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PLANS - 22-00059 - Java Espress
102LEASENAME301G1.1COVER SHEETJAVA COFFEE ESPRESS 565 NORTH 2ND EASTREXBURG, IDAHO 83440ARCHITECTALC ARCHITECTURE301 PARK AVENUEIDAHO FALLS, IDAHO 83402PH. (208) 522-0088CONTACT: ROBERT FEHRENBACKER,ERIC ANDERSONrobertf@alcarchitecture.comeric@alcarchitecture.comJURISDICTION:REXBURG, IDAHOOCCUPANCY GROUP:B, PER SECTION IBC 303.1.1CONSTRUCTION TYPE:TYPE V-BSMALL BUILDINGAREA:ACTUAL = 795 SQUARE FEETALLOWANCE = 9,000 SQUARE FEETOCCUPANT LOAD:KITCHEN: 795 SF /200 GROSS = 4 OCCUPANTSASSEMBLY: (INDOOR & OUTDOOR SEATING)(UNCONCENTRATED): 77 SF /STATED OCC = 6 OCCUPANTSTOTAL: 10 OCCUPANTSHEIGHT:ACTUAL = 19'-2"ALLOWED = 40'-0"FIRE ALARM:NOFIRE SPRINKLER:NOAREA REQUIREMENTS:SEISMIC DESIGN CATEGORY – DGROUND SNOW – 50 LBS. PER SQ. FT.ROOF SNOW LOAD – 35 LBS. PER SQ. FT.WIND LOAD – 90 MPHFROST DEPTH – 36”FIRE RESISTANCE RATING:PER TABLE 601PRIMARY STRUCTURAL FRAME = 0 HOURBEARING WALLS-EXTERIOR = 0 HOUR-INTERIOR = 0 HOURNONBEARING WALLS & PARTITIONS- EXTERIOR = SEE TABLE 602-INTERIOR = 0 HOURFLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS = 0 HOURSROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS = 0 HOURSPLUMBING ANALYSIS:PER IBC CHAPTER 29B - BUSINESS WATER CLOSETLAVATORY DRINKING SERVICEFOUNTAINSINKMFM FREQUIRED*1/25 1/40N/A (f)N/A (g)PROVIDED1101*PER IBC 2902.2.2 - SEPARATE FACILITIES SHALL NOT BE REQUIRED INSTRUCTURES OR TENANT SPACES WITH A TOTAL OCCUPANT LOAD,INCLUDING EMPLOYEE AND CUSTOMERS, OF 15 OR LESS.1.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THEINTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES ANDREGULATIONS2.THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND EXISTING CONDITIONS PRIORTO PROCEEDING WITH ALL WORK.3.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WHERE ANYCONFLICTS OCCUR WITH THE CONSTRUCTION DRAWINGS.4.IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THECONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.5.THE DRAWINGS SHALL NOT BE SCALED6.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TOPERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENTIS NOT SPECIFIED AND WHERE SUCH INSTALLATION / CONNECTION IS REQUIREDFOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR SHALL BE HELPRESPONSIBLE FOR SUCH INSTALLATION / CONNECTION.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION BRACING ANDSHORING DURING CONSTRUCTION.8.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TOPREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECTMATERIALS MAY BE CAUSE FOR REJECTION OF WORK.9.THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING, PATCHING AND FITTING ASREQUIRED TO PERFORM THE WORK. ALL PATCHING, CUTTING AND FITTING SHALLBE DONE WITH APPROPRIATE MATERIALS AND TOOLS TO INSURE HIGHEST QUALITYOF WORK.10.DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE.11.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAMESPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE 2009IBC, SECTION 719.3.12.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH ANDPAINTED, COLOR AS SPECIFIED BY TENANT. THE CONTRACTOR SHALL PATCH ANDREPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHEREVERREQUIRED.13.DEMISING WALL ARE FROM FINISH FLOOR SLAB TO UNDERSIDE OF ROOF DECKABOVE.14.ALL DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE EDGE OF WINDOWFLOOR PLAN (U.O.N.)15.ALL WORK SHALL BE INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. THECONTRACTOR SHALL CORRECT LEVEL FLOORING VARIATIONS.16.DIMENSIONS NOTED 'CLR' ARE MINIMUM REQUIRED DIMENSIONS AND CLEARANCEMUST BE ACCURATELY MAINTAINED.17.THERE SHALL BE A MINIMUM OF 18" CLEAR TO THE NEAREST RETURNINGPARTITION, PERMANENT FIXTURE OR MULLION AT THE LATCH SIDE, PULL SIDE OFALL DOORS.18.ALL LATCH SETS AND LOCKSETS ON ALL DOORS SHALL COMPLY WITH ALLACCESSIBLY CODES.19.BRACING FOR DOOR FRAME IS NOT REQUIRED AT DOOR JAMES LOCATED 6" OR LESSFROM 90 DEGREE PARTITION INTERSECTION.CODE ANALYSISPROJECT TEAMPROJECT NOTESSHEET INDEXGENERAL:G1.1COVER SHEETG1.2ADA DETAILSG1.3ADA DETAILSCIVIL:C-01SITE PLANC-02SITE GRADING PLANC-03CIVIL DETAILSARCHITECTURAL:AS1.1SITE