 Victory Avenue 1. THE TEMPERATURE CONTROL MATRIX,CONTROL DIAGRAMS,AND THE SEQUENCE OF OPERATIONS ARE ALL BINDING AND COMPLEMENTARY.IFTHEREISA Twin Fals.ID 83301 .. J Lzu DISCREPANCY BETWEEN THEM,THE WORST CASE SCENARIO SHALL BE USED FOR BIDDING PURPOSES.ADDITIONAL COSTS WILL NOT BE ALLOWED FOR DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THE DRAWINGS. Additional Efictency Packages) 4- LL Q 2. INADDITIONTOTHE DDC POINTS LISTED,THE CONTRACTOR SHALL CAREFULLY REVIEW ALL DRAWINGS,ALL SPECIFICATIONS,AND ALL SEQUENCES OF High Performance SWH U } OPERATION.THE DOCUMENTS ARE ALL INCLUSIVE AND COMPLIMENTARY TO EACH OTHER.THE PROJECT SHALL INCLUDE ANY AND ALL NECESSARY DDC 7 POINTS TO SUPPORT THE REQUIREMENTS OF ALL THE DOCUMENTS. Mechanical Systems List ` 3. AL WAYS REFER TO DRAWINGS FOR QUANTITY. ^ U 4. PROVIDE OPEN PROTOCOL COMMUNICATION WITH FACTORY SUPPUED CONTROLLER. Quantity System Type 14 Description O S. SAS CONTRACTOR SHALL COORDINATE STATUS LEVEL FOR EACH ALARM POINT WITH THE OWNER TO DETERMINE WHICH ONES REQUIRE IMMEDIATE > ATTENTION. 2 ELECTRIC UNIT HEATERS EUH(Single Zone): L 0 6. IF THERE IS A DISCREPANCY BETWEEN ANY DOCUMENTATION,THE WORST CASE SCENARIO SHALL BE USED FOR BIDDING PURPOSES.ADDITIONAL COSTS WILL Healing:1 each-Unit Heater,Electric,Capacity-17 k8tum NOT BE ALLOWED FOR DISCREPANCIES BETWEEN THE SPECIFICATIONS AND DRAWINGS. No minimum efficiency requirement applies Fan System:UNIT HEATERS I WORK AREAS--Compliance(Motor nameplate HP method):Passes Fans: FAN 22 Supply,Constant Volume,300 CFM,0.0 motor nameplate hp,0.0 tan of idu ncy grade F-1 OUTSIDE AIR VENTILATION CALCULATIONS(OA) FURNACE WAD(Single Zone): CITY REVISIONS 2/27/23 Heeling:7 each-Centres FumaCe,Gab.Capacity=52 kBIWh Proposed Efficiency-95.00%Et,Required Efficiency:80.00%Et or 80%AFUE AIR SYSTEM TAG ROOM OCCUPANCY CLASSIFICATON Code Basis:IMC 2021 ZONE VENTILATION 0 0 SYSTEM OCCUPANT 100°b OUTSIDE AIR Cooling:1 each-Field-Assembled D%System,Capacity-25 kBtulh,Air-Cooled Condenser,No Economizer,Economizer exception: EFFECTIVENESS I.)= DIVERSITY(D)= SUMMARY None ZONE PEOPLE AREA OCCUPANT BREATHING ZONE PRIMARY PEOPLE ROOM No minimum efficiency requirement applies ROOM NAME AND NUMBER PRIMARY SECONDARY ZONEAREA prq�y OUTSIDE OUTMDE DENSITY TOTAL ZONE OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE Fan System:FURNACE W/AC OFFICE AREA-Compliance(Motor nameplate HP method):Passes (SF) AIR CFM AIR RATE AIR RATE W10003F PEOPLE AIR CFM AIR CFM WR AIRCFM AIRCFM (CFM) (CFMISR FRACTION Fan.: D Az z Re Pz bz) l.l Z PAN 34 Supply,Constant Volume.854 CFM,0.8 motor nameplate hp,0.8 fan efficiency grade 100 HALLWAY PUBLIC SPACES CORRIDORS aa0 400 0.0 0.06 0 0 29 o.o90 0 29 1 LOW INTENSITY IR(Single Zone): t•I Heading:4 each-Radiant Heater,Gas,Capacity-75 kBINh 101 STAIR PUBLIC SPACES CORRIDORS 312 50 0.0 0.06 0 0 19 20 0.468 0 1s No minimum effciency requirement applies l V Fan System:None O 102 OFFICE OFFICES OFFICESPACES 120 80 So 0.06 5 1 10 13 0.159 3 7 1 SPLIT SYSTEM(Single Zone): N 1.KITCHENETTE OFFICES BREAK ROOM 120 150 SA 0.06 30 4 25 32 0.210 18 7 Cooling:1 each-Field Assembled DX System,Capacity.18 kBtulh,Air-cooled Condenser,No Economizer,Economizer exception: None 104ADARESTROOM PUBLIC SPACES TOILET ROOM 90 a5 0.0 0.00 o o 0 0 0.000 0 o No minimum efficiency requirement applies Project No: 19.029 Fan System:SPLIT SYSTEM HEAT PUMPS I SLEEPING ROOMS--Compliance(Motor nameplate HP method):Passes fyi105 ADA RESTROOM PUBLIC SPACES TOILET ROOM 90 a5 0.0 0.00 0 0 0 0 0.000 0 0 Date: 3I1712023 Fans: 106 ELEC.ROOM PUBLIC SPACES TOILET ROOM es 0 0.0 0.00 0 0 0 0 0.000 0 0 FAN 33 Supply,Constant Volume,290 CFM,0.2 nlotof nameplate hp,0.0 fan efficiency grade O Checked By: JLJ ' 1 GAS WATER HEATER: ' 107IT ROOM PUBLIC SPACES TOILET ROOM 92 0 0.0 0.00 0 o 0 0 0.000 0 0 Gas Storage Water Heater,Capacity:100 gallons,Input Rating:199 kBturll w/Circulation Pump I- Drawn B y: NAH Proposed Efficiency:96.00%EL Required Efficiency:80.00%Et w 108FIRERLSER PUBLIC SPACES CORRIDOI2a 120 0 0.0 0.00 0 0 0 o 0.000 0 0 ,n Project: TWINFALLSTRAININGCENTER T-IS.,1 Air CFM= 0so Uncone dOulsid Air 87 «<OA 21 62 V' S h e e 1 N U m e Imeke,CFM(von)= ��sam Mechanical Compliance Statement z L.-.n: TININFALLB,IDAHO CdScal zone onlsiae ar p,4� system ve,mlatim p,�p eonec dOo iaearlmeke 132 'o dowde Air as lssi Compliance 5[atement The proposed mechanical design represented In this document is consistent with the building plans, O Fralmn(MAXZP)= Emoieney(Ey) A,cFM N11= w°Olsupplysir= specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been MECHANICAL designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. F_ EF-2 EXHAUST AIR CALCULATIONS Name-Title Signature Date u LEGENDS & NOTES AIR SYSTEM TAG ROOM OCCUPANCY ClA331FICATON Code Basis:IMC 2018 ZONE VENTILATION 10 SYSTEM OCCUPANT 10/. OUTSIDE AIR U EFFECTNENESS(Ez)= DIVERSITY(D1. SUMMARY r^ PEOPLE AREA PRIMARY Z ROOM ZONE OCCUPANT BREATHING ZONE PEOPLE ROOM ROOM NAME PRIMARY SECONDARY ZONEAREA pmMARy OUTSIDE AREA DENSITY TOTAL ZONE OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE NUMBER (SF) AIRCRe AIRRATE AIRRATE #r1000SF PEOPLE AIR CFM AIRCFM AIR AIR CFM AIR CFM O L� (CFM) (CFMSF) FRACTION (A7) (Vpz) (Rp) (Ra) (PX) Wes, (Ypa) ,=a, CITY APPROVED PLANS u E _ BALANCE REPORT TO o 102 APPARATUS SAY ENCLOSED 3,630 no 5.0 01 0 0 184 1" 0.920 0 184 PARKING GARAGE BE PROVIDED BEFORE Reviewedfor Code Compliance O Prof1x1: TWINFALLSFIRETRAINING TotalSupplyAlrCFM. no UncamecletlOuhitleAir 134 «<OA 0 184 FINAL INSPECTION PLANS MUST BE ON JOB SITE I_,CFM IV-)= «Sum Location: TWIN FALLS,ID Criti Frla lion(MAX 2P�. 0.920 SysEff�,mecyl(Ev)= 1.000 Correcletl OlnCFMr(VM)e 164 CortecteAlSupply PyAlrs 92.0°h Sheet N0. 3 FOR ALL INSPECTIONS Q o o M0.01 � N �o � N ' M � N O� N � \ O L M a Pa 1 2 3 4 5 6 FURNACE SCHEDULE • REMARKS: pivot 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. 2.REFER TO MECHANICAL LEGENDS AND NOTES SHEET FOR PROJECT ELEVATION. O DESIG. FAN DATA REFRIGERANT COOLING COIL GAS-FIRED HEATING SECTION FILTER DATA UNIT SIZE ARRANGE SUPPLY ESP IN. FAN WHEEL EAT �157 MBH MBH ARRANG TYPE(DISPOSE I OPER (Hfth ORIZ/VERT/ CFM AT O.A CFM W.C.AT DIA APPROX. MOTOR TYPE REFRIG COND UNIT MBH MBH MBH INPUT OUTPUT AT COMB. OUTPUT AT (FLAT OR WASHABLE/ AREA WEIGHT NAME NO. MFR MODEL TWINNED) ELEV AT ELEV S.L. (INCHES) RPM (ECM OR PSC) POWER VOLTAGE PHASE TYPE TAG SENS TOTAL DB°F WB°F DB°FAT S.L. S.L. EFF. ELEV EAT°F LAT°F WEE) ELECTRONIC) SF MERV L(IN) W(IN) H(IN) (LBS) CONTROL REMARKS ARCHITECTURE F 1 TRANE 59X2B080 VERT 850 150 0.00 0 0 ECM 0.75 HP 120 1 410 CU-1 16.6 24.8 80 67 5980.0 76.8 96% 66.4 58 147 FLAT DISPOSABLE 5.3 1 34 1 127 1 THERMOSTAT 1,2 A AIR COOLED CONDENSING UNIT SCHEDULE REMARKS: PIVOT NORTH ARCHITECTURE,PLLC. 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. 116 S.6TH STREET REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. BOISE,ID 83702 2.REFER TO SOUND DATA SCHEDULE FOR SOUND INFORMATION. WWW.PIVOtDORI1f1eS19D.00111 3.REFER TO MECHANICAL LEGENDS AND NOTES SHEET FOR PROJECT ELEVATION. DESIG. AHRI EFFICIENCY COMPRESSORS SIZE(INCHES) ELECTRICAL STAMP MATCHED LOW STG HOT GAS OPER SYSTEM NOMINAL TOTALMBH AMBIENTAIR LOWAMBIENT CONTROL VARIABLE SCROLL BYPASS SOUND LEVEL WEIGHT 1:-U E NO. MFR MODEL COMPONENT TONS COOL AHRI SEER EER IPLV AT ELEV TEMP(°F) AIR TEMP(°F) REFRIG TYPE TYPE NUMBER STAGES (YESINO) (YES/NO) (dBA) L W H (LBS) VOLTAGE PHASE MCA MOCP CONTROL REMARKS 1 TRANE 4TFR3024 F-1 2 13.4 11.7 0 24.8 95 0 410 SCROLL 1 1 No No 1 74 29 26 29 169 208 1 REMARK 1 REMARK 1 1 2.3 DUCTLESS SPLIT SYSTEM INDOOR UNIT SCHEDULE REMARKS: GENERAL:UNITS SUPPLIED ON THE PROJECT SHALL BE THE MOST RECENT SERIES CURRENTLY MANUFACTURED. 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. r�///-//`��'��//�n [`,�Yw, 2.POWER FOR LINE VOLTAGE SOURCE MAY ROUTE THROUGH OUTDOOR UNIT FOR CONTROL AND MAIN SWITCH PURPOSES.MECHANICAL CONTRACTOR SHALL COORDINATE MFR REQUIREMENTS WITH ELECTRICAL CONTRACTOR. RI�Ny V/Jul.■./LEER 3.REFRIGERANT CHARGE VARIES DEPENDENT UPON SIZE&LENGTH OF RUN OF PIPING. ✓ lJ 4.PROVIDE WIRED REMOTE CONTROL PANEL WITH INTEGRAL SPACE TEMPERATURE SENSOR.PROVIDE SETUP PER MANFACTUREWS INSTRUCTIONS AND TEMPERATURE SETPOINTS REQUIRED BY THESE PLANS AND SPECIFICATIONS. 5.PROVIDE CONDENSATE PUMP FOR EACH UNIT. 6.PROVIDE DRAIN PAN LEVEL SENSOR AT UNIT FOR SHUTDOWN UPON OVERFLOW OF CONDENSATE PAN. 7.PROVIDE FACTORY DISCONNECT ON UNIT. DESIG. SUPPLY FAN COOLING COIL-REFRIGERANT(AHRI) FILTER SIZE(INCHES) SENS ENTERING AIR OPER MOUNTING SOUND TOTAL HEAT SENS. WEIGHT POWER SOURCE NAME NO. MFR MODEL STYLE CFM(SL) FAN SPEED POWER POWER(dBA) VOLTAGE PHASE MCA MOCP MBH(SL) RATIO MBH(SL) DS(°F) WB(°F) STYLE TYPE L W H (LBS) COMMENT REMARKS 6 DS 1 DAIKIN FA018TAVJU HIGH WALL 500 HIGH 0 43 208 1 REMARK 1 REMARK 1 3.7 80 67 WASHABLE YNTHETICS 41 0 2 31 POWER FROM LINE 1,2,3,4,5,6,7 Q O O VOLTAGE SOURCE r• E U m 0 N � E DUCTLESS SPLIT SYSTEM OUTDOOR UNIT SCHEDULE o 0 REMARKS: Q m `�' GENERAL:UNITS SUPPLIED ON THE PROJECT SHALL BE THE MOST RECENT SERIES CURRENTLY MANUFACTURED. O y 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. 00 N 3 REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. L N a co 2.PROVIDE FACTORY-SUPPLIED,FIELD-INSTALLED INTAKE AND DISCHARGE WIND BAFFLES FOR LOW AMBIENT OPERATION OF OUTDOOR UNIT EITHER AS PROVIDED BY THE MANUFACTURER OR SHOP-FABRICATED PER MANUFACTURER'S INSTRUCTIONS. r rn .(o 3.REFER TO ASSOCIATED INDOOR UNIT SCHEDULE FOR ADDITIONAL REMARKS APPLICABLE TO OUTDOOR UNITS. Q Q 2 M Ud1OM DESIG. MATCHED COOLING CAPACITY REFRIGERANT SIZE(INCHES) OPER ELECTRICAL z(a.) SYSTEM OPERATING NOMINAL TOTAL MBH AMBIENT AIR LOW AMBIENT SOUND CHARGE WEIGHT rn ap NAME NO. MFR MODEL COMPONENT FUNCTION To (SL) (SL) (°F) (°F) AHRI SEER POWER(dBA) TYPE (LBS) L W H (LBS) VOLTAGE PHASE MCA MOCP CONTROL REMARKS O N DSO 1 DAIKIN RZR18TAVJUA DS-1 COOLING ONLY 1.5 18.0 105 -20 17 58 410 4.90 24 11 22 172 208 1 [RE.ARI:l REMARK 1 WALL MOUNTED WIRED 1,2,3 v" REMOTECONTROLLER AIR DEVICE SCHEDULE REMARKS: GENERAL-APPLIES TO ALL AIR DEVICES: MANUAL VOLUME DAMPERS SHALL BE ACCEPTABLE IN DUCTWORK AT THE BRANCH POINT OF THE RUNOUT DUCT OR IN-LINE TO THE AIR DEVICE BY THE CONTRACTOR INSTALLING DUCTWORK.A DAMPER LOCATED AT THE AIR DEVICE SHALL BE ACCEPTABLE WHEN PERMITTED BY ENGINEER ON A CASE-BY-CASE BASIS OR WHEN THE MANUFACTURER REQUIRES AN INTEGRAL MANUAL VOLUME DAMPER. 1. DESIG. FUNCTION STYLE MFR. MODEL FRAME STYLE MODULE SIZE MATERIAL FINISH REMARKS J A CEILING SUPPLY PLAQUE FACE FIXED PATTERN,SQUARE PRICE SPD LAY-IN 24x24 STEEL WHITE DIFFUSER U B CEILING RETURN,TRANSFER MODULAR PERFORATED FACE GRILLE PRICE PDDR LAY-IN SEE PLANS STEEL WHITE Q m C CEILING EXHAUST EGGCRATE FACE GRILLE PRICE 80 SURFACE SEE PLANS ALUMINUM WHITE L.L_ Ln C D SIDEWALL SUPPLY ADJUSTABLE VANES,DOUBLE DEFLECTION,3/4" PRICE 520 SURFACE SEE PLANS STEEL WHITE r n .--I O.C. V O m E SIDEWALL EXHAUST FIXED ANGLE VANES,3/4"O.C. PRICE 530 SURFACE SEE PLANS STEEL WHITE BLADES PARALLEL WITH LONG DIMENSION,UPTURNED 7 m FOR VISION BLOCK L_ co O z vi Q LL MAKE UP AIR UNIT SCHEDULE z COMMON NOTES(APPLIE... H A REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. (n REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. _J j B.UNIT HEIGHT DOES NOT INCLUDE HEIGHT OF CURB. J Z C.PROVIDE BASE RAIL OR CURB HEIGHT TO ACCOMMODATE CONDENSATE DRAIN P-TRAP. D.PROVIDE SHAFT GROUNDING RINGS FOR EACH BEARING ON MOTORS POWERED THROUGH VARIABLE FREQUENCY DRIVES. 4- Q E.MINIMUM 2-ROW HEATING COIL. U LL- F.MINIMUM 6-ROW COOLING COIL. cC G.PROVIDE A GRAVITY BACKDRAFT DAMPER ON EACH FAN IN A MULTI-FAN SECTION. Q) z O H.REFERTO SOU ND DATA SCHEDULE FOR SOUND INFORMATION. -� U I.REFER TO MECHANICAL LEGENDS AND NOTES SHEET FOR PROJECT ELEVATION. O > L O UNIT SPECIFIC REMARKS: d � 1.PROVIDE SEISMIC SPRING ISOLATION CURB. DESIG. SUPPLY FAN SECTION GAS HEATING SECTION UNIT SIZE DESIG. OPERATION WHEEL MOTORS AT ELEV AT ELEV EACH FAN OUTSIDE DRIVE MAX GAS PRESS MBH MBH MBH OPER AIR CFM ESP(IN TSP(IN NO.OF DIA TYPE (BELT/ RPM REQ'D POWER AIR P.D. RANGE(IN INPUT OUTPUT OUTPUT TURNDOWN WEIGHT NAME NO. AREA SERVED MFR MODEL NO. MIN. CFM WC) WC) FANS (IN) (AFIF IFC) DIRECT) APPROX. BHP (HP) VOLTAGE PHASE CFM (IN WC) WC) AT S.L. AT S.L. AT ELEV RATIO EAT°F LAT'F L(IN) W(IN)H(IN) (LBS) CONTROL REMARKS ]NENO.EENHECK IGX-P112-H12-MF-G 2,760 2,760 0.50 0.84 1 FADIRECT 2394 0.8 1.0 208 3 2760 0.14 7-14 178.1 1425 0.0 41 0 0 111 44 39 0 SEE SPEC 1 1 D m N O fV l� Project No: 19.029 m Date: 3/17/2023 O 1 Checked By: JLJ I- Drawn By: NAH Lu z Sheet Name: 0 MECHANICAL F u SCHEDULES r L z 0 CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet Ivo: Q o o M0.02 � N &; ' M � N O� N � \ O a Pa 1 2 3 4 5 6 FAN SCHEDULE • GENERAL REMARKS: pivot A REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. B.PROVIDE SHAFT GROUNDING RINGS FOR EACH BEARING ON MOTORS POWERED THROUGH VARIABLE FREQUENCY DRIVES. O C.FEG=FAN EFFICIENCY GRADE IN ACCORDANCE WITH AMCA 205. D.FAN E.S.P.INCLUDES DAMPER PRESSURE DROP.INCULDE DAMPER PRESSURE DROP IN SUBMITTAL. E.REFER TO SOUND DATA SCHEDULE FOR SOUND INFORMATION. fth F.REFER TO MECHANICAL LEGENDS AND NOTES SHEET FOR PROJECT ELEVATION. ARCHITECTURE SPECIFIC REMARKS: A 1.PROVIDE WIRED WALL CONTROLLER,RE:ELECTRICAL FOR LOCATION. 2.PROVIDE CURB,DISCONNECT SWITCH AND BIRD SCREEN.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3.INTERLOCKED WITH LIGHT SWITCH. 4.FAN TO RUN CONTINUOUSLY WITH WALL SWITCH TO OVERRIDE. BACKDRAFT PIVOT NORTH ARCHITECTURE,PLLC. DAMPER 116S.6TH STREET DESIG. MOTOR (BDD) SIZE(INCHES) BOISE,ID 83702 WHEEL TIP VFD THROAT THROAT OPER. www.pivotnorthdesign.com FAN DIA CFM AT E.S.P. APPROX. SPEED REQ'D ECM VFD RELAY STARTER BYPASS DRIVE TYPE& HEIGHT WIDTH WEIGHT NAME NO. MFR MODEL FAN TYPE SERVICE CLASS (INCHES) ELEV. (IN.W.C.) RPM (FPM) BHP POWER VOLTAGE PHASE (YESINO) (YESINO) (YESINO) (YESINO) (YESINO) TYPE LOCATION (INCHES) (INCHES) L W H (LBS.) CONTROL REMARKS OF 1 BIG ASS FAN ESSENCE HIGH VOLUME APP BAY 1 120.0 0 0.00 0 0.00 10 FLA 120 1 No Yes Yes No No DIRECT 120 120 24 50 MANUAL 1 STAMP LOW SPEED EF 1 GREENHECK CUE-160-VG UPBLAST APP BAY PURGE 1 18.0 2760 0.50 1163 5062 0.08 0.75 HP 120 1 Yes No No No No DIRECT GRAVITY 19 19 0 29 30 82 CO MONITOR 2 EF 2 GREENHECK CUE-080-VG UPBLAST APP BAY GENERAL 11.0 200 0.50 1566 4460 0.04 0.1 HP 120 1 Yes No No No No DIRECT GRAVITY ifi 16 0 22 13 35 MANUAL 2 EF 3 GREENHECK CUE-080.VG UPBLAST GENERAL 11.0 270 0.50 1666 4743 0.06 0.1 HP 120 1 Yes No No No No DIRECT GRAVITY ifi 1 6 0 22 13 35 1 MANUAL 1 2 UNIT HEATER SCHEDULE(ELECTRIC) REMARKS: 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. 2.PRODUCT IS SUITABLE FOR INSTALLATION AT ALTITUDES ABOVE 6000 FEET. 3.REFER TO PLANS FOR THERMOSTAT LOCATION,REMOTE OR INTEGRAL.PROVIDE 2-STAGE THERMOSTAT CONTROL WHERE 2-STAGE HEATING ELEMENT IS INDICATED. //��'��//�n [`,�Yw, 4.UNITS PROVIDED WITH INTEGRAL AUTOMATIC RESETTING LIMIT CONTROL FOR OVER-TEMPERATURE CONDITION ON HEATER. RIC V/Jul.■.ILLER 5.INTEGRAL LINE VOLTAGE THERMOSTAT. lJ DESIG. HEATING CAPACITY FAN MOTOR AIR TEMP SIZE(INCHES) ELECTRICAL MAX MTG. OPER. HEIGHT TO AIRFLOW WEIGHT BOTTOM NAME NO. MFR MODEL POWER MBH STAGES (CFM) NO. EAT(°F) LAT(°F) L D H (LBS) VOLTAGE PHASE (FT.) CONTROL REMARKS EUH 1 MARKEL F3FUH12CO3 12.5 KW 42.7 1 800 1 60 117 22 21 15 45 208 3 10 NOTES 1,2,3,4 EUH 2 MARKEL F3FUH12CO3 12.5KW 42.7 1 Boo 1 60 117 22 21 15 45 208 3 10 NOTES 1,2,3,4 EUH 3 MARKEL FlFUH03003 3.3 KW 11.3 1 400 1 60 90 20 19 13 36 208 1 9 NOTE5 1,2,3,4 CCQ O O C O M a ELECTRIC BASEBOARD SCHEDULE 00 E REMARKS: W N 2 m 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT Q 0 U PROTECTIVE DEVICES.REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT NAMEPLATE NN - SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. I.L O d 2.INTEGRAL LINE VOLTAGE THERMOSTAT. OLL O N 3 DESIG. HEATING CAPACITY MATERIAL ENCLOSURE ELECTRICAL r N (DHEIGHT Q Q cLi 1fl NAME NO. MFR MODEL BTUH POWER WATTS I FT FIN MATERULL (IN.) DEPTH(IN.) VOLTAGE PHASE CONTROL REMARKS EBBR 1 MARKEL DBFPD82501TS -- 2 KW 250 ALUMINUM 6 4 208 1 NOTE 2 1 V L m LOUVER SCHEDULE N a REMARKS: 1.COLOR TO MATCH MANUFACTURER OF METAL BUILDING. DESIG. OVERALL SIZE(IN.) PEAK AIR VELOCITIES AIR P.D.AT INTAKE OR FREE AREA AIRFLOW FACE AREA FREE AREA SEA LEVEL(IN NAME NO. MFR MODEL DISCHARGE L H D (SF) (CFM) (FPM) (FPM) WC) MATERIAL FINISH REMARKS WL 1 GREENHECK ESK-602 INTAKE 48 48 6 &46 2760 170 330 0.02 ALUMINUM NOTE 1 1 WL 2 GREENHECK ESK-602 INTAKE 18 18 6 0.78 270 120 350 0.02 ALUMINUM NOTE 1 1 ' J DUCT PRESSURE CLASSIFICATION SCHEDULE U Q m m DUCT TYPE MATERIAL PRESSURE CLASS REMARKS LJ_ Ln 0 LOW PRESSURE SUPPLY GALVANIZED STEEL[STAINLESS STEEL] +2" V m z oo LOW PRESSURE EXHAUST GALVANIZED STEEL[STAINLESS STEEL] 1" 0 z vi RETURN I TRANSFER AIR GALVANIZED STEEL +1-2" Q LL REMARKS: z 1 F _J J z ILL EQUIPMENT SOUND DATA SCHEDULE v_ Z 7 O REMARKS: H 1 O > L p DESIG. INLET NC RADIATED INC DISCHARGE NC 11 (Hz) (Hz) (Hz) NAME NO. 63 125 250 500 1K 2K 4K 8K 63 125 250 500 1K 2K 4K 8K 63 125 250 500 1K 2K 4K 8KL REMARKS EF 1 74 80 79 76 70 68 64 61 - - - -- -- - - -- - -- -- - - -- - - EF 2 72 75 69 62 61 58 51 47 - - - -- -- - - -- - -- -- - - -- - -EF 3 72 75 69 62 61 58 51 47 - - - -- -- - - -- - -- -- - - -- - --MAU 1 74 70 75 72 77 77 75 69 GAS FIRED RADIANT HEATER SCHEDULE D REMARKS: 1.MOUNT AT 15'-0"AFF TO BOTTOM OF UNIT. ro DESIG. BURNER INPUT f V HEATINGSTAGE CAPACITY O NAME NO. MFR- MODEL OF BURNER (BTUH) BURNER REMARKS N GRH 1 SPACE RAY LTS-40 2 40000 INDUCED DRAFT 1 GRH 2 SPACE RAY LTS-40 2 4011. INDUCED DRAFT 1 GRH 1 3 1 SPACE RAY LTS-40 2 40000 INDUCED DRAFT 1 \i Project No: 19.029 GRH 1 4 1 SPACE RAY LTS-40 2 40000 INDUCED DRAFT 1 m Date: 311712023 O 1 Checked By: JLJ I- Drawn By: NAH Lu z Sheet Name: O MECHANICAL F u SCHEDULES r L z 0 CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet Ivo: Q o o M0.03 � N &;� N ' M � N O� N � \ O a Pa 1 2 3 4 5 6 KEYNOTES M1 WATER HEATER CONCENTRIC VENT KIT THRU WALL.REFER TO • / MANUFACTURERS INSTALLATION INSTRUCTIONS. M3 CO AND NITORS ON SIDES F APP BAY. ERLOCK M4 ALL GRH T02 EOCONTROLL CONTROLLED BYRSINGLE OLOW VOLTAGETTWOSTAGETH P I vO t PURGE EXHAUST. THERMOSTAT.PROVIDE TRANSFORMER,MANUFACTURERS RELAY o r t h ' BOARD,ETC.AS REQUIRED. M12 SET OUT DOOR CONDENSING UNIT ON CONCRETE HOUSEKEEPING PAD. ARCHITECTURE A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RICCergusMILLER I I I 3 B CCQOo G O 00 o 10x10EA UP N p £ ,1 DS O ❑ CU 1 1 LLI N i FIRE RISER 0 UH 108 3 O Orn I I � T I acn `mom Q L O M U d1 0 07 Ds L .R001 I ROOM m 0 00 T 106 107 DO�O N CJ`' 10 100 A Bx8 C B 225 8e ADA RESTROOM A g6 ® 105 BUILDING 0 Sx8 18 A .1171 A ADA RESTROOM F— 00 104 J J FUTURE BUILDOUT I �I c a Q fO Ln 110 n 6 3 ILL 18x10 SA UP ® D �„/ m / — — — — + — — — — 14x12 RA UP C 85DO T GRH A 150 KITCHENETTE z a 03 Q I I � LL APP72BAY z B B LLW o 6 109 N 1so A ao J w I I OFFICE I a APARATUS VEHICJES ARE NOT TO RUN 4- Q > A B of WHILE INSIDE TH ILL BAY UNLESS a s DF-1 PROVIDED WITH TAILPIPE SOURCE N CAPTURE SYSTEM. Z 8 A 6 U A 100 a-8 O O rB� - - - - � - - ---= - - - - - - F— a I I I 225 B ------ I I T EBI I - D m NO N l� Project No: 19-029 LEVEL 1 - HVAC PLAN m Date: 3/17/2023 G7 SCALE: 1/8"=1'-0" 0 Checked By: JLJ Drawn By: NAH Lu z Sheet Name, O LEVEL 1 - HVAC PLAN F- U D re Ln Z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE CD 3 FOR ALL INSPECTIONS sheet No: Q o o M2.01 &; M NO/ IF LINEDF—IN I$NOTOT TSUREIINCH, ORAW ING IS NOT TO SCALE N � \ O Ma Pa 1 2 3 4 5 6 KEYNOTES M5 EXTEND GRH VENT FLUE PAST ROOF OVERHANG. • M6 ROUT D FLUES FROM AND FURNACE PAST ROOF OVERHANG. I�o t M7 ROUTE MAU FLUE UP OVER FURNACE DUCTWORK. MB OFFSET DUCTWORK IN RISE TO ALLOW ROUTING IN CEILING SPACE BELOW. M9 ROUTE DUCTS HIGH AS POSSIBLE IN MEZZANINE n o r t h M10 CONNECT OUTSIDE AIR DUCT TO RETURN SECTION OF FURNACE. BALANCE TO 270 CFM. M11 INSTALL FAN A MINIMUM OF 10'FROM OUTSIDE AIR WALL LOUVER. ARCHITECTURE A PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RICCergusMILLER T T T g Qpo EF U 00 N £ WL WL 1 3 5 w 6 2 o 0 E — — N¢ m ' _. a0 •..J LL U E� 00 °'2 2 T '� 10z10 EA DN L 0 a M Qa cLim MAU (GRH1 V d)o m o 00 DO N I. a 24x16$A D a 9 J I STORAGE oxaEA p+ 201 200 2 Ln s IL + Cr DF 38x22 110 SA 27 1 m — 1 - 18x18 EA DO Z v I i I I J z U ILL > 9 z 0 - - � - STAIR �O E� 101 1 DM6 m I I I I I N O N li Project No: 19-029 LEVEL 2 - HVAC PLAN m Date: 3/17/2023 G1 SCALE: 1/8"=T-0" O Checked By: JLJ Drawn By: NAH Lu Ln z Sheet Name: O LEVEL 2 - HVAC PLAN F- U D re Ln z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet Ivo: Q o o M2.02 M NO/ IF LINEDF—IN I$NOTOT TSUREIINCH, ORAW ING IS NOT TO SCALE N � \ O Ma Pa 1 2 3 4 5 6 REFER TO ARCHITECTURAL DRAWINGS FOR SEALING OF I�O INSTALL RUN-OUT PER ANNULAR SPACE AROUND SPECIFICATIONS OPENING THRU WALL INTEGRAL BELLMOUTH TYPE SPIN-IN WITH BIRD SCREEN MAIN DUCT BUTTERFLY TYPE MVD,EXTEND SUPPORT FROM OVERHEAD QUADRANT HANDLE THRU STRUCTURE SUPPLY AIR FLOW O fth INSULATION AND SEAL AROUND DUCTWORK AS NOTED ON A/B(AS SHOWN ON PLAN) INSULATION. FLEXIBLE DUCT(MAX.6'-0") PLANS A SUPPORT @ T-0"O.C.INSTALLED SHEET METAL PER SPECIFICATIONS DUCTWORK, TRANSITION TO E+C/B INSULATED PER �i I LONG RADIUS SPECIFICATIONS. E/F(AS SHOWN ON PLAN) C/D(AS SHOWN ON PLAN a PIVOT NORTH ARCHITECTURE,PLLC. STAINLESS STEEL WORM RETURN OR GEAR CLAMP ON BOTH Ems—C 45"MAXIMUM 116 S.6TH STREET THE FLEX DUCT JACKET EXHAUST AIR BOISE,ID 63702 FLOW CEILING AND INNER CORE. \ www.pivotnorthdesign.com BRANCH DUCT STAMP �-T-BAR OR LAY-IN BACKDTMRAFTPE LAY-IN AIR DEVICE FRAME FOR HARD J CEILING. DAMPER LRETURN OR C/B EXHAUST AIR NOTE: HARD CEILING INSTALLATIONS: TRANSITION IF REQUIRED FLOW SUPPLY AIR FLOW CEILING DIFFUSER SHOWN; 1. PROVIDE LAY-IN FRAME TO ALLOW AIR DEVICE TO BE 1 REGISTERS AND GRILLES REMOVED. TRANSITION IF E. SIMILAR. 2. LOCATE MVD TO BE ACCESSIBLE.IF SPIN-IN IS NOT EXHAUST FAN REQUIRED ACCESSIBLE PROVIDE A SEPARATE MVD ACCESSIBLE BY HOUSING WALL-REFER TO NOTE: SEE PLAN FOR SIZES. REMOVING THE GRILLE IN LIEU OF THE ONE AT THE SPIN-IN. ARCHITECTURAL TURNING VANES(TYP.) DRAWINGS FOR TYPE& ROUND NECK CONSTRUCTION SPLITTER DUCT DETAIL DUCT TAKE-OFF DETAIL AIR DEVICE DETAIL 3713-08 SCALE. EXHAUST FAN DETAIL SCALE:NONE 3480 2 SCALE:NONE 3300-07 SCALE NONE 3300-02 RIC§CeYgmSMILLER FLUE VENT TERMINATION PER MANUFACTURER'S INSTALLATION VENT TERMINATION PER REQUIREMENTS MANUFACTURER'S INSTALLATION REQUIREMENTS PLASTIC SEALER Q O PAST ANY ROOF S U M Eo PROVIDE REFRIGERANT PIPING KITS IN OUTDOOR UNIT MAY CONTAIN STORM COLLAR G ACCORDANCE WITH THE REQUIREMENTS ALTERNATE FACTORY-INSTALLED OVERHANG OR GUTTER _Q OF THE DUCTLESS SPLIT SYSTEM CONDENSATE DRAIN COMPONENTS SUCH AS SERVICE COUNTER FLASHING N - E PIPING SLOPING UP w 6 2 MANUFIED,VERIFY RFOR THE LSIZE FENGTH UNIT VALVES,SAFETY SWITCHES, WALL 0 FROM INDOOR UNIT. - $ SPECIFIED.VERIFY PIPING LENGTH& STRAINERS,EXPANSION VALVE, 12"MINIMUM ABOVE FLASHING,COORDINATE W/ROOFING DRAIN OUTLET SHALL Q m HEIGHT RESTRICTIONS TO CONFIRM THE MUFFLER,ETC.PROVIDE J L _ SUBMITTED PRODUCT SHALL MEET THE REQUIRE INTEGRAL ADDITIONAL EXTERNAL PIPING AVERAGE SNOW �� CONTRACTOR FOR INSTALLATION - CONDENSATE PUMP KIT. ACCUMULATION U y INSTALLATION REQUIREMENTS.PROVIDE COMPONENTS R'REQUIRED IBY O INSTALLATION T WITH MANUFD INSTALLED TXV MANUFACTURER'S INSTALLATION �� O O'2 IF REQUIRED BY MANUFACTURER'S Dy MANUAL. VENT INLET/OUTLET PER L(n c co INSTALLATION MANUAL. SPECIFICATIONS AND t—U) `m co ~3 MANUFACTURER'S INSTALLATION a Q cLi m PROVIDE CLAMP AND METAL REQUIREMENTS U O m MOUNT AS REQUIRED FOR t M INDOOR CLAMP SUPPORT O UNIT WITH RL OUTDOOR GAS PRV WITH REDUCERS AND in 00 INTEGRAL UNIT NIONS AS EQUIPMENT MFF IRED&SY T a� RADIANT �O N Rg________________ N P-TRAP EQUIPMENT.P R&SYSTEM GAS HEATER v PRESSURES.PROVIDE RIGID VENT PIPE TO TERMINATION OUTSIDE OF BUILDING. G D LJ CONDENSATE DRAIN REFER TO SPECIFICATIONS MATERIAL PER THE GAS PIPING AS INDICATED ON FOR ADDITIONAL EQUIPMENT MANUFACTURERS 6"MIN.DIRT LEG FLOOR PLANS,INTEGRAL INSULATION INSTALLATION MANUAL CONDENSATE PUMP KIT REQUIREMENTS MAY BE REQUIRED. OF REFRIGERANT PIPING } DUCTLESS SPLIT GAS FIRED RADIANT ~ CONCENTRIC VENT KIT DETAIL J SYSTEM PIPING DETAIL SCALE NONE HEATER DETAIL u m SCALE:NONE SCALE:NONE Q 01 2316-07 5400-05 5533-01 Ln L.L Com Z cO Q LL Z_ LL J � J Z 4- Q a CJ ILL > U! z p O > j i > o d � v D m N O N Project No: 19.029 M Date: 3/17/2023 O 1 Checked By: JLJ I— Drawn By: NAH I..0 z Sheet Name: O MECHANICAL F =U DETAILS z O CITY APPROVED PLANS u EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q o o M3.01 � N &; ' M � N O� N � \ O L M a Pa 1 2 3 4 5 6 CUP F1 FIRE PROTECTION NOTES: • j DEFERRED SUBMITTALS:Fire sprinkler(Underground GENERAL LEGEND pivot Fr UISHER REQUIREMENTS NFPA 24 and Above Ground NFPA 13)plans shall be sent (Not all symbols listed below are used on these drawings) 906 and NFPA 10 to the Idaho State Fire Marshal's Office ID SFM for review ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION FURNISHASTALLATILL LABOR,MATERIALS,EQUIPMENTANDSERVICUN NECESSARY ( ) FOR THE INSTALLATION OF ACOMPLETE AND PROPERLY FUNCTIONING FIRE and acceptance. j CAP END OF PIPE PROTECTION SYSTEM. O SECTION DESIGNATION portable fire extinguishers with X — PITCH DOWN IN DIRECTION OF ARROW 2. THE FIRE PROTECTION WORK INVOLVES ENGINEERING AND DESIGN BY THE 9 x-x SECTION CUT ON THIS SHEET CONTRACTOR TO DETERMINE THE EXTENT OF NEW WORK AND THE fth of 2A-10B:C. Idaho State Fire Marshal �(— PIPE ANCHOR g MODIFICATION AND EXTENSION OF EXISTING SYSTEMS TO PROVIDE FULL sfm.planreview@doi.idaho.gov a VIEW REFERENCE DESIGNATION — PIPE ALIGNMENT GUIDE COVERAGE TO THE PROJECT AREA SHOWN ON THESE AND THE ARCHITECTURE %-X The travel distance from an extinguisher �� A only licensed sprinkler contractors on the ID SFM approved VIEW REFERENCE ON THIS SHEET UNION OR FLANGE ARCHITECTURAL PLANS. EQUIPMENT UNIT IDENTIFICATION CONCENTRIC PIPE REDUCER 3. THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC.IT Shall not exceed 75 feet. list are allowed to submit fire sprinkler plans IAW IDAPA X EQUIPMENT UNIT NUMBER(UNIT SERVED-FLOOR- DOES NOT NECESSARILY REPRESENT ALL ELBOWS,OFFSETS,HANGERS,ETC., 1-2-3 18.08.02 SEQUENCE#) ECCENTRIC PIPE REDUCER REQUIRED FOR A COMPLETE WORKING SYSTEM. DIFFUSER IDENTIFICATION PRV �� PRESSURE REDUCINGVALVE PIVOT NORTH ARCHITECTURE,PLLC. 18 4. ALL FIRE PROTECTION SYSTEMS INSTALLED SHALL BE IN ACCORDANCE WITH FIRE EXTINGUISHER MOUNTING IAW A DIFFUSER NECK DIAMETER Plans shall meet current20181FC,NFPA13&24,2019ed. 250 DIFFUSER CFM PTRV PRESSURE AND/OR TEMPERATURE RELIEF VALVE NFPA-13,14,20,ETC.AND LOCAL BUILDING CODES AND ORDINANCES. 1t8S.ETHS3702 20181FC906.9 and be approved prior to installation. NEAR DIFFUSERIDENTIFICATION �� ISOLATION VALVE(RE:SPEC FOR TYPE) 5. FIRE PROTECT ION CONTRACTOR SHALL COORDINATE THE LOCATION OFALL BOISE,ID83702 LINEAR DIFFUSER NECK DIAMETER NEW FIRE PROTECTION EQUIPMENT AND PIPING WITH ALL OTHER TRADES www.pivotnorthdesign.com 4 8w24"L LINEAR DIFFUSER LENGTH VERTICAL PIPE VALVE PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND SYSTEM INSTALLATION,SO AS Extinguishers weighing 401bs or less All piping shall be inspected prior to covering.Fire Inspection � LINEAR DIFFUSER CFM CV CHECK VALVE NOT TO INTERFERE WITH THE ROUTING OF NEW DUCTWORK,PLUMBING shall be installed so that the top is not Line 208-735-7338 PIPING,ETC. STAMP more than 5 feet above the floor and FINNED TUBE RADIATOR ACTIVE ELEMENT LENGTH SOLENOID I MOTORIZED VALVE 2'-F FIR EQUIPMENT UNIT IDENTIFICATION S SOLENOID VALVE 6. PROVIDE ALL FITTINGS,RISER NIPPLES,ARM-OVERS,HANGERS,ETC.TO bottom is no less than 4 inches from the 3'-6' 28 EQUIPMENTUNIT NUMBER MAINTAIN CONFORMANCE WITH APPLICABLE STANDARDS AND TO POSITION floor.The extinguisher must be mounted A Back-flow Preventer shall be installed to RADIATOR ENCLOSURE LENGTH(OR W-W=WALL-TO-WALL) �� HOSE END DRAIN VALVE THE SPRINKLERS IN THE PROPER LOCATIONS. in a conspicuous location unobstructed all new systems and any existing(E)fire Q KEY NOTE REFERENCE PIT TPrt PRESSURE TEMPERATURE TAP 7. SEAL ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND CEILINGS from view in the normal path of egress. sprinkler systems that are modified. O KITCHEN/OWNER/MEDICAL EQUIPMENT REFERENCE �r� STRAINER WITH FIRE STOPPING MATERIALS AS REQUIRED. TYPICAL ROOM REFERENCE(TOP=RM#,BOTTOM=FUR) STRAINER WI SLOWDOWN B. FOR REMODEL AREAS NEW SPRINKLERS SHALL MATCH EXISTING SPRINKLERS. For(E)systems,this type of alteration will POINT OF CONNECTION,NEWTOEXISTING BRAIDED FLEXIBLE PIPE CONNECTOR 9. PROVIDE FIELD COORDINATION OF PIPING AND SPRINKLER INSTALLATIONS require plans to be submitted to the IDSFM POINT OF DISCONNECTION,DEMO DOUBLE-BOWL FLEXIBLE PIPE CONNECTOR WITH DUCTWORK,LIGHTS,SMOKE DETECTORS,DIFFUSERS,ETC. for review and Acceptance. i DIRECTION OF FLOW IN PIPE l�1 THERMOMETER' -_------ DUCTWORK,PIPING AND EQUIPMENTTOBEREMOVED � PRESSURE GAUGE �e (E) EXISTING SIGHTGLASS RICF��///_� YgZILSMILLER (N) NEW C.A.P. ® CEILING ACCESS PANEL Fire Riser Room/Fire Pump Access: (R) RELOCATED PUMP - e (F) FUTURE TS THRUSTBLOCK Itbe AW 2018 IFC 901.4.6.2,Markings on access DIA 0 DIAMETER MAV MANUAL AIR VENT oors:Access doors for automatic sprinkler WAD WALL ACCESS DOOR AAV AUTOMATIC AIR VENT B ystems risers'rooms and fire pump rooms shall N,c NOT IN CONTRACT Q p o labeled with an approved sign. I I 1 1 2 t, I- E AFF ABOVE FINISHED FLOOR W o m The lettering shall have a minimum height of 2 GC GENERAL CONTRACTOR - 2 LLI inches with a minimum stroke of 3/8 inch. MC MECHANICAL CONTRACTOR o 0 EC ELECTRICAL CONTRACTOR Q m m Red sign with white letters."Fire Riser Room" UNO UNLESS NOTED OTHERWISE IY() C COMMON 00 N �' L rn -2 to NO NORMALLY CLOSED Y) L NO NORMALLY OPEN M 07 L co o_ FIRE PROTECTION LEGEND N°° 0 Not all symbols listed below are used on these drawings) v N ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION F —F— FIRE SERVICE PIPING & NEW SPRINKLER HEAD O.S.&Y. O.S.&Y.GATE VALVE W/TAMPER SWITCH O EXISTING SPRINKLER HEAD FS FLOW SWITCH C RELOCATED SPRINKLER HEAD PIV POST INDICATOR VALVE 11 SIDEWALL SPRINKLER HEAD FDC FIRE DEPARTMENT CONNECTION D24 DRY SPRINKLER HEAD(SHAFT LENGTH) FHC FIRE HOSE CABINET FVC FIRE VALVE CABINET J AIS AUTOMATIC FIRE SPRINKLER < M m Ln I N V M z_ 00 O ' Z Q LL oC z cn J J z U ILL > OJ z p _ H O > L p d � V D m f'V O cV r--q Project No: 19.029 t--o Date: 3/17/2023 O 1 Checked By: JLJ I— Drawn By: DI LU z Sheet Name: O FIRE PROTECTION F_ =U LEGENDS & NOTES z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o F0.01 � N M O N O� N 2 \ O a Page 46 of 78 1 2 3 4 5 6 OUTSIDE BUILDING FOUNDATION WALL Inspections:Fire Sprinkler;Underground required 2to and KEYNOTES I�O Above Ground(NFPA 13)inspections are required to be L .v2"e UP TO conducted by the TF Fire Marshal's office,a City FINISHED R4"&5"AND representative or verified third party inspection company. TO FIRE SPRINKLER SYSTEM GRADE PIPE REQUIRED Visual,hydro,flush,and final. O (th MAIN WATER —� —� Only licensed sprinkler contractors(LSC)on the ID SFM A R C H I T E C T U R E FLOW SWITCH�' approved list are allowed to install underground fire 4"x4NI14"STEELCLEVIS ' NOTE: HANGER sprinkler pipe.Underground installation may be subbed out PROVIDE SERVICE AND SYSTEM 4"CHECK VALVE MINIMUM ANCHOR PLATE SIDE PRESSURE GAUGES. 5'-0^ but the LSC is responsible for all underground between city COVER connection and the fire riser. 2"MAIN DRAIN WITH PIVOT NORTH ARCHITECTURE,PLLC. VALVE.DISCHARGE SFM Accepted plans shall be on site prior to installation. 116 S.6TH STREET TO EXTERIOR z" BOISE,ID 83702 SERVICE 4"OUT THRU WALL TO INSIDE All piping&appurtenances shall be inspected prior to www.pivotnorthdesign.com APPROVED DOUBLE / BUILDING ppg pppCHECK VALVE ASSEMBLY FIRE DEPT.CONN. covering.Inspection Line 208-735-7338 IIPE RE SERVICE STAMP BALL DRIP LINK SEAL\I \I TO EXTERIOR 1-1/q••STEELPLATE WEIGHT STEEL Fire Sprinkler UndergroundSIZE AS REQUIRED .LARGER THAN IAW NFPA 24&TFSUPPORVICE PIPE WITH Fire Sprinkler exterior control valve: 1 WELDED STEEL ANCHOR AND WATER STOP PLATE SET IN TF Standard:Min 36"Of cover SLEEVE FOR BOLT 1-12"THREADED FOUNDATION WALL Since Fire Riser Room does NOT have a door O.S.&Y.GATE VALVE (TYP.) RODS(TYP.) from top of pipe. Min.12" direct) to the outside,a PIV In lieu of a street WITH TAMPER SWITCH below footing. y FIRE SERVICE TO BUILDING OYP,) g- shut off valve)vshall be provided in line with FIRE SERVICE Required Inspections: the riser in a location that is conspicuous and Visual before cover makes sense for responding fire crews. FIRE LINE ENTRY DETAIL SLEEVE DETAIL -Hydro Provide bollard protection if needed. RICFCeYgmsmILLER SCALE:NONE SCALE:NONE NFPA 24, 2019 ed. 1000A8 -Flush 1000-05 (211000) 00 00 U DN E N W N 2_ m U N TO FOUNDATION FDC PROTECT AS REQUIRED PER NFPA.PROVIDE DRY CO y 4"D o o o ❑ SYSTEM OR S AREAS SUBJECT O p N E - — — — — FREEZING.STANDARD SEMI-RECESS SPRINKLERS FOR N -2� LOWERED CEILINGS AND UPRIGHT SPRINKLERS FOR EXPOSED CEILINGS IN OTHER AREAS. . DCBF Q Q o m Ud)02 07 zv SEE FIRE CONTRACTOR W PLANS FOR CONTINUATION MECHANICAL,ELECTRICAL,AND IT SPACES. NO SPRINKLER PIPING IN THESE AREAS OTHER THAN PIPING SERVING SPRINKLERS DIRECTLY IN THAT ROOM. v N F ' J 5 U Q0) C � N N C7 m zm _ M O C z Q J J z U LL > 2 v z o o 0 L p • d � V D — ch f'V O cV I I I I I l� Project No: 19.029 (o Date: 3/17/2023 O LEVEL 1 - FIRE PROTECTION PLAN FL Checked J Drawn By:: DI DI G7 SCALE: 1/8"=1'-0" LLJ to z Sheet Name: O LEVEL 1 - FIRE =U PROTECTION PLAN z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o F2.01 NN o- ' M � N N 2 O L " Pa 1 2 3 4 5 6 KEYNOTES pivo t north A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER B CQo00 G U 00 1 no N £ PROTECT AS REQUIRED PER NFPA.PROVIDE DRY w d 2 SYSTEM OR SIDEWALLS IN AREAS SUBJECT TO CIE / — — FREEZING.STANDARD SEMI-RECESS SPRINKLERS FOR Q m co LOWERED CEILINGS AND UPRIGHT SPRINKLERS FOR EXPOSED CEILINGS IN OTHER AREAS. U B I 0 0 on a n on V) m MECHANICAL,ELECTRICAL,AND IT SPACES. Q Q cLi M NO SPRINKLER PIPING IN THESE AREAS OTHER THAN O m / PIPING SERVING SPRINKLERS DIRECTLY IN THAT ROOM. �O 00 N Q � F— ILL r VI o m \_J1171 DO Q lei J � J z U ILL > U! _ z O U O > j 613 L > p D m O � N Project No: 19-029 LEVEL 2 — FIRE PROTECTION PLAN ni Data 3/17/2023 b SCALE: 1/8" 1-0" O I Checked By: JLJ Drawn By: DI w z Sheet Name: O LEVEL 2 — FIRE zu PROTECTION PLAN z ' � O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � N o F2.02 M o/ IF LINE IN I$NOT TSUREIINCH, ORAW ING IS NOT TO SCALE N � O L " Pa 1 2 3 4 5 6 ENERAL LE END PLUMBING LEGEND pivot G G u G G GENERAL NOTES: (Not all symbols listed below are used on these drawings) Not all symbols listed below are used on these drawings) n o r t h ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD.EXISTING CAP END OF PIPE CW - CW- DOMESTIC COLD WATER PIPING GCOISCO (D GRADE CLEANOUTI SURFACE CLEANOUT CONDITIONS TO REMAIN ARE DENOTED LIGHTLY. X SECTION DESIGNATION - 6L- PITCH DOWN IN DIRECTION OF ARROW HW ----HW- DOMESTIC HOT WATER PIPING FCO O. FLOOR CLEANOUT 2. A DETAILED METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ARCHITECTURE x-x SECTION CUT ON THIS SHEET ACTIVITY AFFECTS THE SAFETY OF THE OCCUPANTS,OWNER'S EQUIPMENT OR ___x- PIPEANCHOR HWC -----HWC- DOMESTIC HOT WATER CIRC PIPING WCO W WALL CLEANOUT VALUABLE CONTENTS OR ANY SYSTEM WH ICH SUPPORTS TH ESE SYSTEMS; A eVIEW REFERENCE DESIGNATION - PIPE ALIGNMENT GUIDE CWS ---CWS- SOFTENED DOMESTIC COLD WATER PIPING CO [I- LINE CLEANOUT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT,OPERATIONS OR %-% VIEW REFERENCE ON THIS SHEET UNION OR FLANGE HWS ----IWS- SOFTENED DOMESTIC HOT WATER PIPING AD ® AREADRAIN SECURITY. EQUIPMENT UNIT IDENTIFICATION CONCENTRIC PIPE REDUCER 140°F HW ----140°F HW DOMESTIC HOT WATER PIPING @TEMP SHOWN FD FLOOR DRAIN 3. CONTR CONDITIONS PRIOR TO OMME CEMENT VERIFICATION N ALL LLSTING PIVOT NORTH ARCHITECTURE,PLLC. EQUIPMENT% ® CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY 723 SEQUENCE#)IT NUMBER(UNIT SERVED FLOOR _-- THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION. 116 S.6TH STREET SEQUENCE#) � ECCENTRIC PIPE REDUCER 140°F HWC --140°F HW DOMESTIC HOT WATER CIRC PIPING QTEMP SHOWN FS ® FLOOR SINK DIFFUSERIDENTIFICATION PRV �� PRESSURE REDUCING VALVE TW ----TW— TEPID WATER PIPING RDIOD O ROOF DRAIN OR OVERFLOW DRAIN 4. COORDINATE WORK WITH ALL TRADES. BOISE,ID637O2 ® A 280 DIFFUSERNECKDIAMETER www.pivotnorthdesign.com DIFFUSERCFM PTRV PRESSURE AND/OR TEMPERATURE RELIEF VALVE TWC -----TWC- TEPID WATER CIRC PIPING 6. CONTRACTOR IS RESPONSIBLE FOR SECURING AND WEATHERPROOFING ANY LINEAR DIFFUSER IDENTIFICATION ISOLATION VALVE(RE:SPEC FOR TYPE) ICW ---ICW- INDUSTRIAL COLD WATER PIPING VB ATMOSPHERIC VACUUM BREAKER ROOF OPENING NOT COMPLETED DURING WORKING HOURS. LINEAR DIFFUSER NECK DIAMETER STAMP 4 E 8 24'L LINEAR DIFFUSER LENGTH VERTICAL PIPE VALVE IHW ----IHW- INDUSTRIAL HOT WATER PIPING BFP fA'M_I�1 BACKFLOW PREVENTER 6. COORDINATE ALL PIPING WITH EQUIPMENT,STRUCTURE,ETC. S. LINEAR DIFFUSER CFM CV CHECKVALVE IHWC --- 114wC- INDUSTRIAL HOT WATER CIRC PIPING SA SHOCK ARRESTOR W/ISOLATION VALVE 7. CONTRACTOR SHALL NOT SHUT DOWN/TAKE OUT OF SERVICE ANY SYSTEMS FINNEDTUBE RADIATOR ACTIVE ELEMENT LENGTH SOLENOID MOTORIZED VALVE NPCW ---NPCW- NON-POTABLE COLD WATER PIPING GC GAS SHUT-OFF VALVE WITHOUT FIRST COORDINATING WITH OWNER AND PREPARING M.O.P. 2'-V FTR EQUIPMENT UNIT IDENTIFICATION �� SOLENOID VALVE NPHW ----NPHW- NON-POTABLE HOT WATER PIPING 1{8 STOP AND DRAIN VALVE 3'-6" 28 EQUIPMENT UNIT NUMBER RADIATOR ENCLOSURE LENGTH(OR W-W=WALL-TO-WALL) J... HOSE END DRAIN VALVE NPHR -----NPHR- NON-POTABLE HOT WATER CIRC PIPING BV BALANCING VALVE O KEY NOTE REFERENCE PR TPR PRESSURE/TEMPERATURE TAP V ---N-_- VENT PIPING WH WALL HYDRANT PLUMBING NOTES: (,1� KITCHEN/OWNER/MEDICAL EQUIPMENT REFERENCE STRAINER AV ---AV--- ACID RESISTANT VENT PIPING HB HOSE BIBS 1. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY TYPICAL ROOM REFERENCE(TOP=RM#,BOTTOM=FUR) STRAINER WI BLOWDOWN W may- WASTE PIPING RH [[ ROOF HYDRANT SYSTEMS/SERVICES WITHOUT FIRST COORDINATING WITH OWNER. POINT OF CONNECTION,NEW TO EXISTING BRAIDED FLEXIBLE PIPE CONNECTOR W --W-- WASTE PIPING BELOW FLOOR YH 0 YARD HYDRANT 2. THIS CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH OTHER POINT OF DISCONNECTION,DEMO --CO--- TRADES AND ADVISE ARCHITECT/ENGINEER OF ANY POSSIBLE CONFLICTS.DOUBLE-BOWL FLEXIBLE PIPE CONNECTOR AW -AW- ACID RESISTANT WASTE PIPING 0.SN 4 DOWNSPOUT NOZZLE VERIFY EXACT LOCATIONS,ELEVATIONS AND DIMENSIONS OF STRUCTURAL DIRECTION OF FLOW IN PIPE THERMOMETER AW --AW-- ACID RESISTANT WASTE PIPING BELOW FLOOR MH MANHOLE MEMBERS AND OPENINGS. RIC er ZILSMILLER DUCTWORK,PIPING AND EQUIPMENT TO BE REMOVED PRESSURE GAUGE GW -GW- GREASE WASTE(TO GREASE INTERCEPTOR) Cl CAST IRON 3. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING.ALL FLUSH (E) • • EXISTING SIGHTGLASS GW --GW-- GREASE WASTE PIPING BELOW FLOOR CB CATCH BASIN VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMERARRESTOR. (N) NEW C.A.P. ® CEILING ACCESS PANEL SD -SD- STORM DRAIN PIPING VTR VENT THRU ROOF (R) RELOCATED PUMP SO --SD-- STORM DRAIN PIPING BELOW FLOOR IE INVERT ELEVATION 4 PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. IF) FUTURE TB THRUST BLOCK OD -OD- OVERFLOW DRAIN PIPING PVC POLYVINYL CHLORIDE 6. ALL EXISTING FIXTURES AND EQUIPMENT TO BE REMOVED SHALL HAVE ALL DIA 0 DIAMETER MAV MANUALAIRVENT DO --OD-- OVERFLOW DRAIN PIPING BELOW FLOOR ASSOCIATED PIPING CONTROLS,HANGERS,SUPPORTS AND ANY Q p MISCELLANEOUS ASSOCIATED SERVICE OR PART REMOVED COMPLETELY. 00 E WAD WALL ACCESS DOOR AAV AUTOMATIC AIR VENT CA -CA- COMPRESSED AIR U CO U 00 NIC NOT IN CONTRACT G —G— NATURAL GAS PIPING 6. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAILS. N p £ AFF ABOVEFINISHEDFLOOR 7. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE ELEVATIONS AND w m 2 m GC GENERAL CONTRACTOR LOCATIONS. 0 Q U Me MECHANICAL CONTRACTOR 8. INVERT ELEVATIONS SHOWN ARE BASED ON A GROUND FLOOR FINISH U d ELEVATION OF 100'-0". d EC ELECTRICAL CONTRACTOR O 0 N 3 UNO UNLESS NOTED OTHERWISE 9. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR DIMENSIONED LL rn '2[9 11 LOCATION OF PLUMBING FIXTURES AND WALLS. r 0 t to C COMMON <Q O M NC NORMALLY CLOSED 10.PROVIDE CLEANOUTS IN ACCESSIBLE LOCATIONS PER THE PROJECT U O M L co AND LOCAL PLUMBING CODES. 0 NO NORMALLY OPEN N 00 �O N FOUNDATION PLUMBING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. 2. COORDINATE WORK WITH ALL TRADES. J 3. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR EXACT LOCATION OF PLUMBING FIXTURES AND WALLS. U 4. PROVIDE A WALL CLEANOUT ON ALL VERTICAL VENT PIPING SERVING BELOW Q 0) GRADE HORIZONTAL WASTE PIPING. ILL C + V M z_ 00 O ' Z Q LL I� z cn J J z U ILL > OJ z p _ H O > L p d � V D m N O N l� Project No: 19.029 m Date: 3/17/2023 O 1 Checked By: JLJ I— Drawn By: DI LU U z Sheet Name: O PLUMBING LEGENDS =U & NOTES z O CITY APPROVED PLANS U EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o P0.01 � N M O N O� N 2 \ O M a Pa 1 2 3 4 5 6 pivot PLUMBING FIXTURE SCHEDULE n o r t h NOTES: 1.REFER TO GENERAL SPECIFICATIONS FOR WATER CLOSETS,URINALS,LAVATORIES,SINKS AND MISCELLANEOUS FIXTURE REQUIREMENTS. ARCHITECTURE 2.GRAB BARS BY ARCHITECT. 3.THIS SCHEDULE INCLUDES ITEMS THAT MAY NOT BE INCLUDED IN THE DRAWING DOCUMENTS. A4.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND MOUNTING HEIGHT. FIXTURE TRIM ELECTRICAL CONNECTIONS ACCESSORY REQUIREMENTS PIVOT NORTH ARCHITECTURE,PLLC. DESIG. FIXTURE NAME FIXTURE DESCRIPTION MANUFACTURER MODEL SIZE MANUFACTURER MODEL I.R/BATTERY/HP FLOW WASTE VENT CW HW REMARKS 116 S.6TH STREET HB-1 HOSE BIB ANTI-SIPHON FREEZELES WALL HYDRANT WOODFORD 65 N/A N/A N/A N/A 3/4" COORDINATE LENGTH WITH WALL THICKNESS BOISE,ID 83702 HB-2 HOSE BIB INDOOR HOSE BIBB WITH TEE KEY AND VACUUM BREAKER.PROVIDE CHROME PLATED WOODFORD 24P WA N/A N/A N/A - - - 3/4" - www.pivotnorthdesign.com FINISH OVER CAST BRASS. LAV-1 LAVATORY(ADA) UNDERMOUNT,SELF-RIMMING,VITREOUS CHINA 17"DIA.,MANUAL OPERATED FAUCET AMERICAN STANDARD 0495.300 14-1/8"X 17118" AMERICAN 7353.101 MANUAL 1.2 GPM 1 112' 1 112" 1/2" 1/2" PROVIDE TRAP,TAILPIECE AND ANGLE STOPS.PROVIDE WITH ABBE (ADA) STANDARD 1070 MIXING VALVE AND PRE-FABRICATED INSULATION KIT ON ALL STAMP EXPOSED PIPING.INSTALL PER ADA STANDARDS. S-1(ADA) 1 COMPT.SINK(ADA) SELF-RIMMING,STAINLESS STEEL,19'X 18"X 61/2',1-HOLE PUNCH,CENTER DRAIN, ELKAY LRAD191865 19'X18'X 61/2" ELKAY LKAV3031 MANUAL 1.8 GPM 2" 1 112" 1/2" 11.1 MATTE BLACK FAUCET FINISH.PROVIDE TRAP,TAILPIECE AND ANGLE MANUAL OPERATED FAUCET PD STOPS.PROVIDE WITH ABBE 1070 MIXING VALVE.INSTALL PER ADA STANDARDS. SH-1(ADA) SHOWER(ADA) BARRIER-FREE DESIGN,SMOOTH WALL,GELCOAT ENCLOSURE,PRE-LEVELED BASE, AQUATIC 1363BFSC 38"X 38-1/4"X AQUATIC 1363BFSC MANUAL - 2" 2" ill, 1/2" WHITE TRIM CENTER DRAIN.PROVIDE DRAIN,FOLD-UP SEAT,PRESSURE BALANCING MIXING VALVE, 7T HAND HELD SHOWER HEAD WITH SLIDE BAR,SOAP DISH,CURTAIN ROD WITH SHOWER CURTAIN.COORDINATE ROUGH-IN OPENING SIZE WITH GENERAL CONTRACTOR PRIOR TO WORK COMMENCING.MECHANICAL CONTRACTOR TO VERIFY IF RIGHT HAND OR LEFT HAND SHOWER IS REQUIRED.INSTALL PER ADA GUIDELINES. TMV-1 THERMOSTATIC MIXING HOT WATER TEMPERATURE CONTROL VALVE WATTS N-170-M3 NA N/A N/A N/A 5/115 GPM VALVE WC-1 WATER CLOSET(ADA) WALL MOUNTED,ELONGATED BOWL,WITH BATTERY OPERATED DUAL FLUSH VALVE AMERICAN STANDARD 3351.576 N/A SELECTRONIC 3351.576 BATTERY 1.1/1.6 GPF 4" 2" 1" - PROVIDE WITH AMERICAN STANDARD TOILET SEAT MODEL NUMBER ' ADA 5901.100.PROVIDE ANGLE STOP.INSTALL PER ADA STANDARDS. RICFCeYgZILSMILLER g DOMESTIC WATER HEATER AND STORAGE TANK SCHEDULE Q o 0 REMARKS: G U M Eo 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT PROTECTIVE DEVICES(OCPD). G _00 REFER TO ELECTR CAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED. N £ 2.UNIT NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. N�y 4J ai 2 3.GPM PERFORMANCE FOR GAS WATER HEATERS IS DERATED DUE TO PROJECT ELEVATION. L.L .5 `o 4.REFER TO MECHANICAL LEGENDS AND NOTES SHEET FOR PROJECT ELEVATION. Q m m DESIG. MBH NATURAL GAS DOMESTIC WATER CONDITIONS ELECTRICAL SIZE(INCHES) U O n 3 PRESSURE STORAGE OPER. L • ' EFFICIENCY INPUT OUTPUT OUTPUT LOW(IN HIGH(IN RECOVERY TEMP CAPACITY WEIGHT N m i NO. MFR. MODEL LOCATION RATING AT S.L. AT S.L. AT ELEV. WC) WC) RATE(GPH) RISE(°F) EWf(°F)LWT(°F) (GAL) VOLTAGE PHASE DIA L W H (LBS) REMARKS Q to 1 AO SMITH BTH-199(A) FIRE RISER 97 199 193.0 164.0 3.5 14 235 95 55 150 100.0 120 1 28 31 28 76 523 14 of ROOM p U d) t M o 0 W_ �O N DOMESTIC HOT WATER THERMAL EXPANSION TANK SCHEDULE REMARKS: 1.ALL MATERIALS IN CONTACT WITH WATER SHALL BE NSF/ANSI 61 COMPLIANT. DESIG. TANK SIZE(INCHES) J LT OTAL VOL ACCEPTANCE NAME NO. TYPE MANUFACTURER MODEL (GAL) FACTOR VOL(GAL) DIA H WEIGHT(LBS) REMARKS U m DET 1 DIAPHRAGM AMTROL THERM-X-TROL ST-12 4.4 0.73 3.2 11 15 36 1 Q m LL n V M z_ 00 O Z Q LL I� z PLUMBING PUMP SCHEDULE F REMARKS: J 1.REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS,INCLUDING COORDINATION OF VOLTAGE,PHASE,SCCR,WIRE SIZES,AND OVERCURRENT J z PROTECTIVE DEVICES(OCPD).REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MINIMUM FAULT CURRENT RATING THAT EACH UNIT SHALL EXCEED.UNIT ". NAMEPLATE SHALL INDICATE THE SHORT CIRCUIT CURRENT RATING. }.� Q Q 2.SET TO LOW SPEED. U LL > 0 DESIG. PIPE SIZE MOTOR z SUCTION I DISCHARGE MAX PUMP TOTAL DYNAMIC ^ \ U fDCP NO. MFR. MODEL PUMP TYPE SERVICE (IN.) (IN.) OPER(°F) GPM HEAD(FT.) RPM tTE PHASE REMARKS > 1 BELL AND NSF-25 INLINE DOMESTIC HOT 1.00 1.00 120 1.5 7.5 2950 1 GOSSETT CIRCULATOR WATER d F RECIRCULATION PLUMBING SPECIALTY SCHEDULE NOTES: D 1. DESIG. FIXTURE TYPE LOCATION MANUFACTURER MODEL# REMARKS N FD-1 FLOOR DRAIN TOILET ROOM/ J.R.SMITH 2O05Y-05-P05 CAST IRON DRAIN,5'MINIMUM STRAINER SIZE,ROUND GRATE.PROVIDE WITH TRAP PRIMER. SHOWERS 0-NB O FS-1 FLOOR SINK MECHANICAL J.R.SMITH 3101 CAST IRON FLOOR SINK W/BUCKET STRAINER,ACID RESISTANT ENAMEL COATED,WITH HALF GRATE. ('V ROOM PROVIDE WITH TRAP PRIMER.SEE PLANS FOR SIZE. TD-1 TRENCH DRAIN APP BAYS J.R.SMITH 9878 10"WIDE TRENCH DRAIN SYSTEM WITH INTEGRAL DUCTILE IRON EDGE RAIL.PROVIDE TRENCH DRAIN I� WITH EXTRA HEAVY DUTY LOAD CLASS E DUCTILE IRON SLOTTED GRATE RATED FOR COMMERCIAL TRUCK P r o j e c t N o: 19.029 TRAFFIC.REFERENCE ARCHITECTURAL PLANS FOR OVERALL DIMENSIONS.PROVIDE WITH 4"BOTTOM OUTLET.SEAL CHANNEL JOINTS WITH MANUFACTURER'S APPROVED SEALANT AND PER MANUFACTURER'S m Date: 3/17/2023 INSTRUCTIONS.PROVIDE WITH TRAP PRIMER,CONNECT TRAP PRIMER TO PRIMER PANEL. O TP-1 TRAP PRIMER SEE PLANS PPP FITS CONTRACTOR TO VERIFY NUMBER OF OUTLETS REQUIRED. C h e c k a d By: JLJ I— Drawn By: DI LLJ u z Sheet Name: O PLUMBING =u SCHEDULES z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o P0.02 � N M O N O� N 2 \ O a Pa 1 2 3 4 5 6 KEYNOTES P3 WATTS LF009 RPBP DRAINS INTO FLOOR SINK. • P4 0.5 PSI GAS METER.COORDINATE WITH INTERMOUNTAIN GAS.GAS I�O ' SERVICE LINE SHALL BE SLEEVED UP TO 6"ABOVE FINISHED GRADE FOR VENTING TO ATMOSPHERE. P5 ROUTE 1/2"CW TO ICE MAKER.PROVIDE WITH WATTS LF009 REDUCED PRESSURE BACKFLOW PREVENTER.DRAIN TO FLOOR SINK. �O P8 1.5 GPM fth ARCHITECTURE A BUILDING NATURAL GAS LOAD SUMMARY PIVOT NORTH ARCHITECTURE,PLLC. TAG EQUIPMENT DESCRIPTION MBH 116 S.6TH STREET B WH-1 WATER HEATER 199.9 www.pivotnorthdesign ID 837 votn .com GRH-1 GAS RADIANT HEATER 40 GRH-2 GAS RADIANT HEATER 40 STAMP GRH-3 GAS RADIANT HEATER 40 GRH-4 GAS RADIANT HEATER 40 MAU-1 MAKEUP AIR UNIT 200 F-1 FURNACE 80 TOTAL 640 RIC§CergusMILLER T T T B CCQo0a G U 0 1 N E HB-1 2-12"ON TO FOUNDATION N w m 2 E 1-114"GUP oHB-1 o HB-1 L.L¢ m cYoi 0 0 3 `...._i 3/4"CW UP N 1"CW 3/4"CW UP 3/4"CW UP U d d P4 DC� RP 12 HB-2 . 1112 CW 00 rn 1 L 2"GAS UP r 2 3/4"CW O TP1/2"CW Q Q m �� TMV-1 yyH DE om x 1 0 00 U 00�O N D — — — - — — — — — — — — v a U 2 LAV-1(ADA 1 1/2.CW 1 1/2"CW I I sH-1(nDA)RESTROP I 3 0s WC-1(ADA) 2"CW 011/2"CW J J H-1 DA) WC-1(ADA) U FUTURE BUILDOUT 3/4"6W m ARE OM Q N r uo !L Ar (�('�� o-1"HWC LAV-1(ADA) V m \ —/ — — — — + — — — — �2"CW— 11/2"HW -_ — — — — — 00 - P8 8-1(ADA) PS � � /fF KITCHENETTE 1/2"CW CAPPED FOR FUTURE J Q LL 03 APP72BAY z I 109 c~ � OFFICE J 1oz J u, v u— 3 z O > - - - - � - - - - - - - � - - - - I 1 CITY REVISIONS 2127123 I I I I 3/4"CW UP CW HB-2 3/4"CW UP 3/4"CW UP 3l4" HB-1 D m O N l� Project No: 19.029 LEVEL 1 - DOMESTIC WATER PLAN m Date: 3/17/2023 b SCALE: 1/8"=V-0" 0 Checked By: JLJ Drawn By: DI Lu u z Sheet Name: O LEVEL 1 - DOMESTIC =u WATER PLAN z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o P2.01 � N M O N O� N � \ O a Pa 1 2 3 4 5 6 KEYNOTES P2 GRAVITY DRAIN CONDENSATE FULL SIZED FROM FURNACE DOWN INTO • NEAREST SINK SUR TAILPIECE IN CONDENSATE BELOW USING A COPPER I�O t ' DRAIN PIPE.ENSURE FURNACE CONDENSATE IS ROUTED THROUGH ACID NEUTRALIZATION KIT PRIOR TO DRAIN. P6 1-1/4"GAS LINE DOWN TO WH-1. P9 3/4^ OTH CW WIT HOSEH ISOLATION VALVE DROPS DOWN AND TEES OFF TO SERVE o r t h B BIBS. ARCHITECTURE A . PIVOT NORTH ARCHITECTURE,PU-C. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RICCergusMILLER B <00 00 D E E 1"cw 3/4^cw ¢ m cu P6 pg L) y 2"G 2"G 2"G 2"G 00 rn 3 LL N a o — --3/4"CW-- — 11/4"G r N m to 2"ON TO GAS METER GRH Q Q m U�2 R L m II �N O — — — — — J Q M C LL N � V M 00 C) ' Z U L.L > Z o 0 �L O B — — — — — — — — 34^G I � I - GRH 3/4"G 4� I I 3/4"CW — — 11,CW-- 3/4"CW- 3/4"CW ' A D m O N l� Project No: 19.029 LEVEL 2 - DOMESTIC WATER PLAN m Date: 3/17/2023 H SCALE: 1/8"=1'-0" 0 Checked By: JLJ Drawn By: DI L-I--I u z Sheet Name: O LEVEL 2 - DOMESTIC =u WATER PLAN z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o P2.02 M O o/ IF LINEDF—IN I$NOT T5URE11NCH, ORAW ING IS NOT TO SCALE 77 N � \ O M Pa 1 2 3 4 5 6 KEYNOTES P1 1,060 GALLON SAND AND OIL INTERCEPTOR.SEE INTERCEPTOR DETAIL • ON SHEET P5.01 FOR MORE INFORMATION. P I V o t north ARCHITECTURE A PIVOT NORTH ARCHITECTURE,PU_C. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP 6I 5� a 4"W INVERT-63' 4"W APPROXIMATE INVERT-61" RigCeYgusmILLER SEE CIVIL FOR CONTINUATION��'�W (/l/17 I 1 > -------7_1i \ B it C.W INVERT APPROXIMATELY ——— 4"W INVERT-38"4 Q O p E SEE CIVIL FOR CONTINUATION > C GO 00 SEE CIVIL FOR CONTINUATION II 4"UP TO GCO 4"UP TO GCO w ai 3"VUP II o o 0 0 < 0 o - - - - N ED 2"G '2-1/2"CW UP INTO ROOM LLO d 4"F UP INTO ROOM 2"VUP„ I -2"V I { I I ---2"V--- U ON rO'2in co4"WUP TO FS-1 ° Q 0oa3 � — � — — — — — — — II II ^No O N I � N.. it I I� II II i • 2"VENT UP ESTR 105 LAV-1(ADA) 2'W SH (ADA W Ni WC-1(ADA) J ' 2"VENT UP "W SH-1(ADA _ y W2"VENT G P i(ADA) U f1UTURE Bo ILDOUT DA REST p m ui\4 LaL Ln 4"W INVERT APPROXIMATELY �"VENT 10 _AV-1(ADA) V m �� — — — — � — — — — "W — z DO 4"UP TO S O 2 wuP KITCHENETTE z J EI 103 LL APPA ATUS BAY 109 I OFFICEI J 192 ; Q Q U L.L } z ° u ----- I m=SLUR:=" — — I� — I — — - II II 1 CITY REVISIONS 2127123 u u D m I I I I I f'V O N li Project No: 19-029 FOUNDATION - WASTE & VENT PLAN m Date: 3/17/2023 M SCALE: 1/8"=1'-0" O I Checked By: JLJ Drawn By: DI L-I--I L z Sheet Name: O FOUNDATION - =u WASTE & VENT PLAN z O CITY APPROVED PLANS U EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � N o P2.10 M o/ IF LINEDI-IN I$NOT T5URE11NCH, ORAW ING IS NOT TO SCALE 77 N � O L " Pa 1 2 3 4 5 6 KEYNOTES pivo north ARCHITECTURE A PIVOT NORTH ARCHITECTURE,PU-C. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER B S000 GCO� L U 00 D N E �y w n i ti---r- a o o LL o ¢ mc`°i 0 3'VENT UPAND DOWN 3"VENT UP AND DOWN y U d F®1 2V OU to 3 L c M rQ¢ 2C? Ud10M L M J I m o I I I I ESTR SH-1(ADA) los FD-1 3"VENT UP "'�WC-1(ADA) I I WC-1(ADA) FUTUREBUILDOUT I ® U m A RESTROOMFD-12"v 0, o > L.L ^ I 1 _ 2"W CAPPED FOR FUTURE I !�f C� _TD-1 — — T0.1 V m } m � 'HE FS-1 z p oo Sc0 KITCHENET}E z 119 Q LL APP7BAY z 109 OFFICE loz J z U LL } z 0 O u B�� — 1 CITY REVISIONS 2127123 o — o D m I I I I I N O N LEVEL 1 - WASTE & VENT PLAN rl Dat :Project No: 7/2023 M Date: 311712023 b SCALE: 1/8"=V-0" O I Checked By: JLJ Drawn By: DI L.0 u z Sheet Name: O LEVEL 1 - WASTE & =u VENT PLAN z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � o P2.11 NN o- � N ' M � N N � O L " Pa 1 2 3 4 5 6 KEYNOTES • pivo t north A PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER 6 5 4_ 6 I CCQ p o E G U 00 ND N E LL W m E — — ¢ m m U d 31,VTR 3"VTR OL O to 3 Q cLi M Ud)OLm 'o 00 on�O N I I I I I } 3"VTR F— ' J QILL -J m � m — — — — — — — DO — p STORAGE z I � 291 J z U IL > a) z o o > o 613� — I I I I I D m I I I I cV O N rI Project No: 19-029 LEVEL 2 - WASTE & VENT PLAN M Date: 3/17/2023 M SCALE: 1/8"=V-0" O 1 Checked By: JLJ Drawn By: DI w z Sheet Name: O LEVEL 2 - WASTE & VENT PLAN z ' � O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q � N o P2.12 M o/ IF LINEDI-IN I$NOT TSUREIINCH, ORAW ING IS NOT TO SCALE 77 N � O L " Pa 1 2 3 4 5 6 OUTSIDE BUILDING FOUNDATION WALL It 116"OR ROD.1/2"e I"AND CEILING SPACE pivot FINISHED PIPE,5OR FOR 4"&5"AND DROP FROM MAIN, GRADE 3/4"a FOR 6"PIPE REQUIRED. - --� SEE PLAN FOR SIZE AGA RATED III—III Py 1 n o r t h MANUAL MAIN III—I BALL SHUT-OFF VALVE III 4"X4"X114"STEEL I I I I HOT I ARCHITECTURE ANCHOR PLATE MINIMUM I I CLEVIS I WATER A - UNION TYP.) I HANGER LOOP COVER ESCUTCHEON PR P/T O PROVIDE WITH PIVOT NORTH ARCHITECTURE,PLLC. STAINLESS 2" CONDENSATE SLOPE TO DRAIN GROUND JOINT UNION _ STEEL BOLTS - I 116 S.6TH STREET I M - BOISE,ID 83702 1/z" PUMP VALVE FOR PIPING 2" www.pivotnorthdesign.com GAS RATED FLEXIBLE - _ _ VALVE FOR PIPING 2" i 2 FT.OF PIPING MAX. CONDENSATE CONNECTS TO TAIL PIECE CONNECTOR,18"MAX - &SMALLER WATER SERVICE PIPE I I TO HOT WATER WITH SLIP JOINT FITTING BELOW COUNTER / SUPPLY STOP STAMP 6"VERTICAL "LINK$ EAL" w HOT WATER STOP REFER TO SPEC. FURNACE STANDARD WEIGHT STEEL AS 1070 VALVE PIPE 2"O.D.LARGER THAN WATER SERVICE PIPE WITH DRIP LEG SAME WELDED STEEL ANCHOR SIZE AS DROP AND WATER STOP PLATE SET IN FOUNDATION WALL GAS LINE CONNECTION DETAIL DOMESTIC HOT WATER CIRC. HOT WATER RECIRCULATION DETAIL FOR CONDENSATE TO LAVATORY DETAIL IN-LINE PUMP PIPING DETAIL WATER SERVICE SLEEVE DETAIL PUBLIC LAVATORY FAUCETS SCALE NONE RICFeYgZI�SIIIIILLER SCALE:NONE SCALE:NONE SCALE:NONE SCALE:NONE 1123-02 1023-03 1110-02 1110-09 1319-09 -- 1-112"TEMPERED WATER SUPPLY(110-F) LIGHT DUN CAST IRON i COVER&RING FINISHED GRADE ADJUSTABLE TYPE CLEANOUT FINISHED FLOOR (COVER 13"DIA.) FLUSH Wl FINISHED FLOOR SEE SPECIFICATIONS. 5 B TURN(FLASHILG FINISHED TOPPING FLOOR COMBINATIONY& L O m 0 N�N N E �� -__� •'.'�� 1/8 BEND FITTING OLKA LE VALVE o ? FINISHED Q m o FLOOR/SHOWER 36" �\ COVERING DRAIN WITH FLASHING FLOW MASTER MIXING VALVE _ CLAMP WATTS MODEL N170-M3 d 6"DEEP CONCRETE - � STRAINER.(TYP) U d PAD,8"BEYOND x � ��\ ISOLATION O O to 3 ALL SIDES OF �� —III—III— —III—III— 2-112"RPBFP VALVE.(TYP) L N a M CLEANOUT BODY. ��/��/ /�� jjjj�� I—=_— - — _ f WASTENENT PIPING FLOOR CLEANOUT FCC) r U to MULTIPLECLEANOUTS Q Q cLi to INSTALLED SIDE BY CAST IRON CLEANOUT FERRULE PROVIDE EXTENSION IF GREATER O o7 SIDE SHALL BE IN W/RAISED HEAD BRASS THAN 3" U- L v SINGLE CONCRETE PLUG.LUBRICATE PLUG ONE POUR FLOOR 2-112"CW o M LOCKABLE PAD THREADS W/GREASE AFTER CONSTRUCTION 00 2-1/2"CW TO BUILDING ISOLATION VALVE V7 O INSTALLATION.TOP OF (ABOVE GRADE) O N CLEANOUT SHALL BE 2-112" v COMBINATION Y& MAX.BELOW TOP OF COVER. WATERPROOF WALL PLATE,CHROME PLATED,METAL OR 1/8 BEND FITTING MEMBRANE WASTE PIPING INDIRECT WASTE TO STAINLESS STEEL(SEE SPECS) 1-114'CW SUPPLY 1-1/4"HW SUPPLY FLOOR SINK.(TYP) CONCRETE FLOOR SLAB WALL OPENING SHALL BE 1"LARGER FLOW 2-1/2"CW ENTRY THAN PLUG DIAMETER 1 THREADED BRASS ROD OR MACHINE SCREW 1-1/2'CW SUPPLY J �142"HW SUPPLY CLEANOUT TEE W(TAPER THREADED WALL CLEANOUT(WCO) BRASS PLUG MASTER TEMPERING VALVE GRADE CLEANOUT DETAIL FLOOR/SHOWER DRAIN FLASHING DETAIL DOMESTIC WATER ENTRY DETAIL CLEANOUT DETAIL PIPING DETAIL u SCALE.NONE SCALE:NONE SCALE:NONE Q m 1319-04 1319-05 SCALE.NONE 1000-OS 1319-08 SCALE:NONE LL + Cr�I�•�1 24"HEAVY DUTY CAST IRON, V m GASKETED GAS-TIGHT MANHOLE z COVER AND RING NON-ROCKING 00 DESIGN;TOP SHALL BE FLUSH NOTES WITH FINISHED GRADE,TYPICAL DRAIN CONNECTION NIPPLE CLEANOUT PLUG PRECAST REINFORCED FCO 1. SEAL ALL PENETRATIONS WATERTIGHT. MINIMUM TANKVOLUME CONCRETE MANHOLE LL TOTAL-1000 GALLONS S.C.O. RINGS FINISHED FLOOR F.C.O. - 2. SEE PLANS FOR PIPE SIZES,INVERT TEE /8 PER FT " • ® ® ELEVATIONS AND ROUTING DRAIN PAN PITCH AT 1 " - 3. SECONDARY COMPARTMENT HAS VOLUME Ln EQUAL TO 1/3 OF TOTAL CAPACITY. PITCH f 4„ DN UNION DRAIN PIPE REFER TO PLANS FOR J Z VERIFY --,---------------- s, -----/4'�-------- ------ - ---------------. - 4. ALL PIPE AND FITTINGS SHALL BE CAST IRON. PRECISION PLUMBING SIZE AND LOCATION '' _______________ ___ CLEANOUT ,• ` PRODUCTSTRAP4 NE 4' NOTE 5 Q3"C.I.VENT5. WALLS AND BOTTOM SHALL BE REINFORCED PRIMER VALVE U LL 24"MIN. i 24"MIN. DISCHARGE MUST BE > THROUGHOUT WITH 2x6,6/10 MESH. rc 2, _•i ;-,• BELOW LEVEL OF N 7 O 4" 6. COVER SHALL BE REINFORCED DRAIN PAN. Z H DISTRIBUTION UNIT U 10" WATER LEVEL 4" LONGITUDINALLY WITH NO.6 REBAR ON 6" O BD 2" BD CENTERS,NO. REBAR ON 6"CENTERS WIDTH TRAP SEAL WHERE REQUIRED >o L 10" WAYS,AND N0.8 REBAR DIAGONALLY AROUND 2" ACCESS HOLES. ' GROUT(TYP.) f 4" 7. S.