PLANAS1.2SITE DETAILSA1.1FLOOR PLANA1.2FLOOR FRAMING PLANA1.3EQUIPMENT PLANA2.1 ROOF PLANA2.2REFLECTED CEILING PLANA3.1BUILDING ELEVATIONSA4.1RESTROOM PLANS & ELEV.A4.2INTERIOR ELEVATIONSA5.1BUILDING SECTIONS & DETSA8.1DOOR/WINDOW SCHEDULESA9.1FINISH PLAN & SCHEDULESTRUCTURAL:S0.0COVERSHEETS1.0FOUNDATION PLANS1.1MAIN LEVEL SHEER PLANS2.0ROOF FRAMING PLANSD1.0STRUCTURAL DETAILSMECHANICAL:M1.1MECHANICAL FLOOR PLANM1.2MECHANICAL NOTES & DETSM1.3COMCHECKM1.4COMCHECKPLUMBING:P1.1WASTE & VENT PIPINGP2.1WATER & GAS PIPINGP3.1PLUMBING NOTESP4.1PLUMBING DETAILSELECTRICAL:E0.0ELEC. SYMBOLS & DET.E2.0LIGHTING PLANSE2.1POWER & SYSTEMSE3.0ROOF PLAN, RISER SCHED., &DET.STRUCTURALINTEFRAME1102 N. FRANKLIN BLVD.NAMPA, ID 83687PH.208.475.0022CONTACT: EDDIE PELALLOepelallo@inteframe.comVICINITY MAPAPPLICABLE BUILDING CODESSYMBOL LEGENDRIGID INSULATIONGYPSUM BOARDSANDCONCRETEMASONRY UNITMETAL(STRUCTURAL STEEL)WOODPLYWOOD FINISH LUMBERBATT INSULATIONEARTHGRAVEL(SEE DETAIL 1 ON A1.1)11DETAIL REFERENCE(SEE WALL SECTION 1WALL SECTION REFERENCEREVISION NUMBERWINDOW NUMBER &INTERIOR ELEVATION (REFERENCEON SHEET A1.1)KEYNOTEDOOR NUMBERON SHEET A1.1)BUILDING SECTION REFERENCE(SEE BUILDING SECTION 1(DIVISION.KEYNOTE NUMBER)ON SHEET A1.1)ELEVATION/DATUM MARKPT1PT2DETAIL BANDFINISHES/EQUIP CALLOUT1A2.11A2.11A2.11A2.123WALL TYPE TAGEQUIPMENT TAGGLAZING TYPE1A2.1E-01CABDXX/XX.XXINTERIOR ELEVATIONPROPOSEDBUILDINGLOCATIONW12ROOM TAGRENDERING2018 INTERNATIONAL BUILDING CODE2014 NATIONAL ELECTRICAL CODE2018 INTERNATIONAL MECHANICAL CODE2018 INTERNATIONAL ENERGY CONSERVATION CODE2018 INTERNATIONAL FIRE CODEELECTRICALPAYNE ENGINEERING1823 E CENTER STPOCATELLO, ID, 83201PH: (208) 232-4439CONTACT: SHAWN MEADORsm.payneeng@gmail.comCIVILFRIEBURG ENGINEERING946 OXBOW LANEIDAHO FALLS, ID 83404PH: 208.529.8174CONTACT: JEFF FRIEBURGjeff@jfreibergengineering.comMECHANICALDAVE R. WILDE CO.428 E. WINCHESTER STE #240SALT LAKE CITY, UT 84107PH: (801) 433-1125CONTACT: DESERAE WILDEdeserae@drwco.comDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022DETAIL 12" MIN60" DIAMETER SPACET-SHAPED SPACEFOR 180° TURNS12" MINCLEAR FLOOR SPACEFORWARD APPROACHPARALLEL APPROACHCLEAR FLOOR SPACE IN ALCOVESUNOBSTRUCTED FORWARD REACHOBSTRUCTED HIGH FORWARD REACHOBSTRUCTED HIGH SIDE REACH10" MAXMINIMUM CLEARANCES FOR SEATING AND TABLESFOOD SERVICE LINESTABLEWARE AREASSPECIALTY CLEARANCES9" MIN ADJUSTABLE RANGESHELVES CLOSETSRADIUSRADIUSVERTICALRISERBEVELEDNOSINGCURVEDNOSING11" MIN1/2" MAX112" MAX112" MAX304. WHEELCHAIR TURNING SPACE305. CLEAR FLOOR OR GROUND SPACE306. KNEE CLEARANCE308. REACH RANGES404. DOORS AND DOORWAYS404. DOORS AND DOORWAYS504.5 STAIR NOSINGSMAX SLOPE 1:48MAX SLOPE 1:48PROVIDE CLEAR FLOORSPACESUNOBSTRUCTED HIGH SIDE REACH10" MAXSNOTE: ALL DOORS IN ALCOVES SHALLCOMPLY WITHTHE CLEARANCES FOR FRONT APPROACHES.LATCH SIDE APPROACH -SLIDING DOORSAND FOLDING DOORSNOTE: Y = 48" MINIMUM IF DOOR HAS CLOSER.PUSH SIDENOTE: Y = 48" MINIMUM IF DOOR HASBOTH A LATCH AND CLOSER.FRONT APPROACH - SLIDING DOORSAND FOLDING DOORSSLIDE SIDE APPROACH -SLIDING DOORSAND FOLDING DOORSLATCH SIDE APPROACHES - SWINGING DOORSNOTE: Y = 54" MINIMUM IF DOOR HAS CLOSER.PULL SIDENOTE: X = 36" MINIMUM IF Y = 60"; X =42" MINIMUM IF Y = 54".PULL SIDEX24" MINHINGE SIDE APPROACHES - SWINGING DOORSX24" MINFRONT APPROACHES - SWINGING DOORS24" MINPUSH SIDEMAXIMUM DOORWAY DEPTHHINGED DOORNOTE: X = 12" IF DOOR HASBOTH A CLOSER AND A LATCH.CLEAR DOORWAY WIDTH AND DEPTHPULL SIDEFOLDING DOORSLIDING DOORDETAILPUSH SIDEFIG 27TWO HINGED DOORS IN SERIESLOCKS, LATCHES, PULLS,EXIT DEVICE4" MIN7" MAXDOOR HARDWAREMOUNTING HEIGHT60" MIN36" MIN60" MIN36" MINTOE CLR. 25"KNEE CLR. 8"15" MAX60" MIN.30"24" MAX36" MIN.48"48"30"30"48"48"30"30"25" MAX30"30"48"36"25"MAX25"MAX36"30"48" MAX15" MIN20" MAX48" MAX 44" MAX 20"-25"48"30" 48" MAX15"30"24"46"34" MAX 48"36" MIN34" MAX 48" MAX21" MAX48" MAX 48" MAX 21" MAX32" MIN36" MIN12" MIN.32" MIN32" MIN32" MIN>24" MAX 60"18"48"XY Y 42" MIN 54" MIN42" MIN 42" MIN 54" MIN48" MIN Y 42" MIN Y 48" MIN 48" MIN48" MIN48" MAX 34" MIN 60° " 60° "G1.2ADA DETAILSACCESSIBILITY DETAILSSCALE: N.T.S.1DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022 39"-41"18" MIN.39"-41"PROPORTIONS INTERNATIONALSYMBOL OF ACCESSIBILITYINTERNATIONAL TTY SYMBOLINTERNATIONAL SYMBOL OFACCESS FOR HEARING LOSSINTERNATIONAL SYMBOLSNOTE: EQUIPMENT PERMITTEDIN SHADED AREASPOUT HEIGHTAND KNEE CLEARANCECLEAR FLOOR SPACENOT TOEXCEEDFOUNTAINDEPTHFREE-STANDINGFOUNTAIN OR COOLERBUILT-INFOUNTAIN OR COOLERFIG 9DRINKING FOUNTAINS AND WATER COOLERS15" MIN9" MIN8" MIN6" MAXMAX HEIGHT IS 42"EXCEPT ATACCESSIBLEFOUNTAINLIGHTSWITCHAND/ORFIRE PULLELECT.OUTLETFIRE EXTINGUISHER CABINETINSULATE DRAIN &SUPPLY LINESTOECLEARANCEKNEECLEARANCELAVATORY CLEARANCES9" MIN X = 34" MAX, EXCEPT AT MEDICINECABINET WHERE X = 32" MAX6" MAX8" MINCLEAR FLOORSPACECLEAR FLOOR SPACE AT LAVATORIES19" MAXCLFOR CHILDREN'S URINALS, X = 16" MAX AND Y = 44". FORHC URINALS, X = 17" MAX AND Y = 44". ALL OTHERURINALS, X = 24" AND Y = 48" MAX.HC URINALS ARE DISCRETIONARY IF SUFFICIENT WATERCLOSETS ARE PROVIDED TO SATISFY CODE REQUIREMENTS.CLEARFLOORSPACEREQUIRED CLEAR FLOOR SPACE AT WATER CLOSETS16"-18"BACK WALLSIDE WALLGRAB BARS AT WATER CLOSETS24" MINALTERNATE DOOR LOCATIONCLEARFLOORSPACE42" MIN LATCH APPROACHONLY, OTHER APPROACHES48" MINSTANDARD WHEELCHAIR STALLDOOR SWING OUTSTANDARD WHEELCHAIR STALLDOOR SWING IN (END OF ROW)4" MAX 4" MAX6" MAX 12" MAXW/ WALL MOUNTED W.C.W/ FLR. MOUNTED W.C.W/ WALLMOUNTED W.C.W/ FLR.MOUNTED W.C.ALTERNATE AMBULATORY STALLSSIDE WALLSREAR WALL OF STANDARD STALL12" MAX12" MAX12" MAX17"-19"BACKSEAT WALL CONTROL WALL SIDE SIDELAV36" X 36"30" X 60"SHOWER COMPARTMENT27" MAXSHOWER SEAT DESIGN212" MAX11 2" MAXSEAT WALLBACKCONTROL WALL 33"36" X 36" STALLCONTROLAREANOTE: SHOWER HEAD AND CONTROL AREA MAY BE ON BACK(LONG) WALL (AS SHOWN) OR ON EITHER SIDE WALL.SIDEBACK (LONG)SIDE30" X 60" STALLGRAB BARS AT SHOWER STALLSCONTROLAREAACCESSORY AND EQUIPMENTBABY CHANGINGSTATION602. DRINKING FOUNTAINS604. TOILETS AND TOILET COMPARTMENTS604.7 ACCESSORIES AND EQUIPMENT605. URINALS606. LAVATORIES AND SINKS608. SHOWER COMPARTMENTS703. SIGNS-TACTILE AND VISUALCLCLXX-PROVIDE 36" LENGTHFOR SIDE TRANSFERTOILETSURINAL SCREENS OPTIONALTRANSFER-TYPESTANDARD ROLL-INL-SHAPENOTE: EITHERTYPE AREACCEPTABLE212" MAXRECTANGLETRANSFER TYPESTANDARD ROLL-INVOLUME CONTROLLED TELEPHONEBASELINE OFCHARACTERSSINGLE DOORDOUBLE DOOR5"MAX.27" MIN36" MAX36" MIN 48" MIN24" MAX5"MAX15"MIN.3-1/2"MAX24"48" MIN 24"30" MIN48" MIN24"24"30" MIN42" MIN56" MIN WALL HUNG 60" MIN36" MIN33"-36"54" MIN12"42" MIN33"-36" 17"-19"32" MIN32" MIN 16"-18"54" MIN56"59"42" MIN36" MIN 60" MIN 36" MIN16"-18" 60" MIN56"59"36" MIN33"-36"42" MIN36" MIN.54" MIN60" MIN42" MIN32" MIN 33"-36"42" MIN35"20"27"60"MAX48"15"30"CLEAR MIN.YX DEPTH17" MIN80"38"27" MIN29" MINX 17" MIN48" MIN30" MIN 36"36"36" MIN48" MIN6"6"36" MIN 24"6" 30" MIN60" MIN16" MAX11 2" MAX 3"23" MAXFULL DEPTH OF STALL 15" MAX 3"16" MAX19"18"33"-36"18"33"-36" 38" MIN 48" MAX 60"27" MAX33"-36" 33"-36" 38" MIN 48" MAX 9"40"MIN-48"MAX 9"40"MIN-48"MAX 39" - 41" 18" MIN.39" - 41"17"-19"17"-19"CL12" MIN18" MIN.15" MAXCL4" MAX3"-6"SANITARY NAPKINDISPOSAL UNITTOILET TISSUEDISPENSERSANITARY NAPKINDISPENSERPAPER TOWELDISPENSERELEC. HANDDRYERHEIGHT OF HIGHESTOPERABLE PARTVARIOUS SHOWERHEADSSHOWERCONTROLSGRAB BAR69" B.O. SHOWER HEAD48" MAX.48"48" MAX15" MIN7"-9"1-1/2"36" MAXG1.3ADA DETAILSACCESSIBILITY DETAILSSCALE: N.T.S.1DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022 12''SD<12''SD<12''SD<12''SD<12''SD<12''SD<12''SD< 12'' S D < 12'' S D < 12'' S D < 12'' S D < 12'' S D <EPEPEPEPEPEPEP12''SD>12''SD< 12''SD< 12''SD< 12''SD> 12''SD < 12''SD < 12''SD <EPEPEPEPEPEPWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS89°48'50"W 360.52' S89°48'50"W 360.59'S00°13'42"E 100.00'01 EXIST. SANITARY SEWER 02 EXIST. SANITARY SEWER MANHOLE 03 EXIST. WATER LINE 04 EXIST. FIRE HYDRANT 05 EXIST. WATER VALVE 06 EXIST. WATER METER & SERVICE LINE, ABANDON IN PLACE 07 NEW BUILDING; RE: ARCH PLANS 08 NEW 4" SANITARY SEWER SERVICE; RE: MECH PLANS FOR CONNECTION 09 NEW 4" TRAFFIC RATED SEWER CLEANOUT 10 NEW INLET BOX; RE: B5/SHEET C-03 11 NEW FLAT CURB & GUTTER; RE: A1/SHEET C-03 12 NEW COMBINATION CURB & SIDEWALK; RE: A4/SHEET C-03 13 NEW ADA RAMP; RE: B3/SHEET