&0.INTERCEPTOR SHALL MEET THE �" 81.. 20' 1" 38' APPROVAL OF LOCAL AUTHORITY. 6"LONG SWEEP 4„y 6„ 1/4 BEND 8. LALL IVE L D LOADING. SHALL CONFORM TO H-20 NOTES: r GROUT(TYP.) 6• LIVE LOAD LOADING. 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. 2. PITCH DRAIN FOR PROPER RUN-OFF. 18" y„ 2„ 6 9. INTERCEPTOR WALLS AND BOTTOM SLAB 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRY SEAL. PRECAST REINFORCED CONC. SHALL E DESIGNED FOR AN EQUIVALENT FLUID 4. SUPPORT DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. 6" ?. - - BASIN IN ACCORDANCE WITH SOIL PRESSURE OF 30 Pcllft.INCLUDING TRUCK 5. TRAP SEAL MUST BE APPROX.1-1/2"GREATER THAN STATIC PRESSURE AT SUPPLY AIR TO FLOOR DRAIN TRAP .o 6" ASTM C478 LEADING SURCHARGE NOTED IN NOTE 8 ABOVE PLENUM.(TYPICAL ALL CHILLED WATER COILS) 95%COMPACTED RAM-NEK BEDDING MATERIAL 6" / / / / / 10.DESIGN CRITERIA:UNIT WEIGHT OF SOIL=120 8" X"LONG x X"WIDE LD. 8" 6" Pc1,LIVE LOADS=AASHTO H-20,CONCRETE DSTRENGTH=4000 Pai.(TYPE II CEMENT). CONDENSATE DRAIN SAND AND OIL INTERCEPTOR DETAIL PIPING DETAIL TRAP PRIMER DETAIL N SCALE:NONE SCALE:NONE O 1323-02 8000-19 SCALE:NONE 1119-07 ('� l� Project No: 19.029 G m D ate: 3/17/2023 --- - 1"HWC-- DIRECT VENT COMBUSTION AIR - TO TMV-1 I Checked By: JLJ INTAKE AND EXHAUST FLUE TO f FROM CW SUPPLY Drawn By: DI CENCENTRIC VENT TERMINATION. LJ•J RE:MECHANICAL DRAWINGS HW CIRC Ln FOR EXACT LOCATION. PUMP CHECK VALVE(TYP.) 7 Sheet Name POTABLE WATER EXPANSION Z I I I TANK.THERM-X-TROL ST-12-C \ PRECHARGETO55PSIG. O PLUMBING DETAILS III 2" PRESSURE GAUGE AND SCHRAEDERVALVE D I o III 1-i12' j II I Lb DIELECTRIC 7 PTRV WATERWAY Z I I ' I"DIRFITTIN LEG CITY APPROVED PLANS WATER 6"DIRT LEG - ACID NEUTRALIZATION TANK I!��I4 HEATER E ``L_=_ FULL SIZE DOWN AND OPEN-SITE Reviewedfor Code Compliance OVER NEAREST FLOOR SINK Q TANK DRAIN VALVE O INDIRECT WASTE TO I—= PLANS MUST BE ON JOB SITE o NEAREST FLOOR SINK 3 4"HIGH FOR ALL INSPECTIONS sheet No: CONCRETE PAD o CONDENSING GAS WATER HEATER PIPING DETAIL P5.01 o SCALE:NONE 3000-07 05.04.22 N M O N O� N 2 \ O a Pa 1 2 3 4 5 6 GENERAL NOTES: POWER PLAN NOTES: FIRE ALARM PLAN NOTES: 1 POWER LEGEND REFERENCE SYMBOLS LEGEND 1. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. DEVICES SHOWN 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT REQUIRING 1. FIRE ALARM EQUIPMENT AND DEVI SHOWN ON THESE DRAWING INDICATE (Not all symbols listed below are used on these drawings) Not all symbols listed below are used on these drawings) REPLACE OR REPAIR,TO ORIGINAL CONDITION,DAMAGE CAUSED BY THE ELECTRICAL CONNECTION.THIS SHALL INCLUDE BUT NOT BE LIMITED TO ALL THE INTENT,PERFORMANCE,AND SCOPE OF THE SYSTEM.THE FULL DESIGN OF pivot SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR MECHANICAL AND OTHER EQUIPMENT INCLUDED IN THIS PROJECT. THE FIRE ALARM SYSTEM SHALL BE DONE BY THE CONTRACTOR.THE NOT,UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED CONTRACTOR SHALL PROVIDE A SHOP DRAWING SUBMITTAL FOR APPROVAL BY q) SINGLE RECEPTACLE G ELECTRICAL PANELBOARD,CONTROL PANEL,OR OTHER CABINET AS NOTED Qx KEY NOTE REFERENCE O KITCHENIOWNERIMEDICAL EQUIPMENT REFERENCE OTHERWISE.PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT 2. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL THE LOCAL FIRE DEPARTMENT AND/OR THE AUTHORITY HAVING JURISDICTION. DUPLEX RECEPTACLE H-PM� PLUG MOLD(MULTI-OUTLET ASSEMBLY) 0 TYPICAL CIRCUIT NUMBER EXISTING TO REMAIN TO OWNER PRIOR TO BEGINNING WORK. EQUIP TO T WITHROUGH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR THE CONTRACTOR EALED HALL AND REGISERO HAVE EFIRE ALARM OFESSINAL EM north PRIOR TO ROUGH-IN. SUBMITTAL SEALED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER DOUBLE DUPLEX RECEPTACLE E-wm 4 WIREMOLD(SURFACE RACEWAY) rc# TYPICAL LUMINAIRE TYPE Q EXISTING TO BE REMOVED 2. INSTALL CONDUIT CONCEALED IN FINISHED AREASUNLESS OTHERWISE NOTED. WHO WILL ASSUME THE DUTY OF ENGINEER OF RECORD FOR THE FIRE ALARM PAINT EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE 3. PROVIDE FUSES SIZED PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. SYSTEM DESIGN.THE ELECTRICAL ENGINEER OF RECORD AT CATOR,RUMA& DUPLEX RECEPTACLE,HALF SWITCHED CONDUIT CONCEALED TYPICAL ROOM REFERENCE(TOP=RM#,BOTTOM=FLR) ® EXISTING TO BE RELOCATED SURROUNDING AREA. ASSOCIATES,CO.WILL NOT BE RESPONSIBLE FOR SEALING AND SIGNING THE ARCHITECTURE DUPLEX RECEPTACLE,CEILING MOUNTED --uc-- CONDUIT,UNDERGROUND OR CONCEALED IN FLOOR 4, DISCONNECT SWITCH LOCATIONS ARE SHOWN DIAGRAMMATICALLY AND FIRE ALARM SYSTEM SHOP DRAWING SUBMITTAL. OCLG uH MECHANICAL EQUIPMENT REFERENCE © EXISTING TO REMAIN-REPLACE DEVICE A AS ALLOWED PER SPECIFICATIONS 3. DO NOT ROUTE CONDUIT WITHIN STRUCTURAL OR TOPPING SLABS OF FLOORS SHALL BE INSTALLED INACCESSIBLE LOCATIONS TO SUIT EQUIPMENT AND A ® DUPLEX RECEPTACLE,FLOOR MOUNTED CONDUITTURNING DOWN c+ LIGHTING CONTROL/EQUIPMENT REFERENCE ® EXISTINGTOBEREMOVEDANDREPLACED UNLESS SPECIFICALLY NOTED OTHERWISE AND WRITTEN APPROVAL IS SPACE.DISCONNECT SWITCHES SHALL BE WITHIN SIGHT OF THE EQUIPMENT 2. WALL OR CEILING MOUNT FIRE ALARM REMOTE INDICATORS ABOVE THE DOOR OBTAINED FROM THE STRUCTURAL ENGINEER. THEY SERVE AND MOUNTED AT V-3",MAXIMUM,TO TOP OF CABINET.MAINTAIN OF ASSOCIATED ROOMS AS SHOWN. DOUBLE DUPLEX RECEPTACLE,FLOOR MOUNTED CONDUIT TURNING UP L41 ELECTRICAL ACCESSORIES REFERENCE NEC WORK SPACE REQUIREMENTS. SPECIAL RECEPTACLE CONDUIT CAPPED 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS.REFER TO 3. LOCATE SMOKE DETECTORS PER NFPA 72 AND MANUFACTURERS PIVOT NORTH ARCHITECTURE,PLLC. ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 5. RECEPTACLES INDICATED TO BE MOUNTED ABOVE COUNTER ARE TO BE REQUIREMENTS.THE LOCATIONS OF SMOKE DETECTORS ON THE DRAWINGS 116 S.6TH STREET ® SPECIAL RECEPTACLE,FLOOR MOUNTED a--D GROUND BAR MOUNTED HORIZONTALLY 6"ABOVE COUNTER UNLESS OTHERWISE NOTED. ARE DIAGRAMMATIC ONLY.DETECTORS SHALL NOT BE PLACED WITHIN T-O"OF ABBREVIATIONS LEGEND 5. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL ANY CEILING MOUNTED HVAC SUPPLY AIR DEVICE. BOISE,ID 83702 !7 JUNCTION BOX,FLOOR OR CEILING MOUNTED ® MAIN SWITCHBOARD)DISTRIBUTION CENTER INot all symbols listed below are used on these drawings) EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR 6. PROVIDE 411116"SQUARE,21/8"DEEP OUTLET BOX,SINGLE GANG MUD RING www.pivotnorthdesign.com 4 JUNCTION BOX,WALL MOUNTED O TRANSFORMER SYMBOL DESCRIPTION SYMBOL DESCRIPTION PRIOR TO ROUGH-IN AND ORDERING MATERIALS OR EQUIPMENT. AND BLANK SINGLE GANG COVER PLATE FOR ALL INDIVIDUAL TELEPHONE, 4. PROVIDE GRAPHIC ZONE MAP/ANNUNCIATORS AND FIRE ALARM CONTROL UNITS DATA,COMBINATION TELE/DATA AND TELEVISION OUTLETS.[ROUTE 1" AS SHOWN AND REQUIRED.SUBMIT SHOP DRAWINGS AND LOCATIONS TO O MOTOR Q CURRENTTRANSFORMER A AMPERES MCP MOTOR CIRCUIT PROTECTOR 6. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONDUIT WITH PULL WIRE TO 6"ABOVE ACCESSIBLE CEILING](OR)[PROVIDE ENGINEER AND BUILDING/FIRE DEPARTMENTS)FOR REVIEW PRIOR TO STAMP ❑� DISCONNECT SWITCH(NON-FUSED) 0 THERMOSTAT AG ABOVE COUNTER,MOUNT HORIZONTALLYTO CENTERLINE OF DEVICE, MEC SEE MECHANICAL EQUIPMENT SCHEDULE CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF 1"C.FROM INDIVIDUAL TELEPHONE,DATA,COMBINATION TELE/DATA AND INSTALLATION.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. a6^ABOVE COUNTER OR BACK SPLASH OCCUPANTS,TELEPHONE/DATAIFIRE ALARM EQUIPMENT OR COMPONENTS OF TELEVISION OUTLETS TO NEAREST CORRIDOR CABLE TRAY LOCATION ZJ DISCONNECTSWITCH(FUSED) F---Nl GENERATOR ANNUNCIATOR PANEL AFF ABOVE FINISHED FLOOR MIN MINIMUM ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS UNLESS OTHERWISE NOTED].PROVIDE INSULATED THROAT CONNECTOR ON 5. LOCATE ALL CONTROL PANELS AND POWER SUPPLIES IN TELECOM OR I SHADNG INDICATES EMERGENCY SYSTEM THE BUILDING MANAGEMENT,OPERATIONS OR SECURITY.SEE SPECIFICATIONS CONDUIT END. ELECTRICAL ROOMS/CLOSETS.VERIFY OTHER LOCATIONS WITH OWNER PRIOR SJ VARIABLE SPEED DRIVE WITH DISCONNECT RA1 TEXT NOICATES PANEL AND CIRCUIT DESIGNATION AEG ABOVE FINISHED GRADE MLO MAIN LUGS ONLY FOR ADDITIONAL INFORMATION. TO INSTALLATION/ROUGH-IN.COORDINATE WITH OTHER TRADES AND 7. COORDINATE AND VERIFY EXACT MOUNTING LOCATIONS OF WALL AND FLOOR DOCUMENT FINAL LOCATIONS IN SUBMITTALS. ® ENCLOSED CIRCUIT BREAKER UTILITY METER ANN ANNUNCIATOR MTS MANUAL TRANSFER SWITCH 7. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM DEVICES WITH ARCHITECTURAL ELEVATIONS,AND ANY FURNITURE OR © TOGGLE SWITCH Q POWER POLE ARE I ABOVE RAISED FLOOR NC NORMALLY CLOSED OWNER FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS.CATOR, SPECIALTY EQUIPMENT SUPPLIER DRAWINGS PRIOR TO ROUGH IN LIGHTING PLAN NOTES. RUMA&ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY ASSD AIR SAMPLING SMOKE DETECTION NIC NOT IN CONTRACT INFORMATION OR THE ADEQUACY,SAFETY AND CONFORMANCE TO CURRENT 8. ALL GENERAL PURPOSE RECEPTACLES IN SHOP AREAS SHALL BE GFI AND PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. MOUNTED AT-42"AFF. LIGHTING LEGEND ATS AUTOMATIC TRANSFER SWITCH NL NIGHTLIGHT 1. REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLANS FOR (Not all symbols listed below are used on these drawings) BEG BELOW FINISHED GRADE NO NORMALLY OPEN 8. FIELD LOCATE EXISTING UNDERGROUND PUBLIC AND OWNER UTILITIES OF ALL 9. NO RECEPTACLES SHALL BE MOUNTED BELOW+18"AFF. EXACT MOUNTING LOCATIONS OF DEVICES AND LUMINAIRES. TRADES AND BUILDING GROUNDING/LIGHTNING PROTECTION SYSTEMS PRIOR SYMBOL DESCRIPTION SYMBOL DESCRIPTION C CONDUIT NTS NOT TO SCALE TO ANY EXCAVATION.REPLACE OR REPAIR DAMAGED UTILITIES AND 10.PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V CIRCUIT. 2. COORDINATE LUMINAIRE LOCATIONS WITH MECHANICAL PIPING,DUCTWORK, SHADING INDICATES EM SYSTEM LOWER CASE SUBSCRIPT CAN CABLE TELEVISION oc ON CENTER GROUNDING/LIGHTNING PROTECTION SYSTEMS TO ORIGINAL CONDITION. ETC.,TO AVOID CONFLICTS.SEE SPECIFICATIONS FOR COORDINATION ®p INDICATES SWITCHING,UPPER CASE SUBSCRIPT INDICATES O El PENDANT LUMINAIRE-SINGLE SUSPENSION 11.CIRCUITS MAY BE COMBNED NTOHOMERUNSOFUPTOSIX(6)CURRENT REQUIREMENTS. RIC er ZILSMILLER LUMINAIRE TYPE EFYP) CB CIRCUIT BREAKER GFCI OWNER FURNISHED,CONTRACTOR INSTALLED 9. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDER, CARRYING CONDUCTORS,INCLUDING NEUTRALS,UNLESS OTHERWISE HOMERUN AND BRANCH CIRCUITS. INDICATED.WHERE CIRCUITS ARE COMBINED WITHIN A SINGLE CONDUIT, 3. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V AND 277V CCTV CLOSED CIRCUIT TELEVISION OFOI OWNER FURNISHED,OWNER INSTALLED PROVIDE STRIPING FOR FULL LENGTH OF NEUTRAL CONDUCTOR INSULATION CIRCUIT. ® TROFFER-RECESSED 0 PENDANT LUMINAIRE-MULTIPLE SUSPENSION TO MATCH THE COLOR CODE OF THE ASSOCIATED PHASE CONDUCTOR.SEE O (E) EXISTING OSWF ON SITE WORK FORCE SPECIFICATION FOR COLOR CODES. 4. CIRCUITS MAY BE COMBINED INTO HOMERUNS OF UP TO SIX(6)CURRENT El SURFACE LUMINAIRE EM EMERGENCY PB PULL BOX ONE-LINE DIAGRAM NOTES" 12.GFCI RECEPTACLES ARE NOT GENERALLY SHOWN ON DRAWINGS. NDICTEDCWHERE CIIRCUINS ARE(NG COMBINED WITHUNLESS A SINGEE WALL MOUNTED LUMINAIRE CONDUIT, Q ® 4 EMDC EMERGENCY MAIN DISTRIBUTION CENTER SB STANDBY RECEPTACLE OUTLETS LOCATED IN TOILET ROOMS,SHOWER ROOMS, PROVIDE STRIPING FOR FULL LENGTH OF NEUTRAL CONDUCTOR INSULATION p EP EXPLOSION PROOF SDC SUB-DISTRIBUTION CENTER 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH LOCKER ROOMS,GARAGES,SERVICE BAYS,ROOFTOPS,OUTDOOR TO MATCH THE COLOR CODE OF THE ASSOCIATED PHASE CONDUCTOR.SEE ® LINEAR LUMINAIRE-RECESSED IN-WALL UMINAIRE CIRCUITS.REFER TO PANELBOARD SCHEDULES). LOCATIONS,MECHANICAL ROOMS,WITHIN 6 FEET OF A SINK,AT ELECTRIC SPECIFICATION FOR COLOR CODES. BEPO EMERGENCY POWER OFF TP TAMPERPROOF WATERCOOLERS,OR OTHER WET LOCATIONS SHALL BE PROVIDED WITH Q 00 2. PANEL NAMING LEGEND"1234" GFCI PROTECTION PER NEC ARTICLE 210 AND NEC SECTION 422.5.PROVIDE 5. FIELD COORDINATE EXACT LOCATION OF CEILING MOUNTED OCCUPANCY r- E ® FIELD MEASURED LUMINAIRE {iywyFF� EVO EMERGENCY VENTILATION ON/OFF TVS9 TRANSIENT VOLTAGE SURGE SUPPRESSER A. H=277/480V,L=120/208V,LCP-LIGHTING CONTROL PANEL. GFCI RECEPTACLES IN ELEVATOR PITS,HOISTWAYS,MACHINE ROOMS, SENSORS PER MANUFACTURER'S INSTRUCTIONS.OCCUPANCYNACANCY O m 0 ®l) SUBSCRIPTLENG D SHAPE DENOTED BY LINEWORKIN RECTANGLE INDICATES LUMINAIRE TYPE 8 POLE LUMINAIRE-ARM MOUNTED EWC ELECTRIC WATER COOLER TYP TYPICAL hhhh hhh B. PANELBOARD DESIGNATION(LENGTH AS REQUIRED)ARBITRARY A,B,C, CONTROL SPACES,AND CONTROL ROOMS PER NEC SECTION 620.85. SENSING DEVICES ARE SHOWN FOR GENERAL DESIGN INTENT ONLY.I N 0 £ DESIGNATION PER FLOOR. ADDTIONAL GFCI PROTECTION TO BE PROVIDED AS INDICATED.WHERE GFCI CONTRACTOR SHALL PROVIDE THE TYPE AND QUANTITY OF FA FIRE ALARM UP UNDERFLOOR DEVCES ARE REQUIRED AND/OR SHOWN BUT ARE NOT ACCESSIBLE WHEN OCCUPANCYNACANCY SENSING DEVICES AS NECESSARY FOR PROPER �y UJ to 2 m e DOWNUGHT-RECESSED POLE LUMINAIRE-POST TOP 3. COORDINATE MOUNTING,CONDUIT,WIRE,AND OCPD SIZE FOR SPD'S WITH EQUIPMENT IS INSTALLED,I.E.VENDING MACHINES,ETC.,PROVIDE BLANK COVERAGE AND CONTROL OF LUMINAIRES WHERE INDICATED ON THE LL� p$ G GROUND US UNDER GROUND MANUFACTURER'S INSTALLATION INSTRUCTIONS. FACE GFCI DEVICE AND COVERPLATE AHEAD OF INACCESSIBLE LIGHTING PLANS.FIELD ADJUSTMENT TO DEVICE LOCATIONS SHALL BE MADE Q m GCP GENERATOR CONTROL PANEL UON UNLESS OTHERWISE NOTED RECEPTACLES.MOUNT ADJACENT TO EQUIPMENT AT SWITCH HEIGHT UNLESS AS REQUIRED TO CAPTURE ALL OCCUPANTS,WHETHER SITTING AT A DESK o Q DOWNLIGHT-SURFACE OTHERWISE SHOWN. OR MOVING AROUND THE SPACE.ADDITIONAL DEVICES SHALL BE PROVIDED O d ® ® BOLLARD GFCI GROUND FAULT CIRCUIT INTERRUPTER UPS UNINTERRUPTIBLE POWER SUPPLY AND FIELD ADJUSTMENTS SHALL BE MADE AS NECESSARY,AT NO ADDITIONAL OO N 3 SITE PLAN NOTES: 13.120V POWER HAS BEEN SHOWN ON DRAWINGS TO J-BOXES IDENTIFIED FOR COST TO OWNER.CONTRACTOR SHALL PROVIDE A COMPLETE AND L U1 a M ® EXITSIGN-CEILINGMWNTED �� TRACK HEAD AND TRACK HOA HAND OFF AUTOMATIC V VOLTS BAS CONTROLS,DAMPER ACTUATORS AND OTHER MISCELLANEOUS POWER OPERATIONAL SYSTEM. r r/1 rD EXITSIGN-WALL MOUNTED(FLUSH TO WALL) OQ EXTERIOR STAKE MOUNTED IS ISOLATED GROUND VFD VARIABLE FREQUENCY DRIVE TO OPERATE MECHANICAL CONTROLS AND DEVICES.COORDINATE ALL 120V Q 2 O 1. FEEDERS SHOWN ON SITE PLAN ARE DIAGRAMMATIC AND REPRESENT REQUIREMENTS WITH MECHANICAL CONTROLS AND EQUIPMENT AND MAKE O f:) 4P Q EXITSIGN-WALL MOUNTED(PROJECTS FROM WALL) _- EMERGENCY LIGHTING UNIT-WALL MOUNTED MAX MAXIMUM WI WITH PRELIMINARY SUGGESTED ROUTING.ACTUAL ROUTING SHALL BE SUBMITTED ALL CONNECTIONS REQUIRED TO THESE OR OTHER 120V MECHANICAL AND ACCEPTED PRIOR TO INSTALLATION. CIRCUITS AS REQUIRED.DO NOT CONNECT THESE LOADS TO OTHER j INDICATES EXIT SIGN FACES-SINGLE OR DOUBLE am EMERGENCY LIGHTING UNIT-CEILING MOUNTED MCB MAIN CIRCUIT BREAKER 110 WITHOUT CIRCUITS WITH LOADS OTHER THAN THOSE IDENTIFIED HERE. N 00 -- INDICATES EXIT SIGN CHEVRONS-LEFTIRIGHT OR BOTH > INDICATES DIRECTIONAL AIMING MCC MOTOR CONTROL CENTER WP WEATHERPROOF 2. COORDINATE UTILITY/OWNER REQUIREMENTS AND PROVIDE INSTALLATION Ell N IF NECESSARY FOR ALL UTILITY/OWNER PROVIDED EQUIPMENT.SEE 14.ALL OUTDOOR AND ROOFTOP RECEPTACLES SHALL BE OUTDOOR RATED AND v CONTROLLED DAYLIGHTING ZONE.FIXTURES COMPLETELYIPARTIALLY WITHIN THE UN-CONTROLLED DAYLIGHTING ZONE,THIS REGION EXPOSED TO EXTERIOR GLAZING MDC MAIN DISTRIBUTION CENTER XFMR TRANSFORMER SPECIFICATIONS FOR ADDITIONAL INFORMATION WITH UTILITY SHALL HAVE A WEATHERPROOF IN USE COVER. BOUNDARY OF THE DAYLTIGHT ZONE(SEE LIGHTING PLAN)TO BE CONTROLLED BY IS EXEMPTED FROM THE REQUIREMENTS FOR DAYLIGHT CONTROLS BASED ON ONE COORDINATION.COORD INATE WITH ARCH ITECT/ENGINEER LOCATION OF PHOTOCELL TO BE PLACED WITHIN THIS REGION. OF THE EXEMPTIONS LISTED IN IECC 2018,C405.2.3.2-3. TRANSFORMERS,PADS,CONNECTION CABINETS,METER SOCKETS/METERS, ETC.AS REQUIRED BY UTILITY/OWNER. 