C-03 14 4" YELLOW PAVEMENT MARKING 15 ASPHALT PAVEMENT; RE: A5/SHEET C-03 16 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH PLANS 17 ADA PARKING PAVEMENT MARKINGS 18 12" PVC STORM DRAIN 19 EXIST. SIDEWALK, RETAIN & PROTECT 20 RADIO READ 2-INCH WATER METER; RE: CITY OF REXBURG STANDARD DRAWING 402 21 NEW LIGHT; RE: ELECT SITE PLAN 22 NEW TRANSFORMER; RE: ELECT SITE PLAN 23 1" POLY IRRIGATION WATER SERVICE w/ APPROVED BACK-FLOW PREVENTOR 24 NEW STORMTECH MC-3500 CHAMBERS, 5 REQ'D (1 ROW OF 3, 1 ROW OF 2) 25 NEW STORM DRAIN MANHOLE; RE: ISPWC SD-501 26 2" POLY DOMESTIC WATER LINE 27 SADDLE TAP EXIST. SEWER LINE 28 6-INCH CLASS 51 D.I. FIRE WATER LINE 29 8" x 6" HOT TAP WITH 6" GATE VALVE 30 2" GATE VALVE 31 6" CONCRETE ISLAND; RE: PLAN FOR WIDTH; RE:C1/SHEET C-03 32 NEW STORM DRAIN MANHOLE w/ SLOTTED LID; RE: ISPWC SD-501 33 LANDSCAPING CHOSEN BY OWNER 34 DRIVE-THRU ORDER STATION 35 SNOW STORAGE CONSTRUCTION KEYNOTES 0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 10' 201010 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below.N. 2nd. E. ST.REQUIRED STORM WATER TO RETAIN ON SITE WAS CALCULATED USING THE FOLLOWING VALUES: C (weighted)= 0.83 INTENSITY (i)= 0.9 in/hr AREA (A)= 0.42 acres Q = CiA = 031 cfs T (Storm Duration)= 1 hr = 3600 seconds V = CiAT = 1,116 cu. ft. SITE STORM WATER RETENTION REQ'D - 1,116 cu. ft. POND STORAGE PROV'D -1,346 cu. ft. STORMWATER NOTE SURVEY NOTE 07 #SITEPLANJAVA EXPRESSREXBURG, IDAHOSHEET NO.DESIGNED BY:APPROVED BY:PROJECT #:DATE:FILE NAME:J. FREIBERGJ. FREIBERG-7629 T OHADIFOETA TS ER D EREGIS GREBEIFRFF J E E REENI G NEONALSI ES ROFP7629 T OHADIFOETA TS ER D EREGIS GREBEIFRFF J E E REENI G NEONALSI ES ROFP8/17/21 C-01 20'23'35.8'14.5'36'22.5'4'11'19'19'19'18.5'18.5' 22.5'11' 14.0'19'11.5'25.5' 1.5' 1.5'5'3.5'3.5'9' TYP11'11'10'10'10'2'10' 2' 11'11'12'4' 20' TYP 15.2'11.5'5.0'03 01 02 06 11 11 11 11 11 13 14TYP 16 14 TYP 11 11 11 15 15 15 15 17 19 12 15 14 14 14 14 04FUTURE DENNY'S RESTAURANT 19'18'18'25 10 10 18 18 32 14 31 43.3'34.7'10 18 18 33 33 33 34 EASEMENT LINECB-1 GRATE - 4865.58 INV. - 4862.58 CB-2 GRATE - 4865.35 INV. IN - 4861.75 SDMH-1 RIM - 4865.82 INV. - 4861.85 CB-3 GRATE - 4864.90 INV. - 4861.90 SDMH-2 RIM - 4864.80 INV. IN - 4861.80 24" INV. OUT (CHAMBERS ROW) - 4857.80 24" IN.V OUT (ISOLATOR ROW) - 4857.30 SUMP ELEV. - 4856.30 24 TOP OF CHAMBERS - 4862.96 ISOLATOR ROW SUBGRADE - 4857.96 CHAMBERS ROW SUBGRADE - 4858.46 45 LF @ 1.98% 44 LF @ 0.25% 17 LF @ 0.29% 25 LF @ 0.25% THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER’S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. BASIS OF BEARING HORIZONTAl - NORTH 2nd EAST CHURCH SUBDIVISION PROJECT BENCHMARK POINT NO. 1 SET MAG NAIL ELEV.=4868.16 NGVD 1929 RM 3 ELEV=4651.1 SITE INFORMATION LOT INFORMATION EAST TOWN ACRES DIV. NO. 1 LOT 7, BLOCK 1 PARKING INFORMATION BUSINESS IN CBD ZONE 3 SPACES / 1000 SQ. FT. BUILDING SIZE - 730 PARKING REQUIRED - 3 SPACES REGULAR PARKING PROVIDED - 6 ADA PARKING PROVIDED - 1 TOTAL PARKING PROVIDED - 7 SNOW STORAGE SURFACE AREA - 18,300 SQ. FT. STORAGE AREA REQUIRED - 1,830 FT. (10%) STORAGE AREA PROVIDED - 2,100 SQ. FT. LANDSCAPE LOT AREA - 18,201 SQ. FT. LANDSCAPE REQUIRED - 1,820 SQ. FT. (10%) LANDSCAPE PROVIDED - 2,372 SQ. FT. SETBACKS (CBC ZONE) FRONT - 10 FEET SIDE - 0 FEET REAR - 0 FEET 33 35 3535 4866 48674866.54867.512''SD< 12'' S D <EPEPEPEPEPEPEPF.F - 4866.6012''SD>12''SD< 12''SD< 12''SD< 12''SD> 12''SD < 12''SD < 12''SD < 2.2% 2.2% 3 . 0%1.8%1. 9 % 3 . 5%2.0%2. 1 %2.5%1.5%1.8%1.8%2.9%3.0%1.7%2.9%1.4%1.9%2.0% 1.6 %4.2%1.7% 2. 1% 2.5% 2. 1 % 1.2%1.0% 3.1% 1.94% 0 . 4 5% 2.1% 2.2% 3.6% ???(MATCH) 4867.41(MATCH) ???(MATCH)???(MATCH) ???(MATCH) 4866.36(MATCH)4866.13(MATCH)4866.07(MATCH)4866.01(MATCH)4866.00(MATCH)4865.88(MATCH)???(MATCH) ???(MATCH) ???(MATCH)???(MATCH) 4866.00(TBC/LP)4866.16(TBC/HP)4866.00(TBC/LP) 4866.16(TBC)4867.00(TBC) 4865.35(GRATE) 4864.90(GRATE) 4865.83(TBC)4866.16(TBC/HP) 4865.40(TBC) 4865.68(TBC) 4866.06(TBC) 4866.15(TBC) 4866.53(TBC) 4866.37(TBC) 4866.51(TBC) 4865.94(MATCH) 4866.10(TBC/FW) 4866.20(TBC) 4866.20(FW) 4866.20(TBC) 4866.20(TBC/FW) 4866.60(TBC) 4865.58(GRATE) 4866.08(TBC) 4866.53(TBC) 4867.66(TBC) 4865.80(TBC) 4866.00(TBC) 4865.83(TBC) 4865.65(ASP) 4865.49(ASP) 4865.70(ASP) 4865.16(ASP) 4865.43(ASP) ???(MATCH) 4865.70(ASP)4865.70(ASP) 4865.65(ASP) 4865.49(ASP) 4865.48(ASP) 4865.09(ASP) 4864.80(GRATE) 4865.58(TBC/LP) 4865.68(TBC) 4866.06(TBC) 4866.06(TBC) 4865.86(TBC) 4865.79(TBC) 4865.83(TBC) 4865.82(GRATE) 4866.16(TBC) 4866.39(TBC) 4866.46(TBC) 4866.60(CON) 4866.60(CON) 4866.50(CON) 4866.40(CON) 4866.37(CON)4866.45(CON) 4866.56(CON) 4866.60(CON) 4866.60(CON)4866.60(CON) 4866.56(CON) 4865.70(CON/ASP) 4865.70(CON/ASP) 4866.40(FW)4866.50(FW) 4868.31(TBC) 4866.25(TBC) 4866.25(TBC) 4866.20(FW) 4865.75(CON) 4865.75(CON) 0.50%6.00%6.00%1.29%2.00%1.14%0.40%1.71%0.50%2.00%1.47%1.39%2.00% 0.70 % 1 . 0 0% 0 . 6 0% 2.00 % 1.00% 0.50%0.50%0.40%2.39%3.17%486748684866.54867.548 6 6 48674866 .54867.5486548654865.54866.5486 6 . 5 4866 486 6 4865.54865.54865.54865.54865.5EPEPEPEPEPEPEPWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS89°48'50"W 360.52' S89°48'50"W 360.59'S00°13'42"E 100.00'0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 10' 201010 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below.N. 2nd. E. ST.SITE GRADING PLANJAVA EXPRESSREXBURG, IDAHOSHEET NO.DESIGNED BY:APPROVED BY:PROJECT #:DATE:FILE NAME:J. FREIBERGJ. FREIBERG-7629 T OHADIFOETA TS ER D EREGIS GREBEIFRFF J E E REENI G NEONALSI ES ROFP7629 T OHADIFOETA TS ER D EREGIS GREBEIFRFF J E E REENI G NEONALSI ES ROFP8/17/21 C-02 TBC TOP BACK OF CURB CON TOP OF CONCRETE ASP TOP OF ASPHALT GRT TOP OF GRATE MATCH MATCH EXIST. FF FINISHED FLOOR FW FRONT OF SIDEWALK BW BACK OF SIDEWALK EOP EDGE OF PAVEMENT FL FLOW LINE SHEET ACRONYMS TYPICAL CURB SECTIONS NOT TO SCALEA1 NOTES: 1. GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER. 2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII. 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET. 4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC SPECIFICATIONS AND THE CITY. 5. BACKFILL AS PER ISPWC SPECIFICATIONS. 6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY. 8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAY STRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5% FLAT CURB & GUTTER SECTION DETECTABLE WARNING PAVERS #8 30-50 3-9#200 PROCTOR DENSITY PREPARE SUBGRADE PER GEO-TECHNICAL REPORT COMPACTED TO 95% STANDARD 6" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE 3" CLASS II PLANT MIX PAVEMENT PG 58-28, 3 4" MIX DESIGN % PASSING 3/4" MINUS GRADATION AGGREGATE LEVELING COURSE 100 90-100 40-65 1" 3/4" #4 SIEVE 6" MIN.3'-0"5'-0" MAX.. WITHOUT SHORING6" MIN.SIDEWALK DETAIL NOT TO SCALEA3 CURB AND GUTTER SECTION; RE: A1 (WHERE USED, SEE PLAN) 4" CRUSHED GRAVEL 4" THICK CONCRETE SIDEWALK NOT TO SCALE PARKING SURFACE B3 ADA RAMP DETAIL TRUNCATED DOME PANEL COMBINATION CURB AND SIDEWALK NOT TO SCALEA4 COMPACTED SUB-GRADE 2 - #4 REBAR EVENLY SPACED PROJECT PAVEMENT SECTION NOT TO SCALEA5 NOT TO SCALEB1 12"MIN EACH SIDEPIPE SIZEVARIESPERVARIES PERTRENCHDEPTHUNDISTURBED SOIL (TYP.) FINISHED EDGES ARE TO BE SAW CUT AND PRIMED JUST PRIOR TO ASPHALT PLACEMENT MATCH EXISTING ASPHALT THICKNESS (UP TO 4" WITH 2.5" MIN.) 4" OF 3/4" CRUSHED 36" FLOW-ABLE FILL TRENCH BACK SLOPE PER O.S.H.A (IF APPROVED BY CITY ENGINEER) OR SUITABLE SHORING FLOW-ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER LOWER COMPACTION ZONE FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER SECTION 304) INLET BOX NOT TO SCALEB5 HEAD SECTION (TYP) 2'-0" x 1'-6" POURED IN PLACE OR 30" DIAMETER PRECAST INLET BOX GRATE, RE: PLAN FOR GRATE ELEV. CONCRETE SIDEWALK NOT TO SCALEB2 6" CRUSHED GRAVEL 4" THICK CONCRETE SIDEWALK TRUNCATED DOMES 1 2 1 0.5' 5'-0" 5'- 0 " 6'- 0 " 24" (SLOPES FOR RAMPS SHOWN ARE TYPICAL FOR ALL RAMPS, SEE PLAN FOR ACTUAL SHAPE OF RAMP) 12" MIN. OR LOCAL CUT BACK REQUIREMENTS TYP BOTH SIDES PIPE BEDDING TYPE III VERTICAL TRENCH WALLS SHORING PER O.S.H.A. TRENCH BACKFILL PER SECTION 306 EXIST. BASE EXIST. SURFACE SURFACE REPAIR WIDTH (1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES: 1. TRENCH EXCAVATION PER SECTION 301 2. BACKFILL AND COMPACTION CLASS A-1 CIVIL DETAILSJAVA