3. EXTERIOR LIGHTING,POLE BASES,AND OTHER ELECTRICAL EQUIPMENT DEVICES ARE SHOWN DIAGRAMMATICALLYARE NOT CONTROLS LEGEND NECESSARILY SSARILY SHOWN TO SCALE.IF DIMENSIONS A EN NOT INDICATED ON Not all symbols listed below are used on these drawings) PLAN DRAWING,SUBMIT PROPOSED SPACINGS AND LOCATIONS WITH SYMBOL DESCRIPTION ISYMBOL DESCRIPTION DIMENSIONS FOR ACCEPTANCE PRIOR TO INSTALLATION. Sa SINGLE POLE SWITCH(SUBSCRIPT DENOTES SWITCHING) SVS VARIABLE SPEEDISPEED CONTROLLER SWITCH 4. EXTERIOR LIGHTING INCLUDING:LIGHT POLE MOUNTED EQUIPMENT;WALL S3 TWO POLE SWITCH SFy EXPLOSION PROOF SWITCH MOUNTED OR UNDER CANOPIES AT BUILDING ENTRANCES/EXITS;SIGNS; J LOW LEVEL BOLLARDS AND LANDSCAPE LIGHTING;ETC.SHALL BE S3 THREE-WAY SWITCH STD THERMAL OVERLOAD SWITCH CONNECTED TO LIGHTING CONTROL ZONE INDICATED IN LIGHTING CONTROL U S4 FOUR-WAYSWITCH Sec MOMENTARY CONTACT SWITCH MATRIX UNLESS OTHERWISE SHOWN. m SK KEYOPERATEDSWITCH S COMBINATION SWITCH AND DUPLEX RECEPTACLE 5. PROVIDE LIGHTNING PROTECTION SYSTEM,SEE SPECIFICATION FOR DESIGN LL U AND CONSTRUCTION REQUIREMENTS. C SM MANUAL SWITCH,HORSEPOWER RATE O PHOTOCELL (I"t M SD DIMMER SW ITCH ❑- PUSHBUTTON TRANSFORMER SCHEDULE Z M SWITCH WITH PILOT LIGHT 0 SH PILOT LIGHTISILCO WHEN SWITCH IS'ON- © TIME CLOCK REMARKS: S SWITCH WITH PILOT LIGHT LOCATOR OCCUPANCY SENSOR-WALL MOUNTED 1.OVERCURRENT PROTECTION IS SIZED PER NEC 450.3. J P CONTINUOUSLY LIGHTED HANDLE ® IR=INFRARED US=ULTRASONIC DT=DUAL TECHNOLOGY 2.ALL CONDUCTORS ARE COPPER.SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP,ETC. Scv LOW VOLTAGE SWITCH 3.SECONDARY BONDING AND GROUNDING CONDUCTORS ARE SIZED PER NEC 250.66 AND 250.102. < < 4.DIMENSIONS,WEIGHTS&STEM OUTPUT SHOWN ARE FOR REFERENCE ONLY.ACTUAL DIMENSIONS MAY VARY FROM MANUFACTURER TO MANUFACTURER z 5.FOR K-RATED TRANSFORMERS,PROVIDE PARALLEL NEUTRAL CONDUCTORS LUGS AT TRANSFORMERS,LOW VOLTAGE PANELBOARD,DISCONNECTS AND/OR LOAD. FIRE ALARM SYSTEM LEGEND 6.CONDUIT 40%FILL RATIO IS BASED ON EMT. 3 Not all symbols listed below are used on these drawings) J SYMBOL DESCRIPTION SYMBOL DESCRIPTION PRIMARY SECONDARY GEC DIMENSIONS Type PRI FLA 480V SEC FLA 208V CB SWITCH FUSE CONDUCTORS C. CB By FUSE CONDUCTORS C" CONDUCTORS C" HIGH VIDE DEEP WEIGHT BTUH OTPT NOTE J w FFAOPFIRE ALARM CONTROL PANEL ❑F MANUAL PULL STATION T9 10.8 25 15 A 3 P 30 A 3 P FRN-R-30 2#8,1#10 G 3/4 30 A 3 P 30 A 3 P FRN-R-30 2#8 1#10 G 3/4 1#8 3/4 14.75 19.13 12.25 235 �+ Q > a ® FIRE ALARM(NAC)POWER SUPPLY O ADDRESSABLELL INPUT MODULE U } 7 K FL-CD FIRE ALARM REMOTE ANNUNCIATOR PANEL(LCD) ® ADDRESSABLE OUTPUT MODULE 2ND FLOOR `_ 0 FA4 FIRE ALARM ANNUNCIATOR PANEL(LED) Fog 015ee FIRE ALARM STROBE(cd=CANDELA RATING 15,30,75,95,110,177) U ' TPR FIRE ALARM TRANSPONDER PANEL ADD ALTERNATE I: > 0 H�( sm MASS NOTIFICATION STROBE(cd=CANDELA RATING 15,30,75,95,110,177) LC I BASE BID-DO NOT INCLUDE ATS OR PORTABLE L O IIqq�� MCB GENERATOR DOCKING STATION.PANEL LC FED d RACP RESCUE ASSISTANCE SYSTEM BASE UNIT cli5r� FIRE ALARM HORNNSBLE(C=CEILING MOUNT)) DIRECTLY FROM GEAR 0 AREA OF REFUGE COMMUNICATION MASTER UNIT FIRE ALARM SPEAKERNISIBLE(C=CEILING MOUNT)) ISCA=1555 ALTERNATE-PROVIDE ALL ELECTRICAL WORK IIp�dI�� PRCR AREA OF REFUGE COMMUNCATON REMOTE UNIT cllil� MASS NOTFCATON SPEAKERNSBLE(C=CEILING MOUNT)) ASSHOWN II��I�� ---1--------------- ® GRAPHIC ZONE MAP cL'J�I FIRE ALARM HORN(C=CEILING MOUNT)) I SINGLE-PURPOSE PORTABLE I II,�--II�� FFSC FIRE FIGHTER SMOKE CONTROL PANEL cL'J� FIRE ALARM SPEAKER(C=CEILING MOUNT)) LA LB GENERATOR DOCKING MLO MLO STATION SMOKE DETECTOR(P=PHOTOELECTRIC,SB='NITH SOUNDER M MASS NOTIFICATION SPEAKER C=CEILINGMOUNT 100A,120/208V, 'VV BASE BR=BEAM RECEIVER BT=BEAM TRANSMITTER c ( )) 3P,4W,14KAIC ss 88 SMOKE ALARM(120 VAC SINGLE STATION) mRA RESCUE ASSISTANCE TELEPHONE STATION �_/;;X 50AG HEAT DETECTOR IF=FIXED TEMPERATURE,R=RATE OF RISE) '�II-�-IImX FIRE FIGHTER TELEPHONE(J=JACK,H=HANDSET) ISCA=6692 50AG DUCT SMOKE DETECTOR S-SUPPLY,R=RETURN rU 0 MAGNETIC DOOR HOLD BOA IP D ®Rm DUCT DETECTOR REMOTE INDICATOR ALARM AND TEST 0 TAMPER SWITCH SECOND METER FOR SPD 250AG 250AG I ISCA=6692 REMOTE INDICATOR LIGHT 0LFLOWDETECTOR SWITCH UTILITY COMPANY TRAINING TOWER. - - --FIREISMOKE DAMPER ® ITCH PROVIDED 1201208V 50AGN3PH.PAD MOUNTEDSMOKE DAMPER ,_/ASSESSOR TRANSFORMER - - - - -------- HQoODCARBON MONOXIDEALARMIDETECTOR TVAOR(UV=ULTRAVIOLET,IR=INFRARED) FEEDER SCHEDULE PROVIDE METER HOUSING. SPD N UTILITY COMPANY COORDINATE EXACT PROVIDED CONCRETE REQUIREMENTS WITH TRANSFORMER PAD. M POWER.METER PROVIDDEDED B BY 400A 250A 250A SPA 250A r-I Project No: 1&029 ONE-LINE DIAGRAM LEGEND KEY CONDUCTORS C" M DAHO POWER. gp 3P 3P 3P 3P SPD SPARE SPARE m Date: 3I1712023 (Not all symbols listed below are used on these drawings) 1 G 1#8 G 3/4 SYMBOL DESCRIPTION ISYMBOL DESCRIPTION 7G 1#310G 3/4 N - 0 40.2 2#8 3/4 ISCA=6953 G J I Checked By: KO �- DISCONNECT SWITCH PANELBOARD"A' 250.4G 4#250,1#4G3 MAIN DISTRIBUTION CENTER("MDCA") ®i- DISCONNECT SWITCH,FUSED Q EM=ENERGY METER PM=POWER METER,CM=CIRCUIT MONITOR 400.4 2 4#3102112 4004 208Y/120V-3P-4W w Drawn By: BRE 400A,35,000 AIC -^- CIRCUITBREAKER VS VOLTMETER TEST SWITCH 7G (� FUSE AMMETER TEST SWITCH UTILITY COMPANY J PROVIDE CONNECTION TO J- 7 Sheet Name 1 PROVIDED PRIMARY BOX IN TRAINING TOWER Z GROUND � VOLTMETER FEED. 40.2G EQUIPMENT ROOM. O STEP DOWN TRANSFORMER,##INDICATES KVA t] AMMETER ISCA=491 PROVIDE NEMA 3R 208V ELECTRICAL LEGENDS Tit K-RATED STEP DOWN TRANSFORMER T 1P/240V iP BUCK-BOOST 7G 7G s ##INDICATES KVA#INDICATES K RATING ® SEE FEEDERIMECRRANSFORMER SCHEDULES FOR FEEDER SIZE 9 TRANSFORMER IN TRAINING CURRENT TRANSFORMER O ENGINE GENERATOR TOWER EQUIPMENT ROOM. 7G 7G � & NOTES -3 POTENTIALTRANSFORMER �� CONTACTORIRELAYICAPACITOR(AS NOTED) 40.2G ROUTE CONDUIT AND 3£ ISCA=1493 CONDUCTORS TO TRAINING 3E OR ENTRANCE TRANSFORMER TRANSFERSWITCH-ATS=AUTOMATIC,MTS=MANUAL TOWER EQUIPMENT ROOM. BLDG LIFER METER cn GROUND FAULT INTERRUPTER UNDERGROUND FEEDERS N SEAL ALL PENETRATIONS AND STEEL GROUND N FOR CONNECTION TO G MAINTAIN ALL FIRE RATINGS. 7 C- EQUIPMENT ENCLOSURE 0 SURGE PROTECTIVE DEVICE TRAINING TOWER.SEE SITE METAL DRIVEN L PROVIDE 30A NEMA 3R 208V WATER GROUND PLAN.COORDINATE EXACT 40 2 1P SERVICE ENTRANCE PIPE RODS SERVICE WEATHERHEAO SO SHUNT TRIP LOCATION WITH OWNER. O » �RATED FUSED DISCONNECT. CITY APPROVED PLANS u SHORT CIRCUIT CURRENIT AVAILABLE TERMINATIONS LB=LOAD BREAK,NLB=NO LOAD BREAK Oa KIRK KEY INTERLOCK,SUBSCRIPT INDICATES INTERLOCKED GROUP -<< >r DRAW-OUT DEVICE ISCA=1493 PROVIDE BUILDING GROUND O AND GROUNDING BUS BAR ~ Oa ELECTRICAL INTERLOCK,SUBSCRIPT INDICATES INTERLOCKED GROUP �� PLUG-IN DEVICE iG WITHIN EXISTING TRAINING Reviewed for Code Compliance O c` O MECHANICAL INTERLOCK ED ELECTRICALLY OPERATED DRIVEN TOWER EQUIPMENT ROOM. O GROUND PLANS MUST BE ON JOB SITE RODS Sheet No: iST FLOOR FOR ALL INSPECTIONS 3 d � ELECTRICAL ONE-LINE DIAGRAM E0.01 G7 SCALE: 1/8"=1'-0" N N ' M � N O� N � \ C L M a Pa 1 2 3 4 5 6 GENERAL EQUIPMENT SCHEDULE LUMINAIRE SCHEDULE � COMMON NOTES: COMMON NOTES: A PRIOR TO WORK VERIFY ELECTRICAL REQUIREMENTS VOLTAGE AMPERAGE RECOMMENDED OCPD CONDUCTORS AND DISCONNECT FOR EACH PIECE OF EQUIPMENT. A CATALOG NUMBER REFERS TO FIRST NAME LISTED UNDER MANUFACTURER PER LUMINAIRE TYPE.REMAINING MANUFACTURERS LISTED ARE CONSIDERED TO BE pivot B.PRIOR TO WORK,VERIFY EXACT LOCATION FOR EACH PIECE OF EQUIPMENT WITH ARCHITECT AND/OR OWNER. EQUIVALENT PRODUCTS FOR THIS PROJECT AND SHALL MEET ALL CRITERIA LISTED INCLUDING THAT CALLED FOR BY THE SPECIFIC LUMINAIRE CATALOG NUMBER. CATALOG NUMBERS DO NOT NECESSARILY REPRESENT COMPLETE CATALOG NUMBERS.ALL ITEMS LISTED IN THE DESCRIPTION SHALL BE PROVIDED. O SPECIFIC REMARKS: B.REFER TO LIGHTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1.PROVIDE NEMA 5-20 RECEPTACLE. C.PROVIDE UNIT PRICING FOR ALL LUMINAIRES BY TYPE AND SUBMIT WITH BID FORM. 2.CONFIRM NEMA CONFIGURATION PRIOR TO INSTALL OF DEVICE AND FEEDER. D.PROVIDE AN EMERGENCY BALLAST TEST SWITCH FOR RECESSED DOWNLIGHTS ON CEILING ADJACENT TO LUMINAIRE. E.PROVIDE FLICKER FREE LED DRIVERS MEETING IEEE 1789. fth EQ LOAD FEEDERS PROTECTION ARCHITECTURE KEY # ITEM HP FLA LOAD (VA) VOLTAGE WARE GROUND CONDUITLA DISCONNECT FUSE REMARKS SPECIFIC REMARKS: A G/D GARBAGE DISPOSAL 0.5 O A 0 VA 1176 VA 120 V/iph 2#12 #12G 3/4' 1.VERIFY EXACT MOUNTING HEIGHT WITH ARCHITECT AND PROVIDE APPROPRIATE SUSPENSION LENGTH. ICE ICE MAKER 0 0 A 1800 VA 1800 VA 120 V/1ph 2#12 #12G 3/4" 2 2.VERIFY FINISH WITH ARCHITECT. 3.PROVIDE ALL MOUNTING HARDWARE,LAMP HEADS,ACCESSORIES,ETC.FOR A COMPLETE AND OPERATIONAL TRACK LIGHTING SYSTEM. MICR MICROWAVE 0 O A 1000 VA 1000 VA 120 V/1ph 2#12 #12G 3/4' 1 4.PROVIDE ALL MOUNTING HARDWARE,CONNECTORS,DRIVERS,ACCESSORIES,ETC.FOR A COMPLETE AND OPERATIONAL COVE LIGHTING SYSTEM. OH OVERHEAD DOOR 0.5 0 A 0 VA1176VA 120 V/iph 2#12 #12G 3/4' S 5.REFER TO POLE BASE DETAIL FOR MORE INFORMATION. PIVOT NORTH ARCHITECTURE,PLLC. REF REFRIGERATOR 0 O A 500 VA 500 VA 120 V/1 h 2#12 #12G 3/4' 1 6.REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAILS. 116 S.6TH STREET LAMP BALLAST/DRIVER APPARENT BOISE,ID 83702 MECHANICAL EQUIPMENT SCHEDULE DI 6"DIAMETERDOWNLISHT,,CLEARSEMI-SPECULAR 4000KON R LUMENS TYPE DIM LEVEL VOLTAGE SOAR MANUVA FACTURER CATALOG SERIESFINISHCLEAR RECESSED NG REMARKS www.pivotnorthdesign.com COMMON NOTES: REFLECTOR,MEDIUM WIDE DISTRIBUTION, HALO HC6 SELF-FLANGED PRESCOUTE LFR-6RD STAMP A PRIOR TO WORK,VERIFY ELECTRICAL REQUIREMENTS(VOLTAGE,AMPERAGE,RECOMMENDED OCPD,CONDUCTORS,AND DISCONNECT)FOR EACH PIECE OF EQUIPMENT. WE 6"DIAMETER DOWNUGHT,CLEAR SEMISPECULAR 4000K 1500 0-10V 10% 120 V 6 VA LITHONIA LDN6 CLEAR RECESSED B.PRIOR TO WORK,VERIFY EXACT LOCATION FOR EACH PIECE OF EQUIPMENT. REFLECTOR,MEDIUM WIDE DISTRIBUTION, HALO HC6 C.COORDINATE AND PROVIDE ALL FIELD CONNECTIONS AS REQUIRED. SELF-FLANGED,INTEGRAL BATTERY BACKUP WITH PRESCOUTE LFR-6RD D.COORDINATE 120V POWER CONNECTIONS TO DAMPERS AND OTHER CONTROL CIRCUITS.GROUP EQUIPMENT CONTROL CIRCUITS SUCH THAT FAILURE OF ONE CONTROL MINIMUM 90 MINUTE BATTERY LIFE CIRCUIT DOES NOT AFFECT OPERATION OF OTHER EQUIPMENT.FOR EXAMPLE,DO NOT CONNECT A DAMPER ASSOCIATED WITH ONE AIR HANDLING UNIT TO THE SAME BRANCH CIRCUIT AS DAMPERS ASSOCIATED WITH A DIFFERENT AIR HANDLING UNIT. EWi EXTERIOR WALL MOUNT FULL CUTOFF WALL PACK 4000K 2500 0-10V 10% 120 V 26 VA LITHONIA DSXWi BLACK WALL D CAP,8"DEPTH, DSSL W EN SPEC E.FEEDERS,BREAKERS,DISCONNECTS,AND FUSING APPLIES TO FIELD-INSTALLED AND/OR FACTORY-INSTALLED EQUIPMENT. RECTAL TYPE SCONCE,FLAT AT EN SHAPE HUBBELL RSPE F.COORDINATE LOCATION OF VFD(S)AND WORKING SPACE CLEARANCES.IF INSTALLED REMOTE FROM EQUIPMENT,PROVIDE CIRCUIT CONNECTION FROM VFD TO MOTOR S). EW1E EXTERIOR WALL MOUNT FULL CUTOFF WALL PACK 4000K 2500 0-10V 10% 120 V 26 VA LITHONIA DSXW1 BLACK WALL G.WHERE MULTIPLE MOTORS ARE SERVED BY A SINGLE VFD,COORDINATE FIELD-WIRING REQUIREMENTS WITH EQUIPMENT VENDOR. TYPE SCONCE,FLAT END CAP,8"DEPTH, DSSL WSPEC RECTALINEAR SHAPE HUBBELL RWL1 SPECIFIC REMARKS: S1 LED HIGH BAY,CLEAR ACRYLIC LENS 4000K 12000 0-10V 10% 120 V 77 VA LITHONIA IBG WHITE PENDANT,+15-0" 1 1.CONNECT EQUIPMENT TO EMERGENCY POWER. METALUX OHB AFF TO BOTTOM 2.CONNECT EQUIPMENT TO GENERATOR STANDBY POWER. ALBEO ABCs 3.PROVIDE EQUIPMENT WITH INTEGRAL DISCONNECT SWITCH AND FUSING AS INDICATED. S1E LED HIGH BAY,CLEAR ACRYLIC LENS,INTEGRAL 4000K 12000 0-10V 10% 120 V 77 VA LITHONIA IBG WHITE PENDANT,+15'-0" 1 r�///-//`��'�/�n [`,�Yw, 4.PROVIDE EQUIPMENT WITH VFD(S)INCLUDING INTEGRAL DISCONNECT SWITCH AND FUSING AS INDICATED. BATTERY BACKUP WITH MINIMUM 90 MINUTE BATTERY METALUX OHB AFF TO BOTTOM Rl��y V/ ill.■.ILLER 5.PROVIDE CONNECTION TO FACTORY-FURNISHED LIGHTS AND RECEPTACLE(S). LIFE ALBEO ABCs ✓ lJJ\ 6.PROVIDE COMBINATION STARTER/DISCONNECT SWITCH. S2 4'LINEAR STRIP LED,CLEAR ACRYLIC LENS 4000K 5000 0-10V 10% 120 V 25 VA LITHONIA CLX WHITE SURFACE 7.PROVIDE EXPLOSIONPROOF WIRING AND DISCONNECT SWITCH. METALUX SNLED 8.EQUIPMENT IS FUTURE.PROVIDE SPACE AND MOUNTING HARDWARE/PROVISIONS IN ASSOCIATED PANELBOARD OR SWITCHBOARD. COLUMBIA MPS 9.TWO MOTORS @_HP EACH.PROVIDE SINGLE POINT CONNCETION TO DUPLEX CONTROL PANEL FURNISHED WITH EQUIPMENT.PROVIDE CONNECTIONS FROM SZE 4'LINEAR STRIP LED,CLEAR ACRYLIC LENS,INTEGRAL 4000K 5000 0.10V 10% 120 V 25 VA LITHONIA CLX WHITE SURFACE CONTROL PANEL TO EACH MOTOR. BATTERY BACKUP WITH MINIMUM 90 MINUTE BATTERY METALUX SNLED LIFE COLUMBIA MPS EQ LOAD FEEDERS PROTECTION S3 4'LINEAR STRIP LED,CLEAR ACRYLIC LENS 4000K 5000 0.1OV 10% 120 V 25 VA LITHONIA CLX WHITE AIRCRAFT CABLE,1 KEY # ITEM HP FLA LOAD (VA) VOLTAGE WARE GROUND CONDUIT BREAKER DISCONNECT FUSE REMARKS METALUX SNLED T-O"AFF TO CU 1 CONDENSING UNIT 0.5 O A OVA 1123 VA 208 W iph 2#12 #12G 3/4" 20 A S COLUMBIA MPS BOTTOM UON BDCP DOMESTIC CIRCULATION PUMP 0 O A 125 VA 125 VA 208 W iph 2#12 #12G 3/4" 20 A S S3E 4'LINEAR STRIP LED,CLEAR ACRYLIC LENS,INTEGRAL 4000K 5000 0.10V 10% 120 V 25 VA LITHONIA CLX WHITE AIRCRAFT CABLE,1 Q O O BATTERY BACKUP WITH MINIMUM 90 MINUTE BATTERY METALUX MPS T-O"AFF TO r, E DF 1 DESTRATIFICATION FAN 0 10 A OVA 1200 VA 120 W iph 2#12 #12G 3/4" 20 A S LIFE COLUMBIA SNLED BOTTOM UON 00 O 00 DS 1 DUCTLES SPLIT SYSTEM INDOOR 0 O A 130 VA 130 VA 208 W iph 2#12 #12G 3/4' 20 A S S4E 4'LINEAR STRIP LED,CLEAR ACRYLIC LENS,INTEGRAL 4000K 5000 0-10V 10% 120V 25 VA LITHONIA UNIT CLX WHITE PENDANT,+17'-0" 1 p E BATTERY BACKUP WITH MINIMUM 90 MINUTE BATTERY METALUX SNLED AFF TO BOTTOM N DSO 1 DUCTLESS SPLIT SYSTEM OUTDOOR 0 O A 39 VA 39 VA 208 V/iph 2#12 #12G 3/4" 20 A S LIFE COLUMBIA MPS w m 2 UNIT Ti 2'X TVOLUMETRIC LENSED TROFFER 4000K 3300 0-10V 10% 120V 26 VA LITHONIA BLT SERIES WHITE RECESSED Q m U EBBR 1 ELECTRIC BASEBOARD HEATER 0 O A 2000 VA 2000 VA 208 W iph 2#12 #12G 3/4" 20 A S METALUX CRUZE ST 22CZ2 NN_ EF 1 EXHAUST FAN 0.75 0 A OVA 1581 VA 208 W iph 2#12 #12G 3/4' 20 A S COLUMBIA LCAT22 EF 2 EXHAUST FAN 0.1 1 A OVA 168 VA 120 W 1ph 2#12 #12G 3/4' 20 A S T1E 2'X Z VOLUMETRIC LENSED TROFFER,INTEGRAL 4000K 3300 0-10V 10% 120 V 26 VA LITHONIA BLT SERIES WHITE RECESSED O p to 3 EF 3 EXHAUST FAN 0.1 1 A OVA 168 VA 120 V/iph 2#12 #12G 3/4" 20 A S BATTERY BACKUP WITH MINIMUM 90 MINUTE BATTERY METALUX CRUZE ST 22CZ2 N c 4 EUH 1 ELECTIC UNIT HEATER 0 D A 12500 VA 12500 VA 208 V/3ph 3#6 #10G 1 45 A 60 A 45 A LIFE COLUMBIA LCAT22 EUH 2 ELECTRIC UNIT HEATER 0 O A 12500 VA 12500 VA 208 V/3ph 3#6 #10G 1' 45 A 60 A 45 A Ui LINEAR LED IN EXTRUDED ALUMINUM HOUSING,CUT 4000K 300/FT 0-10V 10% 120 V 20 VA KELVIX UNICAB SILVER SURFACE UNDER Q Q N 1 M EUH 3 ELECTRIC UNIT HEATER 0 O A 3300 VA 3300 VA 208 W iph 2#12 #12G 3/4" 20 A S TO LENGTH OF CABINET,WHITE FROSTED ACRYILIC ELITE TPLE CABINET O o7 LENS,ROCKER SWITCH GRH 1 GAS RADIANT HEATER 0 3 A OVA 312 VA 120 W 1 ph 2#12 #12G 3/4" 20 A S t rai Wi RESTROOM VANITY,HORIZONTAL MOUNT,E LENGTH, 4000K 1720 0.10V 10% 120 V 21 VA DAL S LEDVAN003-CC BLACK WALL,MIRROR ABOVE 0 GRH 2 GAS RADIANT HEATER 0 3 A OVA 312 VA 120 V/iph 2#12 #12G 3/4" 20 A S RECTANGLE MOUNTING PLATE,-2"SQUARE PROFILE ARTIKA PRO VAN MIRROR TO i�0 GRH 3 GAS RADIANT HEATER 0 3 A OVA 312 VA 120 W iph 2#12 #12G 3/4" 20 A S ACRYLIC DIFFUSER ADELPHI OXYGEN CENTER O cV GRH 4 GAS RADIANT HEATER 0 3 A OVA 312 VA 120 V/iph 2#12 #12G 3/4" 20 A S X1 SINGLE FACE WALL-MOUNTED EXIT SIGN,ARROWS AS GREEN NA NA NA 120 V 3 VA LITHONIA EDG MIRRORED WALL a MAU 1 MAKE-UP AIR UNIT O.5 OA OVA 865 VA 208V, 08 V/3ph . #12G 3/4" 15A 3OA SA INDICATED MULE LIGHTING CEL WH 1 WATER HEATER 0 0 A 16DO VA 1600 VA 1208 W 1 ph 12#12 1#12G 3/4" 20 A S DUALLITE LE X2 SINGLE FACE CEILING-MOUNTED EXIT SIGN,ARROWS GREEN NA NA NA 120 V OVA LITHONIA EDG MIRRORED CEILING AS INDICATED MULE LIGHTING CEL DUALLITE LE F J LIGHTING CONTROL MATRIX U COMMON NOTES: Q m A NOT ALL SPACE NAMES ARE LISTED FOR EACH LIGHTING CONTROL TYPE.REFER TO PLANS FOR ALL SPACES TO BE CONTROLLED. L.L Ln B.SPACES MAY CONTAIN MULTIPLE ZONES OF CONTROL.REFER TO PLANS FOR QUANTITY OF ZONES,SWITCHES,ETC. C.PROVIDE THE QUANTITY OF SENSORS AS REQUIRED FOR FULL COVERAGE OF THE SPACE.DEVICES SHOWN ON PLAN ARE FOR DESIGN INTENT ONLY AND DO NOT NECESSARILY ( m REFLECT THE EXACT QUANTITY REQUIRED FOR FULL COVERAGE. D.WHERE A SINGLE SWITCH/DIMMER IS DENOTED WITH MULTIPLE SWITCH LEGS,DESIGN INTENT IS A SINGLE-GANG DEVICE WITH MULTIPLE-MODE CONTROL. z omo E.ALL NON-NETWORKED SPACES WITH SENSORS SHALL BE PROVIDED WITH MANUAL'OFF'MEANS. O F.WHERE NETWORKED SPACES HAVE NO MANUAL'OFF'MEANS WITHIN SPACE,PROVIDE LABELED MEANS OF SHUTOFF AT CONTROLLER LOCATION FOR NO MORE z vi THAN 5,000 SQUARE FEET. J SPECIFIC REMARKS: aLL 1.COORDINATE TIME SCHEDULE WITH OWNER.OCCUPANCY SENSOR OVERRIDE AFTER-HOURS. 1= z 2.UTILIZE'FLICK WARNING'PRIOR TO TIMED LIGHTING SHUTOFF. F 3.CENTRAL LIGHTING CONTROL SYSTEM TO HAVE CAPABILITY OF MANUALLY DIMMING EXTERIOR LIGHTING LEVELS. H 4.PHOTOCELL CONTROL WITH SHUTOFF FROM DUSK AND OFF AT DAWN. N KEY: J J z ' ON/OFF M=MANUAL(SWITCH),A=AUTOMATIC(SENSOR),T=TIME SCHEDULE,P=EXTERIOR PHOTOCELL,#%=CONTROL TO#%LIGHT LEVEL •• � CONTROL 0-10V DIMMING,ELV DIMMING,STEP DIMMING,DMX CONTROL +-' Q OCC I VAC DT=DUAL TECHNOLOGY,PIR=PASSIVE INFRARED,CLG=CEILING MOUNT,WALL=WALL CORNER MOUNT,SW=INTEGRAL TO WALL SWITCH DAYLIGHT CALIBRATE BOTTOM LIMIT OF DAYLIGHT SENSOR TO DENOTED FOOTCANDLE LEVEL AT HEIGHT LISTED rc INTERFACE AV=ALLOW OVERRIDE BY AIV SYSTEM, BAS=COMMUNICATE OCCUPIED/UNOCCUPIED STATE TO BAS,VAV=TIE SENSOR RELAY DIRECTLY TO VAV BOX IN ROOM z O NETWORK X=CONNECT ZONE TO CENTRAL LIGHTING CONTROL SYSTEM U EMERGENCY X=ROUTE CIRCUIT THROUGH CENTRAL LIGHTING INVERTER WITH MINIMUM 90 MINUTE BATTERY BACKUP.SEE ONE-LINE DIAGRAM FOR INVERTER POWER. O > L O OCCUPANCY/VACANCY SENSOR DAriIGHT SENSOR TARGET MEASURED TYPE SPACE ON OFF CONTROL TECH MOUNT DELAY(MIN.) LEVEL(FC) HEIGHT(IN.) INTERFACE NETWORK EMERGENCY REMARKS LCOa EXTERIOR P P 0-10V X X 3,4 BUILDING-MOUNTED LC1 CORRIDOR T/A T/A 0-10V DT CLG 20 20 0 X X 1,2 LC2 RESTROOM A A DT CLG 20 X LC5 MEPT M M X LG8 PRIVATE OFFICE M A 0-1OV DT SW 5 X LC9a APP BAY M A EM X X LC9h KITCHENETTE M A 0-10V DT CLG 20 50 30 EM X X LC9c MEZZANINE M A .1. DT CLG 20 X D m N O N l� Project No: 19.029 (� Date: 3/17/2023 O Checked By: KO Drawn By: BRE Lu z Sheet Name: O ELECTRICAL F u SCHEDULES L z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: d � o E0.02 ' M � N O� N � \ O M a Pa 1 2 3 4 5 6 • COMcheck Software Version 4.1.5.5 COMcheck Software Version 4.1.5.5 Kyle Olson,PE-Electrical Engineer w 03/15(2023 COMcheck Software Version 4.1.5.5 pivot V Interior Lighting Compliance Certificate V Exterior Lighting Compliance Certificate dTe re n�( Inspection Checklist north Energy Code:2018 IECC Requirements:81.0%were addressed directly In the COMcheck software Project Information Project Information Text in the"CommentslAswmptlons•column Is provided by the user In the COMcheck Requirements screen.For each A Enegy Cody 2018 IECC Energy Code 2018 IECC requirement,the user certifies that a code requirement will be met and how that is documented,w that an exception Project Lae: Project To., IS being claimed.Where compliance Is Itemized In a separate table,a reference to mat table m provided. Projed Type. New Cowatrucbon Project Type. New Corwbuctkxl Section Ede LightingZane 2(Light induildal area Withlimited nlghtlime use(LZ2)f a Plan Review epmpifest Con-rem-A s-mi tian: PIVOT NORTH ARCHITECTURE,PLLC. B Re .ID cwlsbpdnn Site OwnWIA am O..gmryConawtor (10)2 Plain.specifications,andlor pies Requirement will be met 116 S.6TH STREET COnsu—.,Site Ownw1Agenl D-,-0C.—ar: IPR41' calculations provltle all mformatlOn tipples Not Additional EBlgleney Packages) with which compliance can be BOISE,ivotn th 83702 dmermined forme intenO lighting D"°t°b'•f1Ob'e www.pivotnolthdesign.com Cradns.L0 Rawlron 1(I P nmun Allowed Exterior Lighting Power and electtical systems and equipment ONO Applicable RWuxd Ugntmg Pvaw,.t tl oath to A a C D E the standard mand document w bemedeln�o motion Allowed Interior Lighting Power Area/Sudace Category Qua dity Allowed Tradable Allowed Watts provided sttwld include interior STAMP A B C O Watts I Unit Wattage (e X C) Ili bsaM weebal-case trentsformers M ttage of and Area category Floor e Allowed Allowed Watts NApo OftEntrance(Pixiounan and venvular wiawrms and sots) 38Rdacer 14 vas 532 control devices (0) Watts(n2 (e X C) 5 ADD Bay Envy(Pedestrian aId vehlcvlw anbw—end ekes) 38 RdOoor 14 Yes 532 C103 2 Plans,Specifications,andlor Complies Requirement will be met. 1-- - 10103 048 4819 Edltriw win.(wakwey•10 Not wdel 32DRd 05 Yes too IPR81' calculations provide all information ODnes Not N Entry(Pedeclren aid veblculseneancas aria aids) 3eddoor 14 Yes 42 witill which compliance forme can r b Teel wklwrd Webs= I819 i9htinq S Entry end w(Pedeab. lw sn Llar entrance. it awtc) 3" it— 14 Yes 12 deter ONO Observable rid electrical Proposed Interior Lighting Power Total Tradable Walls la)= 1308 a Systems ria occurrent wtere exceptions,to ONO Applicable E to A B C O Tom)AR...Watts= 1308 the standard are claimed.Information Albwed u = she Frzture 10 Des<nphon 1 Lamp 1 Wattage Per Lamp/Ballast LamDal i of Failure (C X D1 Total SpownimIal Watts It) 400 provided d Induce exterior lighting power calculations,wattage of Fixture Flxluree W.tL (a)Wadage tradripns era pby albwtd belw.en be0a0N areaS.SudaGae (b)A elgpennenUl en<wwtm equal k 400 wain may be.opted.-in oomDl,anca e1 W In hen-lraaabe and I..We err-flu—ii bulbs ant ballasts.transformers and control deuces. 