EXPRESSREXBURG, IDAHOSHEET NO.DESIGNED BY:APPROVED BY:PROJECT #:DATE:FILE NAME:J. FREIBERGJ. FREIBERG-7629 T OHADIFOETA TS ER D EREGIS GREBEIFRFF J E E REENI G NEONALSI ES ROFP7629 T OHADIFOETA TS ER D EREGIS GREBEIFRFF J E E REENI G NEONALSI ES ROFP8/17/21 C-03 APPROACH RAMP 12:1 STANDARD BACK FILL TRENCH & RESURFACING INV. - RE: PLAN N00°11'10"W 100.00'OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPEPEPEPEPEPEPEP 12''SD>12''SD<12''SD<12''SD<12''SD>12' 'SD<12''SD<S89°48'50"W 360.52'S89°48'50"W 360.59'S00°13'42"E 100.00' EP EP EP EP EPEP W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS N. 2ND E. STREET A.VERIFY ALL EXISTING GRADING.B.UNLESS NOTED OTHERWISE, ALL WALKINGSURFACES ARE TO BE BE GRADED AT NO MORETHAN 5% IN THE DIRECTION OF TRAVEL AND NOMORE THAN 2% PERPENDICULAR TO THEDIRECTION OF TRAVEL, SEE CIVIL FOR ACTUALGRADING.C.UNLESS NOTED OTHERWISE, FINISHED FLOORELEVATION IS TO BE AT MINIMUM 18" ABOVE THEHIGHEST ADJACENT CROWN OF THE ADJACENTSTREET, SEE CIVIL FOR ACTUAL FINISHED FLOOR.D.UNLESS NOTED OTHERWISE, PROVIDE DRAINAGESWALES WITH BANKS THAT DO NOT EXCEED 33%.E.PROVIDE LANDSCAPING AND IRRIGATION THATMEETS OR EXCEED ALL APPLICABLE STANDARDS.F.REFER TO GEO-TECHNICAL REPORT AND FOLLOWALL RECOMMENDATIONS, REPORT ANY VARIATIONSTO ARCHITECT PRIOR TO COMMENCINGCONSTRUCTION.TYPICAL HANDICAP SPACE W/ SYMBOL, RAMPAND SIGN. SEE 8/AS1.2PROPOSED TRASH ENCLOSURE. SEE DETAIL1/AS1.2PROPOSED SIDEWALK OVER COMPACTED SAND& GRAVEL BASE WITH CONTROL JOINTS @ 6'-0"O.C. AND EXPANSION JOINTS @ 20'-0" MAX, WITHLIGHT BROOM FINISH, SLOPE FOR POSITIVEDRAINAGE AWAY FROM BUILDING. SEE DETAIL5/AS1.2HANDICAP ACCESS LANE WITH 4" WIDEDAGONAL PAINTED STRIPING @ 24" O.C.TYPICAL STANDARD SPACE. (10'-0" X 18'-0")LANDSCAPING. SEE LANDSCAPING PLANTYPICAL PARKING STRIPING WITH (2) COATS 4"WIDE REFLECTIVE TRAFFIC WHITE PAINT.ASPHALT PAVING (SEE CIVIL)PROPERTY LINE ( SEE/VERIFY W/ CIVIL)ADA ACCESS RAMP. SEE B3/C-03.STORM TECH CHAMBERS. SEE CIVIL.LINE OF ROOF OVERHANG ABOVEDRIVE THROUGH ORDER STATIONPREORDER SIGNAGESNOW STORAGE4" WIDE DIRECTIONAL STRIPINGDRIVE THROUGH WINDOW - SEE PLANS A1.1.ADA SIGNAGE. SEE A/AS1.24'-0" WIDE CONCRETE ISLANDEXISTING SIDEWALK12SITE NOTESKEYNOTES3456789DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022SCALE:1/16" = 1'-0"SITE PLANPROJECTNORTH65782314710336869999PROPOSED BUILDING AS1.11011121314151617181920202020191516161416191611161312161217N.I.CBUILDINGN.I.CPARKING LOT PARKINGVAN ACCESSIBLERESERVED6'-0"CMU WALL CAPSTRUCTURAL 'B' DECK FULLYWELDED TO TUBE FRAME,PRIME AND PAINT.COLOR: SLATE GRAYCMU WALL CAPSPLIT FACE CMUPAINT TO MATCH BUILDINGBUILDING ACCENTCOLOR - SLATE GREY1'-2"1'-6" 1"4" 5'-0"1'-0" 3'-0"8"∅ X 18"D CONC.FTG., INBED POSTINTO CONC.STEEL SLEEVETAIL-SPAR BOLTEDCONNECTION, (TYP)2" SQUARE STEELTUBE PRIMED &PAINTED (WHITE)VAN ACCESSIBLE SIGNAT REQUIRED STALLFIBERGLASS PLATESIGN W/PAINTED ON LETTERS& CONCEALEDFASTENERS.1/2"1/2"1/8"NOTE:PROVIDE JOINTS ASSHOWN ON THE PLAN WITHEXPANSION JOINTS AT NOTMORE THAN 20'-0" O.C.AND CONTROL JOINTSWHERE EXPANSION JOINTSARE NOT REQUIRED.GRANULAR FILL1/4" TOOLED RADIUSGRANULAR FILLSEALANTCONC. WALK,BROOM FINISHTRAFFIC RESISTANT CAULKOVER TOP OF 1/2" X 4"EXPANSION JOINT FILLER -HELD DOWN 1/2"SAWCUT ORTOOLED JOINTW/ 1/4" RADIUSEDGECONC. WALK,BROOM FINISHEXPANSION JOINTCONTROL JOINT16"∅ CONCRETEFOUNDATION6" 2'-0"8"8"8"2'-0" 3'-0"NOTE: VERIFY LOCATION OF UNDERGROUNDUTILITIES BEFORE DRILLING FOR CONCRETEFOUNDATIONSFINISH PAVING(SEE CIVIL)3'-6"CEMENT WASH SLOPED1" ABOVE PAVING6"∅ STANDARD STEELPIPE-CONCRETE FILLEDPAINT TWO COATSEXTERIOR ENAMELROUND CONCRETE CAP1'-4"CMU WALL CAPSLOPESTEEL GATESCIVIL DWGS. FOR GRADESSLOPE CONC. PADAWAY AT 1/4"/FT. SEEWALL 8" CMUOVER 4" GRAVEL6" CONC. SLAB6'-0"(2) #5 REBARASPHALT PAVEMENT(1) #5 X CONT.NOTE: VERIFY LOCATION OFUNDERGROUND UTILITIESBEFORE DRILLING FORCONCRETE FOUNDATIONS.2'-0"8"8"8"1'-0"2'-0"(2) #5 BARSCONT.6" CONC. SLABOVER 4" COMP.GRAVEL BASE13x13-D5xD5W.W.F.(1) #5 REBAR (VERT.)