1-Fire Stalin T1'Olney 1 12 26 M2 Proposed Extort"Lighting Power CA06 Bans,specifications,antllor plies Requirement will be met. 51 Other 1 18 77 1306 A B C D E IPR91' with calcuwhich complilations ance can be all atlan tipples Not ��///_ S7 tither. t 27 25 675 Fixture ID:D.script:on/Lamp/Wattage Par Lamp f Ballaat Lambs! i O Fixture (C X DJ determined for Ma additional enegy ON°1nVd RI�S eYgZl�SI1111LLER O1:Oster 1 4 6 24 Fixture Fixtures Walt enckMy po options. ONO Applicable Ul:Oster 1 2 2D 4D Additional Comments/Assumptions: wl.Oft, 1 2 21 42 N Ash E! Ehlers I Pedestrian ant vehrillar eM m ranr ant axes 38 R of door vnRhi'Tradable WanaU Take Proposed Waft 2479 EW1-�'� t 1 26 26 DesignInterior Lighting PASSES: EW1IXnc. S Mil FMry(PMnstrel and veh,,,—anharcea and iszits 18 h of croon wi lhl-Tradahb Walbin -. t 1 26 26 Interior Lighting Compliance Ststemfflt EW1 Fzl edifice 1 Wakwav<10 feet wade 320 N d walkway Ike gOt1-Tradable Wanaoe t EW1-.IXnry 6 26 156 specifications. cifi a do Statement:The pr lions bmitte lighting design represented In this proposed epose Interior it con raising sy tee building plans. N EMry 1 Pldastr.s—and vehicular enhances and exits 3 N o(dmr axxhl Traabk Wabeoe 6 esign d ohm and other calculations submitted min Mrs permitsion 4.1.5.5 Theo com ly withan Map tic systems nave been l designed to meet the 2018 IECC requitements m COM[ALYIr Version 4.1.5.5 and to cDlnllrS anitlt any applicable mandatory EW1'.tither 1 26 26 Ln requirements listed in the Inspection Checklist. q/'n� S Enbv t Pedestnan and entrances and!entran ant exits 3 it of door vndthi'Tradable Wabaoe <O O Kyle Olson,PE-Elewrical Engineer 03115/2023 Ew1:Olner t 1 26 26 C-) � U Name- I Ignature t1 a� Trial Tradable Propoeed Waft= AD -O N E �Exterior Lighting PASSES.Design 85%better than code /5/w N i Exterior Lighting Compliance Statement G m Compliance Statement The proposed eztenar lighting design represented in this document is consistent with the building plans. 3 sDt<INC.tx nl and other calculations submitted With inns permit application The proposed exterior lighting systems have been L) N 3 Designed to meet the 2018 IECC requnaments m COMCheck Version 4.15.5 and to comply With any applicable mandatory O Q 3 nequhements listed in the Inspection Checklist. U1 E tri QQL do to 1 h I ITkr 1) i Medium Impact(tiff 21 3 low Ira act(t)er 3) 07 Vero h Project Title Report date:011I6/23 Project Title- Report date:OV16/23 protect Title Report date:OV16/23 Protect Title Report dab:OV16/23 M Data filename'. P.%Idah.%2020%2020-481 Twtn Falls fire Training Factlity%Er4%.,cWom- Page 2 of 10 Dots filename: P:NdahOZ020%2020-481 Twin Falls Fire Training F&cAty%EngwElxttom- Page 3 of 10 Data filename: P:%Ideho%2020%2020-481 Twin Falls,Fire Training FacMnld.EniglileciCom- Page 4 of 10 Data filename. P'.%Idaho%2020%2020-481 Twin Falls Fire Training FacAity%rWlecicc - Page 5.1 20 O 00 chetklTFFkeTraiNhg COPKZIi cck checMTFFIMTmlmrq COWheckreek check%TFFIreTralnng COMCheckreek checinTFFlreTralnrg_I:OMCheck.cck O N Scotch section section w Rou.114.Electrical Inspection C—Pit-? Comments/Assumptione a R.ugh•In Electrical Inspection Complies] Commente(Assumptionn w final...--a. Complies] Comments/Assumptione BM.ID Bite.IO BM.ID C405 2.2, Spaces required to have light- Oc.rr ins Requirement will be met CA05.2,3. Daylight Zones provided with omplies Requirement will be met C303 3. Fumtshed 01 instructions for plies 2 reduction controls have a manual OD—Not C105.11 individual controls that control the ODpes Not C408.2.5. systems and equipment to the OD—Not JEL2211 control that allows me occlgox w 1. lights independent ur genffat area 2 building owner a designated reduce the Connect.d Itghling dad in ONO Observable C4052.3. lighunq,See Cod¢S.ctdn C4052,3 ONO cos star oleo Observable a reasonably unaorm Illumination ONO Applicable 2 Daylight-responsne control for ONO Applicable (F117p representatrv.. ONO Applicable ttern>=50 rcen[. JEL2311 applicable spaces,C405.23.1 Daylight J C105.2.1. Occupancy 5erisors installed in OCpmplirs Requirement will be met ¢sponslve central function and C405 4.1 Interior Installed lamp and fixture Orampltes See mee ceriw"Ounp s.ttwe uniouk Fw vabes. _ C4052.1. CIdsXO0nrI5ReCLpreR2king rooms. ODIm Not Section C405.2.3.2 Sldeflt zone. IF118 1 lighting 1 confeencelmeeling/multipurpose C405.2,4 Separate lighting control devices far m Ices Re ] 14 rig power n cal5lsrent With who[ DDM.Not o p Requirement well be met. hewn on me approved IightinW ONO Ot—vabt M )]NIX Observdbk plans.demonstreting Ilroppsed any /� IE1181' rooms.c realer lit rooms. ONO Applicable IEL26J' specific uses Instatletl per approved DDpr,NOl a/e less man or equal to allowed ONO Applicable \I, t� bulgesybreakrooms.enclo5etl othces, lighting plans. ILL C open plan oface areas,neSllpp n5, ONO Ot--olr welts storage rooms,kcker rooms. ONO Applicable C405.5.1 Estertor lighting power n canis[ent plies See me exerior Lighting n.owe uyletluk fir values, warehouse storage areas,antl outer fA05.2,4 Additensl sit¢nor lighting power omplies Requirement well be met IFl19J1 elm what Is shown on Me apOoved tipples Not `J O spaces<=300 sqR mat are encl it (EL27]' allowed for Special fumtlDllS per Me ODO•a Nat lighting plans.demonureling [)NO Observable M by Floor-tocohng height partitions. aWowd lighting plans and is proposed watts are 1 man or equal z c0 Reference ser:ten language O to allowed watts p automatically controlled and NO Observable O Applicable C4052.1.2 tar control function In separeted from general lighting ONO Appltcabk C406.1.1 Building operations and maintenance plies z wmeh.uses and section C405.2-1.3 J for open plan once spaces. C405.2,5 Manual controls required by tide ampliex Requirement will be met (F157)1 documents well be provided to me tipples Not _ IEL28r'•n energy code are m a location with tipples Not owner-Documents will cover ONO Obtarvabk /r C105 2.1 Occupancy sensors control function in p N1— Exception:Requirement does not apply reedy access to occupants and man factumm'information, 2 warehouses.In warehouses.the of Not located where the controlled 1.91, arc ONO Observable specifications.programming ONO Applicable JEL1911 lighting in lisleweys and open areas is d Wxrvabk visible.Or Identify the area served and ONO Applicable procedures ono means 0/illustrating controlled wish occupant sensors that their status. to owner how budding,equipment and automatically reduce lighting Power ONes ADDlicabe systems are intended to be Installed. CAOS.I,6 Automatic IpMinq contrd5 for exterior omplies Requirement will be met H by 50%or move when the areas ere maintained,and operated. unOtupitd.The OCCUpaM HmOR IEL30r11 lighting Installed.Controls Will be ODmrz Not Lis iy control lighting each aislewa daylight controlled.set based on C408.2.5. Furl it as-built drawings for omplies J In Y ON. able 1 electric powers systems wlmtn 90 days inOependently and do not control tininess operation timeofday,or s Ys YS DDoes Not J Z lighting beyond Use aisleway being reduce connected lighting>30%, ONO Applicable IFll6] of system acceptance. ON.Observable 1A1 controlled by the sensor. C405.3 Ent sgm do not exceed 5 watts per LIComplies Requirement will be met. ON.Applicable 4-1 Q IEL61' fate. Dopes Not ILL C1052.1� occupant combat hinctlon in DCorr ins Exception:Requirement does not apply C108 3 Ltghbnq systems have been tested 1 plies L) } 3 open plan once areas:Occupant DD—NO ONO Obeervable IFI331' ensure proper calibration,adjustment ODOm Not tr IEL2011 sensors controls in open once spaces ONO(k rvaulr DNO Applicable ptogramming,and operation. ON.Observable z O igu ed so have controls 11 C405.6 low-volbge dry-type distribution omplies Requirement will be met ONO Applicable _ be controlled 5o that general coning can DNO Appliranlr w convolletl separately in control IELz6P electric transformers meet me DDoes Not 0 U rates with floor anaros<�600'gait. Talinixon e C405.6,efficiency requirements d Additional Comments/AsSuml>tlons: L o within the Spate.21 Goo turnONO Observable off general lighting In ell[untie Zones ONO Applicable w ifix 20 minutes after all occupants C405.7 El-tm motors meet the mtntmum omplies Requirement will be mat. have left the space.31 are configured JEL27F C OS_y mill n C�Sof Tables ODoes Not so mat general light, power in each 9 ONO OMervabk control Zone is reduced by>=80%of Efficiency vertited.rough certification the full Zone general lighting Power under an approved cemllcallon ONO Applicable within 20 minutes of all occupant program or me equipment enciency leaving at control Zoe,and 41 are ratings shall bemvd ped by motor configured such that any daylight manufacturer nufacturer Iwhere certification responsive control mll activate spec. programs dot not exist). en geral lighting or coned zone CA05.8.2, Est,atom and moving walks Comply omplies Exception:Requirement does not apply gerseral lighting only when Occupancy C405.8.2. withASME A17.11CSA 844 and have ODpes Not far Me same area 6 detected. 1 auto u,controls configured[o C105.2.2. Each area not served by occupancy plies Requirement wall be met IEL28P reduce speed ro the minimum DNd Observable C405.2.2. sensor(per C405.2.1)have time, OD—Not permitted speed Iri accordance with 13W Applicable �1, switch control,end ftxKtions delelled i]NO Obxnvabk kcal code ASME when not SA 944o applicable C405 .2.2. in sections C405.7.2.1 and C105.7.2.7 ..eying D 2 ONO Applicable passengers IEL2111 C405.9 Total vortage drop across the lies Requirement will be mat. M JEL29P combination of feeders and branch E30omp NO w•I circuits e=5%. ONO Observable N ONO Applicable O Addltlonal Comments/Assumptlons: rV 1 h Impact[Tier 11 12 Iliffeckirm Impact(Tiff 2) 13 lue,Impact(t)er 31 11 Willis Impact(Tier 1) 12 1 Mednum Impact(Tier 21 11 h Impact ITkr 1) 12 Ileedsorn Impact(Ter 21 13 Low Impact Mar 31 11 h Impact ITkr 11 12 Iliffeckfun Impact(71er 21 3 low Ira act(71ff 3J P r o j e c t N o: 19.029 Protect Title Report date:01/16/23 Protect Title: Report date:01/16/23 Protect Title Report date:01/18r23 Project Title: Report date:01/16/23 m Data: 3/17/2023 Data filename'. P.%Idaho%2020%2020-481 Twin Falls Fire Training FacilitywEnglEMclCom- Page 6 of 10 Data filename: P:udaho%202012020-481 Twin Fall Fire Training FecilitylEtt9tEMcKom- Page 7 of 10 Data filename P:%Ideho%2020%2020-481 Twin Fills Fire Training Facil"rgNENc%Com- Page 8 of 10 Data filename: PUdaho%202012020-481 Twin Falls Fire Tratrling FscilityriEng%locitCom. Page 9 of 10 O checInTFFlreTrammig_COMChedc.Cck checMTFFmiT2ln g COMRIeck.CCk check%TFFIre7ralnfg COMCheck.cok chetklTFFImTnlnlg Mf4Chec$Lcck I Checked By: KO I— Drawn By: BRE LU Ln z Sheet Name: O ELECTRICAL F— U COMCHECK o � O CITY APPROVED PLANS u EReviewed for Code Compliance o O PLANS MUST BE ON JOB SITE O c-I 3 FOR ALL INSPECTIONS sheet No: O o E0.03 � N ' M � N O� N � \ O L M ,1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ Pa 1 2 3 4 5 6 • KEYNOTES pivo t EB PROVIDE CONNECTION FROMUTILITY TRANSFORMER TO NEW TRAINING TOWER.SEE ONE-LINE DIAGRAM.GRAM. O E9 MOUNT SERVICE ENTRANCE RATED DISCONNECT AT TRAINING TOWER EXTERIOR. E10 APPROXIMATE ROUTING FOR SERVICE ENTRANCE FEEDER. fth E11 COORDINATE LOCATION OF EXISTING J-BOX IN TRAINING TOWER EQUIPMENT ROOM FOR POWER CONNECTION. ARCHITECTURE E12 WALL MOUNT BUCK-BOOST TRANSFORMER WITHIN TRAINING TOWER A EQUIPMENT ROOM-COORDINATE EXACT LOCATION WITH OWNER. /1 PIVOT NORTH ARCHITECTURE,PLLC. —H a se 116 S.6TH STREET apa cEis saiio 1 I I I I I I I / I I I I I 1 I BOISE,ID 83702 s-Tas,oass \I www.pivotnorthdesign.com \ J I / I I STAMP \ T9 I I I II I I I I II I I �Ir I I I I I E9 --/ J L--------------------------------JI L------------------------------------- I I I ---- -------------------------------------I I I90 O `. \ \ I I I I I I \ \ ,�- � \\ \ I I I O I I RICCergusMILLER O II I I g O \ O�\ EB O I 1 B 1 \ \ I j Q o o MNO_m� Na o 00 z I 00 I ----------------------1 mmo PORTABLE GENERATOR 0 DOCKING STATION `------------- y A O� 7___ t EU� u m _ � :� ill Ln ILL I I I I I I I � � I T I I I� III I \ I •/ � / / - ------ / ./ ./ oo -------i l l I \ I I I I I //./� z J < RIM'.3],569 y) ~ s avc ie-sT' — �N > z o O 0 I I 1 ro I N Project No. 19.029 Ch Date: 3/17/2023 Checked By: KO wDrawn By: BRE L — = - z Sheet Name: ELECTRICAL SITE PLAN (/') Z CITY APPROVED PLANS Ov E 1Reviewedfor Code Compliance �!J i PLANS MUST BE ON JOB SITE 0O 1 I I I I 1 1 I Sheet No: FOR ALL INSPECTIONS I E1 .01 Electrical Site Plan (1"=30') b SCALE: 1:180 o N � o M a Pa 1 2 3 4 5 6 KEYNOTES E6 COORDINATE MOUNTING OF FIXTURES NEAR DESTRATIFICATION FAN. • 1 BOTTOM OF FIXTURE TO BE MOUNTED BELOW FAN HEIGHT.FIXTURES SHOULD NOT BE MOUNTED WITHIN 5'OF DESTRATIFICATION FAN. E13 RDINATE MOUNTING OF FIXTURES IN PATH OF OVERHEAD DOOR TRACK AND GAS RADIANT HEATER.FIXTURE TO BE MOUNTED AT LEVEL P I v o WITH GAS RADIANT HEATER AND NO LOWER. E16 FIXTURES WITHIN AREA OF DAYLIGHTING ZONE TO BE CONTROLLED BY n o r t h DAYLIGHT SENSOR. ARCHITECTURE A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER 4 !3 i B CQoo �U 00 LCO EW CEW1 EW 0 o N C9 90 o N o (E — L — £`o— — — ¢ mom -LC-1 X1 X1 U y S2E S2 0 N 3 N aCr M L 5 LC-3 1 1 Q a cLi m T1E I ® S1E S1E LA LCS , , , LC � in 0O LB LC-9 TIE L0-1 LC-9 NEC SECTION 511.3(A) a EW1 ® Ts17 EW1 LG LC6 511.3 Area Classification, General. Where Class I liquids or S4E LC-3 W, , LGS 0 gaseous fuels are stored, handled, or transferred, electrical 9D1E ADARESTROOM S1E wiring and electrical utilization equipment shall be designed in > T7 D1 LC2 LC9 accordance with the requirements for Class I, Division 1 or 2 F I� 0 105 hazardous (classified) locations as classified in accordance with D, 12 ADA RESTROOM 500.5 and 500.6, and this article. A Class I location shall not U FUTURE BUILDOUT 0 *DIE Q 104 Es extend beyond an unpierced wall, roof, or other solid partition Ln C "° LC-3 W1LL . T that has no openings. [30A:8.3.1,8.3.31 m_ _ _ _ _ _ m DO — + U1KITCHENETTE (A) Parking Garages. Parking garages used for parking or z o L0TI 103 SlE storage shall be permitted to be unclassified. z J TIE i Q T1E sn a Informational Note: For further information, see NFPA G� APP72BAY z r, S2 OFFICE O9 88A-2CWStandard for Parking Structures, and NFPA 30AM H 3 102 Code for Motor Fuel Dispensing Facilities and Repair Garages. J ® S4E S2E 8 S1 , 0 +- Q Q S1E U LL > LC-9 LC-9 O EW1 LC-1 LCS EW1 -^ Z � w U_ TIE �X2 LC o STAIR 101 <10> , S1E S1E 1 1 T1E X1 LCO L o o LC-9 0 o In. EW1C-9 E LCO EWi D � m N O fV r--q Project No: 19.029 m Date: 3/17/2023 O 1 Checked By: KO I— Drawn By: BRE LEVEL 1 - LIGHTING PLAN w b SCALE: 1/8"=T-0" to Sheet Name z : 0 LEVEL 1 - LIGHTING F- U PLAN Ln Z O CITY APPROVED PLANS U EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: d � N o E2.O1 M o/ IF LINE IN IS OT TO$C-SURE I NCH, DRAWING IS NOT TO SCALE N � \ O Ma Pa KEYNOTES • pivo north ARCHITECTURE A . PIVOT NORTH ARCHITECTURE,PU-C. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER B Qpo �U 00 D N £ /y W ai i LL 'U1—p o �.E — U y 0 O N 3 N a th QQ Q) S3 I I ♦� O m zT 3E Ud) zv = 0 00 �O N I I I LC-11 S3 I � J csc Q m C Ln IL V m LE — — — — — 7 O STORAGE Z J 201 Q LL OC z_ u �I J Lc-ti J w U ILL > N z S3 O 0 L p �� STAIR I I I 1 S3E �S3E I I I I I D m N O N r--q Project No: 19-029 m Date: 3/17/2023 O 1 Checked By: KO I— Drawn By: BRE LEVEL 2 - LIGHTING PLAN Lu b SCALE: 1/8"=1'-0" N Sheet Name:z 0 LEVEL 2 - LIGHTING F- u PLAN Ln z 0 CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: d � E2.02 M NO/ IF LINE IN IS OT TO$C-SURE I NCH, DRAWING IS NOT TO SCALE 77 N � \ O Ma Pa 1 2 3 4 5 6 KEYNOTES E1 PROVIDE SURFACE MOUNTED JUNCTION BOX AND 30A SO CORD REEL • WITH SIMPLEX RECEPTACLE AND ASSOCIATED STRAIN RELIEF MOUNTED 6' I�O t ' AT APPROXIMATELY AFF FOR SHORE POWER AT APPROXIMATE LOCATION INDICATED.ROUTE 2#10 AND 1#10 GROUND CONDUCTORS FROM PANEL FOR POWER.COORDINATE INSTALLATION WITH OWNER PRIOR TO ROUGH-IN.REFER TO'SURFACE MOUNTED CORD REEL DETAIL. E2 PROVIDE SINGLE GANGOPERATOR. COORDINATFF E WITH OVERHEAD DOOR ROUTED TO n o r t h OVERHEAD DOOR OPERATOR.COORDINATE WITH OVERHEAD DOOR SHOP DRAWINGS E3 PROVIDE 120V CONNECTION FOR TRAP PRIMER TP-1.COORDINATE WITH MECHANICAL CONTRACTOR FOR DETAILS AND LOCATION. ARCHITECTURE E4 PROVIDE 2-2"C FROM ELECRICAL ROOM STUBBED THROUGH WALL TO FUTURE BUILDOUT SPACE.COORDINATE EXACT LOCATION IN FUTURE AI BUILDOUT AREA WITH OWNER. E7 FIELD COORDINATE SURFACE MOUNTED DEVICES IN METAL BUILDING PANEL LINERS. E14 PROVIDE RECEPTACLE FOR DRINKING FOUNTAIN IN FUTURE TENANT PIVOT NORTH ARCHITECTURE,PLLC. SPACE.COORDINATE EXACT LOCATION WITH OWNER. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RICCergusMILLER B Qoo 5 LB35,37 LB-31,33 FIRE RISER EF L U m 1 DS ® CU 3 LBA N E 1 $ E2 0 o o I w d 2 E LA 23 LC-15 E LC-17 Q m° �'-1 OH 0 OH - LB-25,27,29 EU C EU �� LA-15 // E2 L) d n 2 ,H LB-21,23 LB&16,18,20 / OO c LB-17,19 TP-1 �� IA-21 ( LB-2 �l a O LB-13,15 LG25 E3 LB 2 GAH °8 O m 2 DS L�ADCA LC-23 LA-17 LA-17 E7 O . — — — . .LB �LC-27 LA-15— — O O N L 1 ELEC.ROOM I I I I LA 106 •42" LA-11 ADA RESTROPM os EF J �A E R� 2 J FUTURE BUILDOUT 104 LA-23 LB-12 U m 110 LA-11 LB-8,10 Q Ln +42' LB-39 0 EF ILL C + REF LA-5� LA-15 AC LA 9 LA-15 V m C z 3 E G/D LA- o LC-1 LA-25 - MICR LA-3 I KITCHENETTE I a LA-103 APP77BAY z 109 OFFICE ~ I I I (/') 1oz J � LA-13 U ILL > N z LA-15 ^ \ O J LA-ir - �-' G E7 5 L O LA-19 LA- G d V ' ______ ___ LB-2 LB-2 ' E�BjB�R LB-0,8 '—"I E2 1 CITY REVISIONS 2127123 LB-9,11 EUH /OH LA-15 /QH LC-19 E LG21 A o f o o LA-23 D N O fV l� Project No: 19.029 m Date: 3/17/2023 O Checked By: KO LEVEL 1 - POWER PLAN F— Drawn By: BRE G7 SCALE: 1/8"=V-0" w z Sheet Name: 0 LEVEL 1 - POWER FZ u PLAN z O CITY APPROVED PLANS U EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: d � O O 0 o E2.11 M; � N ' M O N O� N � \ O a Pa 1 2 3 4 5 6 KEYNOTES • pivo north A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER B CCQOOE G U 00 D N E W 0 m LB-7 00 to 3 MAU N '2 M LB-1,3,5 Q o M V�o`d1 L M 00 00 DO O — - — — — — — — — — CJ`' a I LB-7 I F J U Qm ILL C Ln T m z p STORAGE z vi 201 Q LL OC z J z a U ILL > 4! z 0 O u � O > >- - - - � - - - - - - - - - - - � - - - - o I I I LB-7 D m N O fV rI Project No: 19-029 m Date: 3/17/2023 O t Checked By: KO LEVEL 2 - POWER PLAN � Orawn By BRE SCALE: 118"-1'-0" w z Sheet Name: O LEVEL 2 - POWER F u PLAN O CITY APPROVED PLANS u EReviewed for Code Compliance o O PLANS MUST BE ON JOB SITE O c-I 3 FOR ALL INSPECTIONS sheet No: d � E2.12 M o/ IF LINE IN IS OT TO$C-SURE I NCH, DRAWING IS NOT TO SCALE N � \ O - - - - - - - - Ma Pa 1 2 3 4 5 6 KEYNOTES 10rAm.71 DEFERRED SUBMITTALS:Fire alarm plans shall be pivot sent to the Idaho State Fire Marshal's Office(ID SFM) ID SFM north 208-334-4370,sfm.planreview@doi.idaho.gov A Plans shall meet current 2018 IFC and NFPA 72,2019 ed. A requirements and shall be approved before installation. All wiring shall be inspected prior to covering. PIVOT NORTH ARCHITECTURE,PLLC. Fire Inspection Line 208-735-7338 116 S.6TH STREET BOISE,ID 83702 www.p ivotn orth d esig n.com Fire Alarm Control Panel(FACP)Access: STAMP Access doors and/or pathways leading to the FACP shall be labeled with an approved sign. TF Water fIOW The lettering shall have a minimum height of 2 inches with a minimum stroke of 3/8 inch. notification device to be a Horn/Strobe only Red sign with white letters."FACP" (not Elec. Bell) RIC ILLER B CQ 00 a G U� 0 m 110rA N W d 2 WP o o o o UWV OFIRE R cd , n m 108 6DCd FACP Q O M 60cd (�,6 L v 60cd 60cd �m 0 00 15cd O POI O N — — — — — — — — — I — IT ROOM — — — on v al c 107 No OX SO 15cd ADA RESTROOM } 0 0F 105 ~ J ADA RESTROOM J FUTURE BUILDOUT (,,,) m 04 1 Q 0 1 1od IL C __ 60cd 60cd ® r n o C - — — — — — — — — — Ocd — — — — Wcd V7 m L .0 p Z vi I I 15cd I I Q LL APP72BAY z 109 I I I J 7 J w a°°N OX -- Q Q U IL > 4! 0 I I c '� z o > 15cd _ _ _ V f600d STAIR 10160cd 60cd 15cd ---- _____ I I I I o o o o D ' m I N O r-I Project No: 19-029 to Data: 3/17/2023 O 1 Checked By: KO Drawn By: BRE LEVEL 1 - FIRE ALARM PLAN w G9 SCALE: 1/8"=V-0" N z Sheet Name: O LEVEL 1 - FIRE ALARM 1= U PLAN O CITY APPROVED PLANS u EReviewed for Code Compliance o O PLANS MUST BE ON JOB SITE O c-I 3 FOR ALL INSPECTIONS sheet No: d � o E2.21 o, NN ' M � N N � \ O a Pa 1 2 3 4 5 6 KEYNOTES • pivo north A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP Rufe gusmILLER B Qpo G U 00 q D N O Co 1= /y W ai i LL a o �.E U y 0L0N ; �(A `m co Q L� M Ud)0v Mo0 I v — — — — - — — — — — — — — — — — — — — I I i 60cd I I } J Q ILL C � o — — — — 0 STORAGE 201 Q w J z Q Q U L.L 4! I I z O ISSN 60cd O >0 o d v �� — — — — — STAIR I I I 101 D m N O rV Project No. 19-029 m Date: 117/2023 O 1 Checked By: KO LEVEL 2 — FIRE ALARM PLAN I`-- Drew" By BRE a SCALE: 1/8"=1'-0" N z Sheet Name: 0 LEVEL 2 — FIRE ALARM F— u PLAN z 0 CITY APPROVED PLANS u EReviewed for Code Compliance o O PLANS MUST BE ON JOB SITE O c—I 3 FOR ALL INSPECTIONS sheet No: ' d W 0 o E2.22 M o/ IF LI DRAWING IS NOT TO SCALNCH. N � \ O M d � Pa 1 2 3 4 5 6 pivo t Panel LA Panel LB n o r t h Location:ELEC.ROOM 106 Voltage:120/208 Wye A.I.C.Rating:10,000 Location:ELEC.ROOM 106 Voltage:120/208 Wye A.I.C.Rating:10,000 ARCHITECTURE Supply From:MDCA Phase:3 Mains Type:MI-0 Supply From:MDCA Phase:3 Mains Type:MI-0A Mounting:Surface Wire:4 Bus Rating:225 A Mounting:Surface Wire:4 Bus Rating:225 A Enclosure:Type 1 Enclosure:Type 1 ' Circuit Notes: Circuit Notes: PIVOT NORTH ARCHITECTURE,PU-C. 116 S.6TH STREET Note Circ... Load Type Trip Po... A B C Po... Trip Type Load Circ...Note Note Circ... Load Type Trip Po... A B C Po... Trip Type Load Circ...Note BOISE,ID 83702 1 R-HALL R 20 A 1 720 VA O VA 1 20 A SPARE 2 1 288 VA 1248 VA 1 20 A M APP BAY RAID HEATER 2 www.pivotnorthdesign.com 3 R-KITCHEN R 20 A 1 540 VA OVA 1 20 A SPARE 4 3 MAU-1 M 15 A 3 288 VA 1650 VA 4 5 GARBAGE DISPOSAL R 20 A 1 1176 VA OVA 1 20 A — SPARE 6 5 288 VA 1650 VA 2 20 A M EUH-3 6 STAMP 7 R-ICE MAKER K 20 A 1 1800 VA OVA 1 20 A — SPARE 8 7 R-MEZZANINE R 20 A 1 720 VA 790 VA 8 9 R-MICROWAVE K 20 A 1 1000 VA OVA 1 20 A — SPARE 10 9 1000 VA 790 VA 2 15 A M EF-1 10 11 R-RESTROOMS R 20 A 1 360 VA 0 VA 1 20 A SPARE 12 11 EBBR-1 M 20 A 2 1000 VA 168 VA 1 15 A M EF-2 12 13 R-OFFICE 102 R 20 A 1 720 VA 0 VA 1 20 A — SPARE 14 13 65 VA 168 VA 1 15 A M EF-3 14 15 R-APP BAY R 20 A 1 1440 VA OVA 1 20 A SPARE 16 15 DS-1 M 15 A 2 65 VA 4167 VA 16 17 G-APP BAY CEILING G 30 A 1 360 VA 0 VA 1 20 A — SPARE 18 17 63 VA 4167 VA 3 20 A M EUH-1 18 19 G-APP BAY CEILING G 30 A 1 360 VA O VA 1 20 A SPARE 20 19 DCP-1 M 20 A 2 63 VA 4167 VA 20 21 TP-1 G 20 A 1 180 VA OVA 1 20 A — SPARE 22 21 300 VA 180 VA 1 15 A R FURNACE 22 23 R-EF SERVICE R 20 A 1 540 VA 0 VA 1 20 A SPARE 24 23 WATER HEATER M 20 A 2 300 VA 1 SPACE 24 25 DRINKING FOUNTAIN R 20 A 1 180 VA 0 VA 1 20 A SPARE 26 25 4167 VA 1 SPACE 26 27 SPARE 20 A 1 0 VA OVA 1 20 A SPARE 28 27 EUH-2 M 20 A 3 4167 VA 1 SPACE 28 29 SPARE 20 A 1 OVA OVA 1 20 A SPARE 30 29 4167 VA 1 SPACE 30 r�///-//`��'� q [`,�Yw, 31 SPARE — 20 A 1 OVA OVA 1 20 A — SPARE 32 31 562 VA — 1 — SPACE 32 R1C§V/gw ■.ILLER 33 SPARE — 20 A 1 0 VA OVA 1 20 A — SPARE 34 33 CU-1 M 20 A 2 562 VA -- 1 — -- SPACE 34 35 SPARE — 20 A 1 OVA OVA 1 20 A — SPARE 36 35 20 VA -- 1 — — SPACE 36 37 SPARE 20 A 1 0 VA OVA 1 20 A SPARE 38 37 DSO-1 M 15 A 2 20 VA 1 SPACE 38 39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40 39 DESTRATIFICATION FAN M 20 A 1 1200 VA 1 SPACE 40 41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42 41 1 SPACE 42 Total Load: 3780 VA 3160 VA 2436 VA Total Load: 12257 VA 14369 VA 11822 VA Total Amps: 32 A 27 A 20 A Total Amps: 103 A 120 A 99 A Phase Balance: 19%A-B 34%B-C 60%C-A Phase Balance: 17%A-B 22%B-C 4%C-A Load Type Connected Load Demand Factor Demand Load Panel Totals Load Type Connected Load Demand Factor Demand Load Panel Totals Q O O L Lighting OVA 0.00% 0 VA Power Factor:1 L Lighting OVA 0.00% 0 VA Power Factor:1 R Receptacle 5676 VA 100.00% 5676 VA R Receptacle 900 VA 100.00% 900 VA O M a0 M Motor OVA 0.00% OVA Total Connected Load:9376 VA M Motor 37547 VA 108.32% 40672 VA Total Connected Load:38447 VA N o £ C Continuous OVA 0.00% OVA Total Connected Current:26 A C Continuous OVA 0.00% OVA Total Connected Current:107 A N w 6 2 G General 900 VA 100.00% 90O VA G General OVA 0.00% OVA K Kitchen 2800 VA 100.00% 2800 VA Total Demand Load:9376 VA K Kitchen OVA 0.00% OVA I Total Demand Load:41572 VA Q m E Existing OVA 0.00% OVA Total Demand Current:26 A E Existing OVA 0.00% OVA Total Demand Current:115 A O 3 0 Other OVA 0.00% 0 VA 0 Other OVA 0.00% 0 VA 00 N 3 General Notes: General Notes: r/1 c �aL(tea om Ud1�M L M 0 �a N Switchboard MDCA Location:ELEC,ROOM 106 Volts:120/208 Wye A.I.C.Rating:35,000 Supply From: Phases:3 Mains Type:MCB Mounting:Surface Wires:4 Bus Rating:400 A MCB Rating:400 A Circuit Notes: Load Type A B C Note J LA Spare;R;K;G 3780 VA 3160 VA 2436 VA LB R;M 12257 VA 14369 VA 11822 VA U SPARE -- O VA 0) r m V I ci m z oo 0 z v a J LL LL Z 16037 VA 17529 VA 14258 VA Refer to one-line diagram for space,spare,and circuit breaker quantities. 136 A 148 A 119 A 9 25 14 N A-B %B-C %C-A IJ Load Type Connected Load Demand Factor Demand Load Switchboard Totals •• J w L Lighting 0 VA 0.00% OVA Power Factor: +-' Q Q R Receptacle 6576 VA 100.00% 6576 VA U U— } M Motor 37547 VA 108.32% 40672 VA Total Connected Load:47823 VA 11) z 0 L O C Continuous OVA 0.00% OVA Total Connected Current:133 A U G General 900 VA 100.00% 900 VA O > K Kitchen 2800 VA 100.00% 2800 VA Total Demand Load:50948 VA L o E Existing 0 NA 0.00% OVA Total Demand Current:141 A d 0 Other 0 VA 0.00% OVA General Notes: 1 CITY REVISIONS 2127123 D m N O N t� Project No: 19-029 m Date: 3/17/2023 O 1 Checked By: KO I— Drawn By: BRE LU z Sheet Name: 0 ELECTRICAL PANEL F- U SCHEDULES Ln z 0 CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: d � o E4.01 o, N� ' M � N N � \ O a Pa 1 2 3 4 5 6 TO MAIN GROUND BAR pivot ' EXOTHERMIC WELD OR ROUTE BOTH CONDUCTO S TO MAIN GROUND BAR FACE OF WALL ATTACHED TO STRUCTURE PVC CONDUIT STRUCTURE 7/8"x 5"STRUT LIFER GROUND SLEEVE AS REQUIRED GRADE BEAM JUNCTION BOX nofth 1"TYPICAL SPACING STEEL ALL PROVIDE WIRE MESH ARCHITECTURE 20'MINIMUM/40'MAXIMUM THREADPER SPECS STRAIN RELIEF AND ELEVATION VIEW SECURE TO STRUCTURE. q 7/i6"D AMETER,TYPICAL MIN. W 1l2 W RACEWAYS INSTALLED AS GRADE p PART BE CONTRACT SHALL BE ATTACHED TO TOP III O OF STRUT WITH APPROVED U- PROVIDE"SO"CORD, RUN LIFER GROUND IN PVC CONDUIT SLEEVE CHANNEL STRUT FASTENER CONDUCTOR SIZE AND PIVOT NORTH ARCHITECTURE,PLLC. O O O O O FROM WHERE IT EXITS THE GRADE BEAM. QUANTITY AS DEFINED ON 116 S.6TH STREET p POWER PLANS. BOISE,ID 83702 O O O O 0 O RE-BAR, RACEWSPACE ORFUTURE www.pivotnorthdesign.com RE-BAR,TYP. RACEWAYS ROV RECEPTACLE TYPE ASUFER GROUND DEFINED ON POWER PLANS. OPROVIDE WIRE MESH STRAIN STAMP 4"VOID CONT.TYP. U-CHANNEL STRUT ,��P RELIEF AND SECURE TO DEVICE il4"x 4"x 12"COPPER 2'MINIMUM COVER TO LIFER BOX.DEVICE BOX SHALL BE GROUND BAR EQUIPPED WITH GASKETED NOTE: AT GROUND BAR,PROVIDE LAMACOID GROUND CONDUCTOR COVER AND HINGED LIDS. NAMEPLATE WITH 112"HIGH WHITE CORE SECTION VIEW NOTE: FUTURE STRUT TO BE PROVIDE IN-USE GLASTIC STAND-OFF TRAPEZE SHALL BE PROVIDED ATTACHED TO EXISTING +6'-0"TO LETTERS READINGT TO GROUND INSULATOR#1872-3E NOTES: WHEREVER TWO OR MORE STRUT FINISHED FLR. DEINEDO OPOFCOVERAS ' ON WALL ADJACENT TO GROUND BAR. 1.INSTALL 20'MINIMUM140'MAXIMUM LEER GROUND CONDUCTOR IN EACH DIRECTION.PROVIDE BARE COPPER RACEWAYS ARE RUN ADJACENT. UNLESS NOTED DEFINED ON POWER PLANS. CONDUCTOR SIZED PER NEC TABLE 250-94 OR AS INDICATED ON THE DRAWINGS(#4 AWG SHALL BE THE OTHERWISE ON MINIMUM SIZE). POWER PLANS. 2.ROUTE LEER GROUND CONDUCTOR,THROUGH PVC CONDUIT SLEEVE. GROUND BAR DETAIL 3.AVOID CONTACT WITH RE-BAR IN CONCRETE.DO NOT TIE DIRECTLY TO RE-BAR,USE SEPARATOR APPROVED TRAPEZE D E TA I L BY STRUCTURAL. NO SCALE 4.COORDINATE ACTUAL UFER GROUND CONDUCTOR INSTALLATION WITH STRUCTURAL. NO SCALE NOTE:SEE SPECIFICATIONS FOR ADDITIONAL SURFACE MOUNTED CORD DROP DETAIL UFER GROUND DETAIL ��///-//`��//��\��■� SUPPORT,SEISMIC AND OTHER REQUIREMENTS. NO SCALE Rig V/J�V(/lmILLER NO SCALE ✓ lJ 2" PROVIDE CONDUIT L(7 B * MARKER;SEE PAVING OR FINISHED GRADE Q O / \\ DETAIL U 00 EMT N E 'ELECTRICAL' COVER MARKED 4" � FLOOR SLAB w 0 'ELECTRICAL' BACKFILL,REFER TO SPECIFICATIONS a m 4" 24" U d CAULK COVER WITH SEALING - CHRISTY#F14CURB INSTALLED UNDER PLANTING AREA RIGIDST COMPOUNDTORENDERCOVER 4" O UNREMOVABLE 6" L N c M 2"CONCRETE COVER WHEN�_ MIN. r Q U EEL Q VALVE BOX m STUB 6"ABOVE CONDUIT -0PVC COATED U�O m FINISHED FLOOR m AND CAP i0 p° 3"SAND BASE '-` PVC CONDUIT �in 0 71ENCHASREC1I1ED-4 V N FILL WITH EARTH WALL - NOTE:PROVIDE LONG SWEEP ELBOWS FOR DATA AND COMMUNICATION CONDUIT INSTALLATION. NOTE: LOCATE AT TERMINATION OF CONDUIT STUB OUTS PLASTIC BRANCH CIRCUIT CONDUIT MARKER DETAIL TYPICAL CONDUIT STUB CONDUIT INSTALLATION NO SCALE NO SCALE NO SCALE CONDUIT RISER DETAIL J NO SCALE u Qm C ILLLn m m z_ oo 0 WIDTH AS REQUIRED WIDTH AS REQUIRED WIDTH AS REQUIRED PROVIDE SUFFICIENT CHAIN TO z ATTACH TO CONDUCTOR. < LL 1/8'DIA.HOLETOACCEPT z 318" 1/2" CHAIN FOR ATTACHMENT TO MAIN DISTRIBUTION CENTER PANEL L1A 4 CONDUCTOR. u "'" EXHAUST FAN #1 4' DO NOT J 1l4„ FED FROM MDC 3116" 1/4" DISCONNECT w 277/480V 3QJ,4W, 1600A 2"DIA.WHITE CORE GREEN a/16" �16" FED FROM H1A ats" MAIN PHENOLIC GROUND TAG 4� Q > 21/2" m m 2 v2" m 120/208V 30,4W, 225A m 3116" 21/2' m IL a 51i6" ins„ va^ GROUND TO } 50,000AIC 3As" 480V 30 HIP 3116" COLD 1/4"HIGH LETTERING WITH MINIMUM Q) z 3n6" 22 000 AIC WATER PIPE OF118"BETWEEN LINES.CENTERED z O 1/4" IN TAG. PHA-BLACK;PHB-RED;PHC-BLUE O >PHA-BROWN;PHB-ORANGE;PHC-YELLOW M16 NEUTRAL-WHITE; GROUND-GREEN '' ;; 13/16" L NEUTRAL-GRAY;GROUND-GREEN �8„ IZ 1/4" GROUND CONDUCTOR TAG DETAIL NO SCALE SUB—DISTRIBUTION CENTER ALL GROUNDING WORK DONE UNDER THIS CONTRACT SHALL INCLUDE THE FOLLOWING UNLESS SPECIFICALLY EXCLUDED: MAIN DISTRIBUTION CENTER AND BRANCH PANELBOARD UTILIZATION EQUIPMENT A. TAG ALL GROUNDING ELECTRODE CONDUCTORS AND ASSOCIATED BONDING CONDUCTORS AT THEIR POINT OF ATTACHMENT TO GROUND BUS AND GROUNDING ELECTRODE(WHERE POSSIBLE)WITH A NAMEPLATE DETAIL NAMEPLATE DETAIL NAMEPLATE DETAIL ROUND WHITE CORE.GREEN PHENOLIC NAMEPLATE AS SHOWN IN DETAIL'A'. SCALE:FULL B. IDENTIFY ABOVE REFERENCED CONDUCTORS WITH 6"BAND OF GREEN TAPE AT EACH END AND AT DSCALE:FULL SCALE:FULL 10'INTERVALS WHERE RUN EXPOSED.STENCIL CONDUITS CONTAINING THESE CONDUCTORS"MAIN NOTES: NOTES: NOTES: GROUND"IN GREEN KROY LETTERS.1/2"DIAMETER OF CONDUIT IN HEIGHT. m 1.SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. 1.SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. 1.SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. C. SHOW GROUNDING ELECTRODE SYSTEM CONNECTIONS BY IDENTIFYING(ON THE RECORD DRAWING N 2.REWORD NAMEPLATE FOR FIELD CONDITIONS. MARK-UPS)WHERE(ROOM NO.AND/OR NAME)AND TO WHAT(ROD,WATER PIPE,GROUND BUS,ETC.) 2.REWORD NAMEPLATE FOR FIELD CONDITIONS. 2.REWORD NAMEPLATE FOR FIELD CONDITIONS. THEYTERMINATE. O 3.AMP RATING SHALL INDICATE BUS RATING. 3.AMP RATING SHALL INDICATE BUS RATING. 3.HP SHALL INDICATE HORSEPOWER. r14 EMT CONDUIT HOME RUN J 4"SQUARE BOX r-I Project No: 19.029 PANELBOARD NAMEPLATE m Date: 3/17/2023 m m O TOP EMT I Checked By: KO TYPICAL T-O"CEILING OR HIGHER Qc s CONDUIT �L]XQ� MD GB TOP w Drawn By: BRE P HINGE FOR FLUSH TYPICAL 8'-0"CEILING Q 6 X Q �3 MD WIDTH AS REQUIRED MOUNTED PANELS i BOTTOM OF DEVICE LJ x( z S h e e t N a m e 5116" TOP OF CABINET NOTE:ALL DEVICES INDICATED TO BE TWO LOCKS IF INNER DOOR IS o' INSTALLED AT DIFFERENT MOUNTING O SERVICE ENTRANCE LABEL 4 OVER36"HIGH TOP OF CABINET HEIGHTS AND LOCATED WITHIN ONE ELECTRICAL DETAILS c� �0 CONTROL PANELS STUD SPACE FROM EACH OTHER V 1/4" SHALL ALIGN VERTICALLY,ON THE NORMAL SYSTEM VOLTAGE XXX V 3116 _ _ FLUSH LATCH AND LOCK TOP OF CABINET SAMESIDE OF EL THE STUD.WHERE WALL U P 1l4" 7J16" CL z ®©cO® MOUNTED TELEPHONES OCCUR OVER mMAX.AVAILABLE FAULT CURRENT XX,XXX A 3i6" — TOP OF DEVICE M W LIGHT SWITCHES,VOLUME CONTROLS, 21i6" 0© SR�SO®O♦ SP EP SS CB OD ® ETC.OFFSET ONE STUD SPACE. CLEARING TIME SERVICE OCPD XX S 2116,. CONCEALED HINGE(TYPICAL) ®Vod v�9PRf t li c~ DATE XX/XX/XXXX 3116, z LL=� 5/16" o 0 0 0 0 0 0 o II II II 11 O ARC FLASH HAZARD or - CITY APPROVED PLANS u LABEL,AS REQUIRED $ m < FINISHED FLOOR E SERVICE ENTRANCE LABEL Reviewedfor Code Compliance SECONDARY NAME PLATE DETAIL 1/4-20-LARGE HEAD SLOTTED TYPICAL DEVICE MOUNTING HEIGHTS PLANS MUST BE ON JOB SITE O SCREWS(TYPICAL) NO SCALE rl MAX AVAILABLE FAULT CURRENT NOTES: FOR ALL INSPECTIONS Sheet NO: SCALE:FULL HINGED TRIM TO BOX PANEL FRONT ,. HEIGHTWHERE EVER DE ARE TYPICAL TO CENTERLINE OBEAO BOX ORS,DVIC NOTED SHALLOTHERWISE. 2. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS,DEVICE SHALL BE CENTERED BETWEEN TOP OF a NOTES: NO SCALE DOOR TRIM AND CEILING LINE.1.SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. NOTES: 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE SHOWN ABOVE. E5.01 n o 1.ALL BOLTS SHALL HAVE LARGE(318")ROUND HEAD.NO WASHERS ALLOWED. 4. DEVICE MOUNTING HEIGHTS SHALL BE PER MOST CURRENT VERSION OF GOVERNING CODES AND n i 2.TYPICAL FOR ALL 120/208V BRANCH PANELBOARDS. STANDARDS NEC,IBC,NFPA,ADA,ETC.WHERE DESCREPANCIES BECOME EVIDENT CONSULT THE ARCHITECT N AND ENGINEER OF RECORD. ' M � N O� N � \ O Ma Pa 1 2 3 4 5 6 CONCRETE ANCHOR WITH THREAD EYE BOLT CONCRETE ANCHOR WITH THREAD EYE BOLT pivoSTRUCTURAL CEILING STRUCTURAL CEILING STAMPED OR PRESSED STEEL BOX, north 4"SQUARE BY 2-1/8"DEEP CARLON FS SERIES OUTLET BOX MC CONNECTOR WITH DOUBLE W/COVERPLATE AND STRAIGHT FITTING TO FLEX O SADDLE GRIP AND LOCKING RING O OO`O FR-P CHAIN @48"O.C. 3B"ALL-THREAD �O O MC CABLE CARLON NON-METALLIC LIQUID TIGHT FLEX PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 TIE WRAPS(TYPICAL) TIE WRAPS(TYPICAL) www.pivotnorthdesign.com STAMP MC CONNECTOR WITH DOUBLE CARLON 90°FLEX FITTING INTO END OF SADDLE GRIP AND LOCKING RING 'A4'LUMINAIRE CHAIN HUNG LUMINAIRE O O PENDANT MOUNTED LUMINAIRE OUTLET BOX SUPPORT DETAIL CHAIN HUNG LUMINAIRE PENDANT LUMINAIRE NO SCALE MOUNTING DETAIL MOUNTING DETAIL RICF�eYgZILSMILLER NO SCALE NOS CALE NOTE:SEE SPECIFICATIONS FOR ADDITIONAL SUPPORT,SEISMIC AND NOTE:SEE SPECIFICATIONS FOR ADDITIONAL SUPPORT,SEISMIC AND OTHER REQUIREMENTS. OTHER REQUIREMENTS. CQ 00 G U 00 N £ /y W d i LL< p o NN¢ m U LL U y 00m ! N a co �aL(gyp om Ud1�M L M 0_ N W �O N F J Q m m LL �+ mm z 0 Q LL Z C/) LLi J � J Z 4- Q a U IL > 4! z p _ u O > u i o d � v D m N O N rI Project No: 19.029 m Date: 3/17/2023 O Checked By: KO Drawn By: BRE Lu Ln z Sheet Name: O ELECTRICAL DETAILS FZ U o O CITY APPROVED PLANS u EReviewed for Code Compliance o O PLANS MUST BE ON JOB SITE O c-I 3 FOR ALL INSPECTIONS sheet No: d � o E5.02 M; � N ' M � N O� N � \ O M a Pa 1 2 3 4 5 6 • ABBREVIATIONS LEGEND pivo (Not all symbols listed below are used on these drawings) n o r t h SYMBOL DESCRIPTION SYMBOL DESCRIPTION GENERAL NOTES: AC ABOVE CNTER,MOUNT HORIZON TALLY TO CENTERLINE OFDEVICE,t6' NTS NOT TO SCALE TECHNOLOGY ABOVE COUNTER'OR BACK SPLASH AFF ABOVE FINISHED FLOOR DC ON CENTER RESPONSIBILITY MATRIX 1. WORK CONDITIONS TTOREMAINAREDNOT DENOTED N BOLD.EXISTING ARCHITECTURE Y. AFG ABOVE FINISHED GRADE OFCI OWNER FURNISHED,CONTRACTOR INSTALLED n ARF ABOVE RAISED FLOOR OFOI OWNER FURNISHED,OWNER INSTALLED GC EC MC SCC SEC OW 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. A CF Cl CF Cl CF CI CF CI CF CI OF OI IMMEDIATELYREPLACE OR REPAIR,TO ORIGINAL CONDITION,DAMAGE BFG BELOW FINISHED GRADE OSWF ON SITE WORK FORCE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE BID BIO-HAZARD PB PULL BOX STRUCTURED CABLING GC=GENERAL CONTRACTOR CURRENTLY IN USE OR NOT,UNLESS WRITTEN AUTHORIZATION FROM THE CONDUIT/BOX ROUGH-IN/SLEEVE X X EC=ELECTRICAL CONTRACTOR OWNER INDICATED OTHERWISE.PREPARE LISTING OF ALL EXISTING PIVOTNORTH ARCHITECTURE,PLLC. C CONDUIT PZ PIEZO/SOUNDER GROUNDING/POWER/UGHTING X X MC=MECHANICAL CONTRACTOR DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 116 S.6TH STREET CAN CABLE TELEVISION POS POINT OF SALES CABLE TRAY X X SCC=STRUCTURED CABLING CONTRACTOR 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE BOISE,ID 83702 CCTV CLOBED CIRCUITTELEVISION SB STAND-BY CABLING X X SEC=SECURITY CONTRACTOR NOTED.PAINT EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE www.pivotnorthdesign.com CTRL CONTROL SCH SCHEDULER TELECOM ROOM EQUIPMENT AVC=AUDIO VISUAL CONTRACTOR SURROUNDING AREA. •RACKS/LADDERF;ACK X X CHIP=OVERHEAD PAGING CONTRACTOR 4. DO NOT ROUTE CONDUIT WITHIN STRUCTURAL OR TOPPING SLABS OF STAMP (E) EXISTING TO TIME CLOCK RACKS/LADDER RACK GROUND X X OW=OWNER FLOORS UNLESS SPECIFICALLY NOTED OTHERWISE AND WRITTEN APPROVAL EM EMERGENCY TP TAMPER PROOF PDU X X IS OBTAINED FROM THE STRUCTURAL ENGINEER. EP EMERGENCY PHONE TR TELECOMMUNICATIONS ROOM UPS X X OF CONTRACTOR FURNISHED 5. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS.REFER TO PATCH CORDS X X Cl=CONTRACTOR INSTALLED ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. ETC ELAPSETIME CLOCK TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER FIRE STOP X X OF OWNER FURNISHED EWB ELECTRIC WHITE BOARD TYP TYPICAL NETWORK EQUIPMENT X X OI OWNER INSTALLED 6. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF FA FIRE ALARM UP UNDERFLOOR BACKBOARD X X I OCCUPANTS,TELEPHONFJDATA/FIRE ALARM EQUIPMENT OR COMPONENTS G GROUND UG UNDERGROUND TELECOM ROOM COOLING X X OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY WIRELESS LAN AFFECTS THE BUILDING MANAGEMENT,OPERATIONS OR SECURITY.SEE VOP INPUT/OUTPUT PLATE uON UNLESS OTHERWISE NOTED SPECIFICATIONS FORADDITIONAL INFORMATION. CONDUIT/BOX ROUGH-IN/SLEEVE X X LD LOCK DOWN UPS UNINTERRUPTIBLE POWER SUPPLY CABLING X X 7. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. MAX MAXIMUM W/ WITH ACCESS POINT ENCLOSURE X X CATOR,RUMA 8 ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF //��'��//�q [`,�Yw,MIN MINIMUM WIC, WITHOUT ACCESS POINT X X ANY INFORMATION OR THE ADEQUACY,SAFETY AND CONFORMANCE TO RIC V/J� l.■.ILLER CONTROLLERMETWORK SWITCH X X CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE lJ NC NORMALLY CLOSED WM WIREMOLD PROGRAMMINGRESTINGNERIFICATION X X DRAWINGS. NIC NOT IN CONTRACT WP WEATHERPROOF ACCESSCONTROL NO NORMALLY OPEN RIO ROUGH IN ONLY CONDUIT/BOX ROUGH-IN X X GROUNDING/POWER X X TECHNOLOGY PLAN NOTES: REFERENCE SYMBOLS LEGEND CENTRAL POWER SUPPLIES X X 1. PROVIDE 411116"SQUARE DEEP OUTLET BOX AND SINGLE GANG MUD RING B (Not all symbols listed below are used on these drawings) DOOR HARDWARE' FOR ALL TELE/DATA OUTLETS.ROUTE 1"CONDUIT FROM EACH OUTLET TO Q O 0 ABOVE ACCESSIBLE CEILING UNLESS NOTED OTHERWISE.PROVIDE I— E SYMBOL DESCRIPTION SYMBOL DESCRIPTION INTEGRATED LOCK x x C O T NOTE REFERENCE #q# DOOR NUMBER ELECTRIFIED LOCKMARDWARE X X INSULATED THROAT CONNECTOR ON CONDUIT END.KEEP ALL EXPOSED G O CONDUITS TIGHT TO STRUCTURE. N p 0 OWNERIMEDICAL EQUIPMENT REFERENCE ® EXISTING TO BE RELOCATED DOOR CONTACT X X ALL SECURITY W E •REQUEST TO EXIT DEVICE X X 2. PROVIDE 411/16"SQUARE DEEP OUTLET BOX AND SINGLE GANG MUD RING m SHEET #=TYPICAL LAYOUT TYPE ----- TR ZONE LINE ACCESS CONTROL SYSTEM EQUIPMENT X X FOR A ,AND ACCESS CONTROL.ROUTE 3/4"CONDUIT FROM Q i H In cre EACH OUTLET TO ABOVE ACCESSIBLE CEILING UNLESS NOTED OTHERWISE. - V T#=LOCATION OF TYPICAL LAYOUT TYPE INFORMATION Q REVISION PROGRAMMING X X PROVIDE INSULATED THROAT CONNECTOR ON CONDUIT END.KEEP ALL — d LICENSING X X EXPOSED CONDUITS TIGHT TO STRUCTURE. d FIRE ALARM INTEGRATION X X OO N LOCK DOWN INTEGRATION N/A 3. ALL CONDUITS DEDICATED FOR TECHNOLOGY SYSTEMS SHALL BE INSTALLED LL N c co IN EMT UNLESS OTHERWISE NOTED.FLEX CONDUIT SHALL NOT BE USED r `m TECHNOLOGY LEGEND AUTO OPENER INTEGRATION X X WITHOUT PRIOR APPROVAL FROM ENGINEERT OR OWNER. C Q 2 VIDEO SURVEILLANCE INTEGRATION X X (Not all symbols listed below are used on these drawings) U oY v 4. CONDUITS DEDICATED FOR TECHNOLOGY SYSTEMS SHOULD NOT EXCEED t CLIENT WORKSTATION LICENSING/SOFTWARE X X 07 SYMBOL DESCRIPTION SYMBOL DESCRIPTION 10Y OR CONTAIN MORE THAN 180 DEGREES OF TOTAL BENDS WITHOUT CLIENT WORKSTATION HARDWARE X X UTILIZING APPROPRIATELY SIZED PULL BOXES. in 0 O WALL FIELD �# CEILING MOUNTED OUTLET(#=QTV OF CABLES;XXX=SEE BELOW) BADGING EQUIPMENT X X �0 N TELECOM GROUND BAR XXX AV=AUDIOVISUAL SEC SECURITY NETWORK SWITCH X X 5. MINIMUM BEND RADII FOR CONDUITS DEDICATEDFORTECHNOLOGY v SYSTEMS SHALL BE 6 TIMES THE DIAMETER OF THE CONDUIT FOR CONDUITS WIRE BASKET TRAY WAP=WIRELESS ACCESS POINT PRJ=PROJECTOR 2"OR LESS AND 10 TIMES THE DIAMETER OF THE CONDUITS EXCEEDING 2".L- CABLE TRAY BENDS SHALL NOT BE USED. —J—J—J— J-HOCK PATHWAY Xxx DATA POWER POLE(XXX=SEE BELOW) 6. PROVIDE AN 8'SERVICE LOOP AT STATION END OF ALL CABLE RUNS. UH# FLOOR SPACE BOX DATA OUTLET(#=QTY OF CABLES) SEC=SECURITY SR=SURFACE RACEWAY 7. PROVIDE CAT 6 CABLE WITH A 20'SERVICE LOOP AT ALL WIRELESS ACCESS # POKE-THRU(#=QTY OF CABLES) zz TELEVISION COAXIAL CABLE(ZZ=ELEVATION) POINT LOCATIONS.TERMINATE CABLE ON A SURFACE MOUNT OULTLET BOX. # DATAOUTLET(#=QTYOF CABLES;XXX=SEE BELOW ZZ=ELEVATION) CEILING MOUNrED TELEVISION COAXIAL OUTLET 8. HOMERUN ALL VOICE,DATA,AND TELEVISION CABLES TO DESIGNATED CONTROL PANELS,PATCH PANELS,OR WALL FIELDS IN TELECOMMUNICATION ZZ D=MEDICALISUPPLY DISPENSER RED=RED PHONE FLOORJBOX ROOM.PROVIDE J-HOOK TYPE CABLE SUPPORTS IN OPEN OR ACCESSIBLE EEG=EEG NETWORK T=TRANSLATION PHONE J X%I( POKE THRU;(XXX=SEE BELOW) CEILING SPACE AS REQUIRED TO SUPPORT CABLES IN ROUTE TO J TELECOMMUNICATIONS ROOM.ROUTE CABLE SUPPORTS SUCH THAT CABLE _ EP=EMERGENCY PHONE TC=TIME CLOCK FF=FURNITURE FEED AV=AUDIOVISUAL VISIBILITY WILL BE MINIMIZED IN ANY OPEN CEILING AREAS. / 1 F=FACP W=WALL PHONE ZJ ZZ WALL MOUNTED JBOX(XXX=SEE BELOW;ZZ=ELEVATION) 9. COORDINATE AND VERIFY EXACT MOUNTING LOCATIONS OF WALL,CEILING, Q 0 Ln POS=POINT OF SALE AV=AUDIO VISUAL DIS=DISPLAY AV=AUDIO VISUAL AND FLOOR DEVICES WITH ARCHITECTURAL ELEVATIONS,AND ANY L,L rn C FURNITURE OR SPECIALTY EQUIPMENT SUPPLIER DRAWINGS PRIOR TO (I''1 y RAD=RADIOLOGY NETWORK PRT=PRINTER PB yy PULLBOX(YY=SIZE) V ROUGH-IN. M SR=SURFACE RUNWAY MFP=MULTI FUNCTIONS PRINTER ( XXX CLOCK OUTLET(XXX=SEE BELOW) 10.PROVIDE A HYBRID CABLE WITH THE FOLOOWING CONDUCTOR z 00 BAS=BUILDING v COMBINATIONS FOR ACCESS CONTROL DEVICEC LOCATIONS:2216 SHIELDED- O AUTOMATION SYSTEM WP=WEATHERPROOF DS=DOUBLESIDED DIGITAL(PROVIDE I CAT 6 CONNECTION) 16/4 22/4 22/2 z SCH=SCHEDULER SEC SECURITY A=ANALOG CP=CONTROL PANEL CLK=CLOCK C S XXX COMBINATION CLOCKISPEAKER OUTLET(XX)(=SEE BELOW) Q LL A=ANALOG O=DIGITAL z © CEILING MOUNTED CLOCK DAS DISTRIBUTED ANTENNA SYSTEM Ln IWX'R WIRELESS ACCESS POINT ENCLOSURE Z ® EQUIPMENT RACK Q Q O WIRE MANAGER U I""L Q CABINET _ z O _ I— O > SECURITY LEGEND L (Not all symbols listed below are used on these drawings) SYMBOL DESCRIPTION SYMBOL DESCRIPTION O WALL FIELD ® CARD READER(XXX=SEE BELOW) S INTERCOM DOOR STATION XXX610=BIOMETRIC KP=INTEGRATED KEYPAD IM INTERCOM MASTER STATION IL=INTEGRATED LOCK CB=CODE BLUE ELEVATOR CALL I� DURESS ALARM Eg DOOR AUTO OPENER MOTION DETECTOR HH DOOR CONTACT Q CEILING MOUNTED MOTION DETECTOR EL ELECTRIC DOOR LOCK © GLASS BREAK DETECTOR ES ELECTRIC DOOR STRIKE DGB CEILING MOUNTED GLASS BREAK DETECTOR ® REQUEST TO EXIT PP PUSH PAD EH ELECTRIC HINGE m KP KEYPAD EP ELECTRIC POWER TRANSFER fV XX FIXED PTZ SECURITY CAMERA CLG MOUNTED(XX=CAMERA SCHEDULE pS POWER SUPPLY O NUMBER) FIXED SECURITY CAMERA WALL MOUNTED(XX=CAMERA SCHEDULE ML MAGNETIC DOOR LOCK , V NUMBER) LO LOCK OUT IJ XX� MULTI SENSOR SECURITY CAMERA(XX=CAMERA SCHEDULE NUMBER) ❑ rI Project N0: 19029 LD LOCK DOWN m ECB EMERGENCY CALL BOX DR DOOR RELEASE Date: 3/17/2023 O "1 SECURITY CAMERA FIELD OF VIEW I Checked By: CMK J Drawn By: JMS LU z Sheet Name: 0 TECHNOLOGY 1= U LEGENDS & NOTES re Ln z O CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: Q o 0 o T0.01 � N ' M � N O� N � \ O a Pa 1 2 3 4 5 6 KEYNOTES • pivo north +{ I I PIVOT NORTH ARCHITECTURE,PLLC. +{`! O O \ \ I I 116 S.6TH STREET O \ I I BOISE,ID 83702 www.pivotnorthdesign.com I I \ \ I I I O \ I I I I STAMP I ------------ --- I I � 1 0 I , 1 ❑ \ \ I IT ROOM 107 f � I ------------------- � 1 I I � I II O 24"xW HAND HOLE \ I I Rig V/g mILLER - IS I COMING I I __ -----————_----- __I1I l III i__Ii1II I I_.___ _____ _______ _ RVEICEPROVIDER IIEE-xE3WT3:3771,.685 ~ m �v Oa o< Oam mc N�O , oo ——————— / '24 co N00 r-411 RI-, ETH37—e U� Lnco w > cC o I I D ' — FCC II III I�I� I I I I 17141 I I I o Project No: 19-029 M Date: 3/17/2023 TECHNOLOGY SITE PLAN O SCALE, 1/16"=1'-0" I Checked By: CMK Drawn By: JMS ' I..I..I z Sheet Name: O TECHNOLOGY SITE F- =u PLAN O CITY APPROVED PLANS u EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q o T1 .01 774 ' M N O N O a Pa 1 2 3 4 5 6 KEYNOTES T3 ROUTE(1)2"C.WITH WEATHER HEAD TO ROOF FOR RADIO ANTENNA. • 41 COORDINATE EXACT ANTENNA LOCATION WITH ARCHITECT AND RADIO pivot ' VENDOR. north A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RICCergusMILLER I I I 3 I I 3i B Qooa 00 D E /y W 6 i o o o o LL H 5. o FIRE RIS 00 d N E co r1 (2) C.RO 00C.UP TO MEZZANINE CLG LEVEL 'o N O a ' (2)4"SLEEVES 2 T3.01 ADA RESTROPM 9s � 0 0 J J A E R FUTURE BUILDOUT I od h Q u9 ® IL �^ r m C — — — — — — — —I — — — — — oo 7. z v Q LL APP72BAY 109 0 FIC J j U IL > 4! 0 z o 0 j o STAIR I I I I l01 I I I I D M O0 N Project No: 19-029 M Date: 3/17/2023 O 1 Checked By: CMK I— Drawn By: JMS LEVEL 1 - TECHNOLOGY PATHWAY PLAN W (n1 SCALE. 1/8"=T-0" V) z Sheet Name: O LEVEL 1 - F =u TECHNOLOGY PATHWAY PLAN z O CITY APPROVED PLANS u EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q o 0 o T2.01 � N ' M � N O� N � \ O L M a Pa 1 2 3 4 5 6 KEYNOTES • pivo north A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP Rufe gusmILLER B Q0p £ G C-) 00 D N £ /y W ai i LL< o �.E — — ¢ nom U y O0� 3 (1)2"C.TO ROOF !n t cp (n m r0 o ro Ud12M L M (2)2"C.FROM BELOW O N 0 — — — — - — — — — I I I F— J QILL M C � (D` o � — — — — — — — — — — — — — p DO STORAGE z 201 < Z J z U ILL a) Df z 0 0 j a H a — — — — — — STAIR I I I l91 I I I I I D m N O N Project No. 19-029 M Date'. 3/17/2023 O Checked By: CMK Drawn By: JMS LEVEL 2 - TECHNOLOGY PATHWAY PLAN W SCALE: 1/8"=1'-0" N z Sheet Name: O LEVEL 2 - F- =u TECHNOLOGY PATHWAY PLAN O CITY APPROVED PLANS u EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q o O N O 1n M NO/ DRAW ING I$NOT TO IF LINE DOES NOT OT TO RE 1 INCH, SCALE N � \ O M a Pa 1 2 3 4 5 6 KEYNOTES pivo t north A . PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RIC§CergusMILLER CQooe G U 0 1 � 100B --109A C w m U — 109E ES 109C — `p RX ¢ m chi FF7IRERISIr c) y 103 p 0 M N E am 2 1fl ELEC. 00 T ROOM V o m L M ... I - 106 I �O N DRX U 1� ES v 1 T3.01 AD REST 1os J J FUTURE BUILDOUT u9 DA RESTR00 Q m �rr oaILL ® �' — — — — — — — — — — — — — — (7 0 oo z oo -'KITCHENE E z vi 103 APPA ATUSBAY � z 09 2 OFFICE I I N J � 102 J w 2 r✓ Q > U ILL > U! z 0 o I I �-��-' I a H a _ -- A ES o 109D o 0 109E 100A D I I i M N O N Project No: 19-029 M Date: 3/17/2023 O t Checked By: CMK LEVEL 1 - TECHNOLOGY FLOOR PLAN � Drawn By JMS SCALE: 1/8"-1'-0" W z Sheet Name: O LEVEL 1 - F- =u TECHNOLOGY FLOOR PLAN O CITY APPROVED PLANS v EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q o T2.11 � N ' M � N O� N � \ O a Pa 1 2 3 4 5 6 KEYNOTES T1 COORDINATE EXACT LOCATION AND TERMINATION REQUIREMENTS WITH • :� MECHANICAL CONTRACTOR. pivot north A PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP RICCergusMILLER 4 i B CC000 G O 00 D N £ W N ev¢ mm LL O y 00� Q L(!7 Va)�a 'o 00 DO 0 - - - t - - - - - - - - — - - - 2 a WAP PENDANT MOUNT+204"A.F.F. Ti 2 L� BAS r J U m LLLL Ln+ - - - - - - - - - - - - - - - - - - (7 0 DO z DO p STORAGE - z vi 291 Q LL J z 2 4� Q C) LL WAID PENDANT MOUNT+204"A.F.F. (3) z O u O > > I A IH- D I I I N O N Project No: 19-029 M Date: 3/17/2023 O Checked By: CMK LEVEL 2 - TECHNOLOGY FLOOR PLAN FL Drawn By JMS G7 SCALE'. 1/8"=1'0" LLI z Sheet Name: O LEVEL 2 - F- =U TECHNOLOGY FLOOR PLAN O CITY APPROVED PLANS v EReviewed for Code Compliance 801 O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS sheet No: Q o N T2.12 M NO/ IF LINEDF—IN I$NOTOT T5URE11NCH, ORAW ING IS NOT TO SCALE N � \ O M L � � Pa KEYNOTES • pivo t north ARCHITECTURE A PIVOT NORTH ARCHITECTURE,PLLC. 116 S.6TH STREET BOISE,ID 83702 www.pivotnorthdesign.com STAMP INCOMING SERVICES RICCergusMILLER O (2)2"C.UP TO MEZZANINE 1-A (2)4"C. 12"LADDER RACK(1`11P) 1- T3.01 1-B 1-C O M o a0 U e e = - N n E N W N i o 0 m chi 00 N L�L—=— —T Qatm om Ud1�M (2)4"SLEEVES O N a TECHNOLOGY FLOOR PLAN - IT ROOM 107 TECHNOLOYG RCP PLAN - IT ROOM 107 T2.11 SCALE: 1/2"=V-0" T2.01 SCALE: 1/2"=V-0" J U NOTE: m Q m Ln PROVIDE 3/4"AC GRADE FIRE RETARDANT PLYWOOD FROM 6" u— ABOVE FLOOR LEVEL TO 8'-6"A.F.F.ON THE INTERIOR WALLS. r n PAINT WHITE,LEAVING ONE FIRE RATING STAMP VISIBLE PER V m PIECE OF PLYWOOD. 00 7 L O z v Q LL oc z cn J J z 4- Q U u- > n z O 3 Y p u 3 LO o (2)2"C.TO MEZZANINE 11 V CLG LEVEL (2)4"SLEEVES LEVEL 2 1 (2)4"C. (2)4"C. (2)4"c. _ (1)2"C. OFTOROZZ LEVEL2 �1 (1)2'C.TOROOFJ� 10�4 J LEVEL4 LEVEL z r C.TO ME zz 4" �J �-} 10'-�4" 10',4" �J 12'LADDER RACK " 12"LADDER RACK 12 VERTICAL LADDER RACK i 12"LADDER RACK ACS i 12"LADDER RACK ACS r RACK EQUIPMENT �� ACS DXDI RACKEQUIPMENT 12"VERTICAL m LADDER RACK O LEVEL 1 — LEY0 1 ,� �I� ! LE OEL� _ LEVOEL0 0' 0' #L (2)2"C.INCOMING l� Project No: 1&029 (2)2"C.INCOMING SERVICES SERVICES m Date: 311712023 OChecked By: CMK Drawn By: JMS Lu ELEVATION 1-A ELEVATION 1-13 ELEVATION 1-C ELEVATION 1-D u SCALE. NONE SCALE: NONE SCALE: NONE SCALE: NONE Z Sheet Name: 0 TECHNOLOGY F- u ENLARGED PLAN SERIES v) z 0 CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: Q o o T3.01 � N ' M � N O� N � \ O Ma Pa 1 2 3 4 5 6 • TYPICAL 10`0"AFF �, pivot TYPICAL CEILING OR HIGHER MD GB-0 n o r t h ' 1"CONDUIT TO TELECOM ROOM TYPICAL AL 8'-O-0"CEILING MD GB-0 ® ARCHITECTURE ELEVATION KIT NOTE ALL CES INDICATED TO BE A C KP INSTALLED AT DIFFERENT MOUNTING HEIGHTS AND LOCATED WITHIN ONE El PP CR CP VC STUD SPACE FROM EACH OTHER SHALL ALIGN VERTICALLY,ON THE PIVOT NORTH ARCHITECTURE,PLLC. SAM M UNT DE TELEPHONES OCCUR OVER OF THE STUD.WHERE L 116 S.E,I STREET LIGHT SWITCHES,VOLUME CONTROLS, BOISD 83702 Lr ETC.OFFSET ONE STUD SPACE. www.pivotnorthdesign.com B m 8 DA D 4-11/16"SQUARE DEEP BOX ❑M pp-0j dj STAMP 0 SINGLE-GANG ? o ( MUDRING - FINISHED FLOOR ' RADIUS DROP °°° � 1 � 9 TYPICAL DEVICE MOUNTING HEIGHTS LADDER RACK ACCESSORIES NO SCALE NO SCALE NOTES: NOTES: OUTLET ROUGH-IN DETAIL 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. r�///-//`��'�/�n [`,�Yw, 1. PROVIDE RADIUS DROP AT EACH EQUIPMENT RACK LOCATION. NO SCALE 2. WHERE EVER DEVICES DOOR TRIM AND CEILING LINE.DICATED TO BE ABOVE DOORS,DEVICE SHALL BE CENTERED BETWEEN TOP OF Rl��y V/ ill.■.ILLER 2. PROVIDE ELEVATION KIT AS REQUIRED FOR LADDER RACK ✓ lJJ\ INSTALLATION. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE SHOWN ABOVE. ATTACHED TO SIZE CONDUIT APPROPRIATELY TO STRUCTURE AS CABLE BUNDLE SIZE PER NEC REQUIRED B REQUIREMENTS. SQ O O OOFLOOR G U 00 U LENGTH AS E REQUIRED N'iI 6 2 FIRESTOP L"L p Q WALL FIRESTOP 3/8"ROD Q m cu WALL U N 00 m a Q o m 4'-5'TO NEXT U O m ASSEMBLY(TYP.) M NW O O O FOR FLOOR PENETRATION a COMMUNICATION CONDUIT CABLE J-HOOK. SLEEVE QUANTITIESAS REQUIRED. 2� NOTE: ALL WIRES AND CABLES SHALL BE SUPPORTED.MAXIMUM SPACING BETWEEN HOOKS SHALL BE*to 5'.ATTACH HOOK ASSEMBLY TO BUILDING STRUCTURE.ALL J CABLE RUNS TO BE PERPENDICULAR AND PARALLEL TO BUILDING WALLS. _ RATED WALL PENETRATION DETAIL u NO SCALE CABLE SUPPORT SYSTEM DETAIL LPL Ln C NO SCALE /V I� `~ m 7 oo L W O z v Q LL z cn J z 4- Q QJ z p _ H O > L p D m N O fV l� Project No: 19.029 m Date: 3/17/2023 O Checked By: CMK Drawn By: JMS Lu L z Sheet Name: 0 TECHNOLOGY F u DETAILS r L z 0 CITY APPROVED PLANS u EReviewed for Code Compliance O PLANS MUST BE ON JOB SITE O 3 FOR ALL INSPECTIONS Sheet No: Q o o T5.01 � N ' M � N O� N � \ O Pa 1 2 3 4 5 6 1"C.STUB TO ACCESSIBLE CEILING SPACE SEQURTY JUNCTION BOX ELECTRIC LOCK NOT SPECIFIED pivot CEILING MOUNT SJB ATIO'CENTERAFF MOUNT SJB AT n o r t h VC.STUB TO ACCESSIBLE CEILING SPACE VC.STUB TO ACCESSIBLE CEILING SPACE�� DOOR DETAIL NOTES REQUEST TO EXIT DEVICE I I CEILING CEILING ARCHITECTURE i I I I A I FLUSH MOUNT DOOR CONTACTIDOOR POSITION il2'C. w�11T'C. 1. COORDINATE SECURITY ROUGH-IN REQUIREMENTS WITH SECURITY VENDOR. I SWITCH CARD READER �- 2. SECURITY JUNCTION BOX(SJB)SHALL BE 6X6X6 WITH SCREW COVER. (NON-SECURE SIDE) PIVOT NORTH ARCHITECTURE,PLLC. CARD READER4"X4"BOX 116 S.6TH STREET 3. ENCLOSURE AND CONDUIT TO BE PROVIDED BY ELECTRICAL CONTRACTOR(EC). �- W/SINGLE GANG MUD RING. BOISE,ID 83702 REFER TO FLOOR PLAN AND www. ivotnorthdesi n com 4. DOOR HEADER CONDUIT TO BE STUBBED TO JUST ENTER HEADER FRAME 3"TO 4" DIVISION 8 SPECIFICATION FOR P 9 FROM OPENING SIDE OF DOOR. ELECTRIC CONDUIT LOCATION SHALL BE HINGE BASED UPON THE TYPE OF LOCATION AND QUANTITIES. CL 46"AFF ELECTRIC LOCK SPECIFIED. 5. IF CONDUIT IS REQUIRED,INSTALL BY APPLICABLE CODE AND AUTHORITY HAVING STAMP JURISDICTION(AHJ). HINGE CONDUIT CAN BE LOCATED THE SIDE HINGE SIDE OR STRIKE SIDE. 6. ALL DOOR HARDWARE SHOULD BE COORDINATED WITH ARCHITECT OWNER,AND FLOOR LINE 46"AFF DOOR CONTRACTOR.CONSULT DIVISION 08 SPECIFICATIONS.FOR HARDWARE Erff - COORDINATION. SECURE AREA HINGE HINGE SIDE SIDE 7. COORDINATE ROUGH-IN REQUIREMENTS WITH SECURITY VENDOR. FLOOR LINE _ FLOORUNE SECUREAREA SECUREAREA CR ' E�EH RX SAMPLE SINGLE DOOR SINGLE DOOR ��/////`/y��//�/]�( NO SCALE EL NO SCALE CR NO SCALE Rig V/J�usmI LLER MOUNT SJB AT 10'CENTER AFF MOUNT SJB AT 10'CENTER AFF MOUNT SJB AT 10'CENTER AFF MOUNT SJB AT 1 O'CENTER AFF 1"C.STUB TO ACCESSIBLE CEILING SPACE�� 1"C.STUB TO ACCESSIBLE CEILING SPACE�� VC.STUB TO ACCESSIBLE CEILING SPACE�� 1"C.STUB TO ACCESSIBLE CEILING SPACE�� Q 0 0 E Z C-) Cn c000 i. CEILING CEILING CEILING CEILING NU1 E 1/2"C I I L.L w m i ` (STUBBED BEHIND DRYWALL) i I Q to 112"CONDUIT($TUBBED BEHIND DRYWALL REFER TO NOTE 3) REQUEST TO EXIT DEVICE I I O U y MOUNT CENTERED ON I I 0 N 3 ' aFLOOR DOORS APPROXIMATLEY 12" �I cFLUSH MOUNT DOOR ABOVE DOOR FRAME / I co U)CONTACT/DOOR POSITION 112 C. I 11p SWITCH QMl"C.(STUBBEDO BEHIND DOOR FRAME) M0m°p NELECTRIC ELECTRICSTRIKE HINGE HINGE HINGE HINGE SIDE SIDE SIDE LINE FLOOR LINE FLOOR LINE FLOOR LINE SECUREAREA SECUREAREA SECURE AREA SECURE AREA PT SINGLE DOOR RX SINGLE DOOR ES SINGLE DOOR EH SINGLE DOOR u m NO SCALE NO SCALE NO SCALE NO SCALE Q 0 L r V �.r /I� 0 m z CO 0 z_ V MOUNT SJB AT 10'CENTER AFF MOUNT SJB AT 10'CENTER AFF MOUNT SJB AT 10'CENTER AFF MOUNT SJB AT 1O'CENTER AFF Q LL 1"C.STUB TO ACCESSIBLE CEILING SPACE�� 1"C.STUB TO ACCESSIBLE CEILING SPACE�� V C.STUB TO ACCESSIBLE CEILING SPACE�� 1"C.STUB TO ACCESSIBLE CEILING SPACE POWER SUPPLY _ CEILING CEILING CEILING N CEILING i I J w 112"C. +� Q Q v z 0 PUSH PAD/ACTUATOR.REFER 0 U TO FLOOR PLAN AND DIVISION MAGNETIC LOCK L 0 C.(STUBBED 8 SPECIFICATION FOR BEHIND DOOR FRAME) LOCATION AND QUANTITIES. LL V ELECTRIC q T POWER TRANSFER 46"AFF HINGE HINGE HINGE HINGE SIDE SIDE SIDE SIDE ' FLOOR LINE FLOOR LINE _ FLOOR LINE FLOOR LINE SECUREAREA SECUREAREA SECUREAREA SECUREAREA D EP SINGLE DOOR El SINGLE DOOR PP SINGLE DOOR ML SINGLE DOOR N NO SCALE NO SCALE NO SCALE NO SCALE O fV li Project No: 19-029 MOUNT SJB AT 19 CENTER AFF m Date: 3/17/2023 314"C.STUB TO MOUNT SJB AT 10'CENTER AFF O HINGES ACCESSIBLE 1"C.STUB TO ACCESSIBLE CEILING SPACE�� I Checked By: CMK CEILING SPACE MOUNT SJB AT IO'CENTER AFF � Drawn By: JMS 1"C.STUB TO ACCESSIBLE CEILING SPACE�� CEILING ILIJ ill"CONDUIT TO 1l2"CONDUIT N ACCESSIBLE CEILING I z 7 S h e e t Name: CEILING HATCH LID AUTO.OP. O SINGLE DOOR F_ DOOR CONTACT DOOR CONTACT MAGNET MOUNTED MAGNET IN SECURITY DETAILS TO HATCH LID SWITCH MOUNTED RUGGED HOUSING LOW PROFILE SWITCH IN DIRECTLY TO ROOF RUGGED HOUSING HATCH FRAME HATCH FRAME MOUNTED DIRECTLY TO INTEGRATED CARD READER. jFLOOR STEEL ARMORED STEEL ARMORED CABLE HANDLE CABLE z � SINGLE GANG � SINGLE GANG `J O BACK BOX�� BACK BOX�� FLOOR LINE U ' - e HINGE E SECURE AREA SECURE AREA HT SIDE NOTES: NOTES: HINGE I FLOOR LINE 1. SECURITY JUNCTION BOX(SJB)SHALL BE4X4WITH SCREW COVER. 1. SECURITY JUNCTION BOX(SJB)SHALL BE 4X4 WITH SCREW COVER. SIDE SECURE O FLOOR LINE AREA O 2. ENCLOSURE AND CONDUIT TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 2. ENCLOSURE AND CONDUIT TO BE PROVIDED BY ELECTRICAL CONTRACTOR. — 3. IF CONDUIT IS REQUIRED,INSTALL BY APPLICABLE CODE AND AUTHORITY HAVING SECURE Sheet N0: JURISDICTION(AHJ). 3. IF CONDUIT IS REQUIRED,INSTALL BY APPLICABLE CODE AND AUTHORITY CITY APPROVED PLANS .3 HAVING JURISDICTION(AHJ). ROOF HATCH ROLL UP DOOR Ao SINGLE DOOR Reviewedfor Code Compliance No NO SCALE NO SCALE CR SINGLE DOOR NoscALE PLANS MUST BE ON JOB SITE T5.02 L NO SCALE � N FOR ALL INSPECTIONS ' M � N O� N � \ O L M a Pa