@ 32" O.C. - GROUTSOLID(1) #5 REBAR -GROUT SOLID(2) CANE BOLTS5'-0" OR AS REQUIRED BY CITY 2'-1"1'-0"8"5'-0" or asREQUIRED BY CITY4"1'-0"8"1'-6"24'-7"23°5°R2'-0"R 1 ' - 8 "3"6" RADIUSPAINTCONFORMDIMENSIONS,CONFIGURATION, ANDCOLORS WITH LOCALGOVERNMENTALAGENCY AND ADAGUIDELINES4" WIDE PAINTEDBARCENTER OFPAKING SPACESMOOTH FACE CMUPAINT TO MATCH BUILDINGBUILDING FIELDCOLOR - VINTAGE GREYSCALE:1" = 1'-0"SIDEWALK DETAILSCALE:1/2" = 1'-0"ADA PARKING DETAILSCALE:1" = 1'-0"ADA PARKING SIGNSCALE:1/2" = 1'-0"FRONT ELEVATIONTRASH ENCLOSURESCALE:3/8" = 1'-0"TRASH ENCLOSURE ELEVATIONSCALE:1/4" = 1'-0"TRASH ENCLOSURE PLANSCALE:1/2" = 1'-0"TRASH ENCLOSURE SECTIONSCALE:1-1/2" = 1'-0"GATE SUPPORTSOF BOLLARDPLANELEVATIONCLTYP.PIPE SLEEVE HINGE2 1/2" SQ.X3/16" THK. STL.TUBE, PAINT2 1/2"X2 1/2"X3/16" STL.ANGLE DIAG. BRACEBEYOND22GA. CORR. GALV. SHT.MET. SIDING, PAINT 2 1/2" SQ.X3/16" THK. STL.TUBE, PAINTPIPE SLEEVE HINGE, PAINT8" CMU, PAINT2"3"1-3/8" 6'-0"AS1.238921354AS1.2SITE DETAILS2AS1.2AS1.24AS1.25SCALE:3/4" = 1'-0"BOLALRD DETAIL76" DIAMETER STEELPIPE FILLED W/CONCRETE EMBEDEDINTO CONCRETEFOOTING. PAINT10DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/202217'-10"12'3"MIN. FROST DEPTH 2'-0" 2'-6"MIN. FROST DEPTH2'-0"6'-0"6"1'-6"SCALE:1/2" = 1'-0"BOLLARD SONOTUBE DETAILGATE SUPPORTSSEE 5/AS1.2CONCRETE SONOTUBEGRADECMU TRASH ENCLOSURESEE 1 & 3/AS1.2GATE SEE 4/AS1.26 AA1.1FLOOR PLANFLOOR PLAN1SCALE: 1/4" = 1'-0"PROJECTNORTHKEYNOTESA.ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.),UNLESS NOTED OTHERWISE.B.ALL DOOR FRAMES AND DOOR/WINDOWASSEMBLIES ARE TO BE LOCATED 0'-4" FROM FACEOF ADJACENT WALL, UNLESS NOTED OTHERWISE.C.CONTRACTOR TO ASSESS AND REVIEW ALLCONDITIONS AND REPORT ANY DISCREPANCIES TOTHE ARCHITECT PRIOR TO COMMENCING WORK.D.CONTRACTOR TO PROVIDE ALL NECESSARYPREPARATIONS AND REMEDIATION TO RECEIVENEW WORK AND FINISHES.E.ALL SIGNAGE IS TO BE COORDINATED WITH OWNERSHEET NOTES3/A3.1 1/A3.1 2/A3.14/A3.1FURNISHINGS & EQUIPMENT, SEE EQUIPMENT PLAN A1.3PLUMBING FIXTURES. SEE MECHANICAL SHEETS.ELECTRICAL PANEL, SEE ELECTRICALELECTRICAL METER, SEE ELECTRICAL. FINAL POSITION PER SPECIFICSITE & ACCORDING TO MUNICIPALITY.GAS METER, SEE PLUMBING. FINAL POSITION PER SPECIFIC SITE &ACCORDING TO MUNICIPALITY.BOLLARDSTAINLESS STEEL FINS / PARTITIONSOWNER PROVIDED FURNISHINGS. N.I.C.101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGLEGENDNEW WALLNEW DOOR, SEE SCHEDULESHEET KEYNOTENEW WALLBC.1DE6543211/A4.25/A4.23/A4.27/A4.22/A4.2 6/A4.24/A4.2 8/A4.2 14/A4.2 13/A4.215/A4.210/A4.29/A4.211/A4.212/A4.2 ABC 102103101104 105106(TYP)(TYP)(TYP)1A5.101A5.102A5.102A5.10SF = 7951A/A4.22.1C123456731111253746#88FURNISHINGS. N.I.C. SHELVING,CHAIRS ETC.DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/202211228TYP.TYP.2 16" O.C.(1) LAYER GYPSUM BOARD - 5/8" TYPE "X" INSIDE.ADD WATERPROOF GYPSUM BOARD IN RR 102 - UPTO 48" A.F.F., THEN CONT. TYPE X. THE INTERIOR OFKITCHEN & BACK ROOM HAVE NO GYPSUM BOARD.SEE PLANS & NOTES FOR LOCATIONSR 19 THERMAL BATT INSULATION AT EXTERIORWOOD STUD FRAMING AS NOTED ABOVEFINISHES VARY. SEE FINISH PLAN ON A9.15 1/2"(1) LAYER 7/16" SHEATHING - SEESHEAR WALL SCHEDULE ONSTRUCTURAL SHEETSFINISHES VARY SEE ELEVATIONSWEATHER BARRIER1/2" PLYWOOD ON INTERIOR OF WALLSWHERE OCCURS. SEE PLANS.NON-LOAD BEARING - 24" O.C.LOAD BEARING - 16" O.C.(1) LAYER WATER RESISTANT GYPSUMBOARD - 5/8" EACH SIDE OF FIXTURE -UP TO 48" A.F.F. - SEAL. APPLY 6"COVE BASE. REGULAR TYPE 'X'WHERE THERE ARE NO FIXTURES.ACOUSTICAL BATT INSULATIONWOOD STUD FRAMING ASNOTED ABOVE3 1/2"FINISHES VARY. SEE FINISHPLAN ON A9.11/2" PLYWOOD ON INTERIOR OF WALLSWHERE OCCURS. SEE PLANS.ACCESSORY MOUNTING DETAILWALL CONSTRUCTIONNOTE:TYPICAL BLOCKING REQUIREDBEHIND WALL MOUNTEDACCESSORIES & EQUIPMENTLOCATIONS.ACCESSORY MOUNTED OVERGYPSUM BOARD2x6 BLOCKING 16" O.C.5 1/2" AT BASE OF WALL (1) LAYER 7/16" SHEATHING -EACH SIDEWEATHER BARRIER(1) LAYER 7/16" SHEATHINGEACH SIDEPBR METAL WALLPANELS. APPLY TRIMPER MANF. INSTRUCTIONS.WEATHER BARRIERPBR METAL WALLPANELS. APPLY TRIMPER MANF. INSTRUCTIONS.WOOD STUD FRAMING. WALL IS SLANTED @APPROX. 2 DEGREES ON OUTSIDE OF WALL.INTERIOR PATIO SIDE IS STRAIGHT.SEE ELEVATIONS ON SHEET A3.1.AA1.2FLOOR FRAMINGPLANFLOOR FRAMING PLAN5SCALE: 1/4" = 1'-0"PROJECTNORTHA.ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.), UNLESS NOTEDOTHERWISE.B.ALL DOOR FRAMES AND DOOR/WINDOW ASSEMBLIES ARE TO BELOCATED 0'-4" FROM FACE OF ADJACENT WALL, UNLESS NOTEDOTHERWISE.C.CONTRACTOR TO ASSESS AND REVIEW ALL CONDITIONS AND REPORTANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCINGWORK.D.CONTRACTOR TO PROVIDE ALL NECESSARY PREPARATIONS ANDREMEDIATION TO RECEIVE NEW WORK AND FINISHES.E.ALL SIGNAGE IS TO BE COORDINATED WITH OWNERKEY NOTES101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGW1 WALL TYPE1SCALE: 1 1/2" = 1'-0"W2 WALL TYPE2SCALE: 1 1/2" = 1'-0"W3 WALL TYPE3SCALE: 1 1/2" = 1'-0"4LEGENDNEW WALLNEW DOOR, SEE SCHEDULEW1WALL TYPE - SEE DETAILS ABOVE FORINFORMATION.NEW WALLBC.1DE654321W1W1W1W1W1W1 W1 W1 W1 W1 W2 W2W2W2W3W3W1 49'-7"11'-0"19'-0"12'-0"2'-0"9'-7"2'-3" 12'-6"2'-6 1/2"4'-8 1/2" 20'-0" 4'-0"12'-6"8'-11"2'-7"8'-5"4'-2"3'-0"4'-3"4'-1 1/2"8'-10 1/2"4'-6 1/2"5'-0"2'-0"15'-0"2'-0"33'-3"1'-10"1'-9"9'-7"SF = 795W1 W1 W1 8'-9"5'-4"4'-10" 2'-6"8'-11"18'-6"2'-9 1/2"2'-9 1/2"12'-5" 6'-7 1/2"5'-6 1/2"2'-6"2'-6"1'-11"2'-0"3'-4 1/2"3'-0"1'-0 1/2" 7 1/2" 5 1/2"1'-1"2.1C6"6'-8"2'-6"1'-4"3'-2 1/2"1'-10"8" 4" 7'-5" 4"4"4'-8"4"2'-0" 3"NEW WALLNEW WALL WITHOUT GYPSUM BOARDFINISHES. WALL WILL HAVE 1/2" PLYWOODWITH FRP COVERING.NEW WALL WITH WATERPROOF GYPSUMBOARD @ 48" A.F.F.FLOOR DRAIN - SEE PLUMBING PLANS.7'-2"4'-8"7'-2"11'-4"6"CLCLCLCL1"8"W1W1W1 DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/20221PLUMBING FIXTURES - SEE PLUMBING SHEETS FORDESCRIPTION.23FLOOR DRAINMILLWORK - SEE INTERIOR ELEVATIONS112222SHEET NOTESACCESSORY MOUNTING DETAILSCALE: 3/8" = 1'-0" "E" EQUIPMENT CATEGORY A.F.F.L. MBTU REMARKS I.D. WST WASTE C.W. H.W. F.W. REMARKS A.F.F.L. CONN. TYPE PH. VOLTS DESCRIPTION MANUFACTURER/ MODEL LOAD GAS QTY. ITEM NO.S-01----- -------- -- WALL SHELVES / DRIP COFFEE18"1-1/2"HAND SINK W/ FAUCET2S-021S-031S-042S-051S-061S-071S-081S-091S-101S-113S-121S-13S-14S-151S-15a2S-161 STAINLESS FABRICATOR----- -------- -- DRIP COFFEE COUNTER STAINLESS FABRICATOR----- -------- -- FOOD COUNTER STAINLESS FABRICATOR----- -------- -- WALL SHELVES / FOOD STAINLESS FABRICATOR-----11"W 13"D 11"H------1 1/2" DRAIN; 1/2" MPT DIS-GF-996; BY KATOM----- -------- -- SINK COUNTER STAINLESS FABRICATOR----- -------- -- ESPRESSO BAR COUNTER STAINLESS FABRICATOR----- -------- -- WALL SHELVES / ESPRESSO STAINLESS FABRICATOR----- -------- -- BLENDER COUNTER STAINLESS FABRICATOR----- -------- -- WALL SHELVES / BLENDER STAINLESS FABRICATOR----- -------- -- WALL SHELVES / DRINK STAINLESS FABRICATOR----- -------- -- DRINK COUNTER STAINLESS FABRICATOR----- -------- ------- -------- -------88"W 25.5"D 44.75"H------ 3 BAY SINK REGENCY 600S3162018G / A-1---------- ------ -------- -- WALL SHELVES - 3 COMP. STAINLESS FABRICATORRACK FOR FLAVOR SYRUPS SPARE NUMBER-3 1/2"T.B.D. DRAIN TO F.S.PRE-RINSE 44" W/ 12" FAUCET KROWNE / 17-109WL / A-1+12"1/2"1/2"3 1/2" SS MOP SINK KLINGERS / FMS-2016S-171----- ------- -------4" CENTER MOUNT-------WALL MOUNT-HAND SINK W/ FAUCET-2-S-18"S" STAINLESS FABRICATION CATEGORY STAINLESS FABRICATOR KROWNE / 14-406L / A-18" CENTER MOUNT REMARKS DESCRIPTION QTY. ITEM NO.M-01 -SINK 1SEE PLUMBING"M" MISCELLANEOUS CATEGORYM-02 -TOILET 1M-03 -WATER FILTER1M-04 -WATER TANK1M-05 -WATER SOFTENER1M-06 -WATER HEATER1M-07 -TELEVISION1M-08 -CHAIRS4M-09 -EXTERIOR TABLES AND CHAIRS-M-10 -MILLWORK - SEE A4.22-M-11 -GREASE TRAP UNDER SLAB1M-12 -METAL SHELVING1M-13 -CARBONATION CONTAINER CO21-M-14 -ELECTRICAL PANEL1SEE ELECTRICALM-15 -48"X1" STAINLESS STEEL PARTITIONS2- - -18" STANDARD METAL SHELVINGM-162ELECTRICAL DISC/METER - SEE ELECTRICALM-171SEE PLUMBINGSEE PLUMBINGSEE PLUMBINGSEE PLUMBINGSEE PLUMBINGSEE ELECTRICALN.I.C.N.I.C.N.I.C.SEE PLUMBING-N.I.C.ELECTRICAL METERM-181-HIKVISION DS-2CD2143G0-1M-199DESIGN BY SAVIA1.3EQUIPMENTPLANEQUIPMENT PLAN1SCALE: 3/8" = 1'-0"PROJECTNORTHSF = 795101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGM-01M-02M-04M-05M-06M-08M-10E-13E-11E-14E-10E-01E-02E-03E-08E-04E-06E-12E-16S-01E-16E-21E-15M-10S-08S-12S-09S-07S-09E-28E-28E-29M-13M-08M-10M-12S-15S-16E-27M-10E-09M-14E-24E-05S-15aS-17E-09E-18E-26S-11M-17LEAVE GAP INMILLWORK/STEELWORKFOR ELECTRICALCONNECTIONS.LEAVE SMALL OPENING INTHE WALL ABOVE THEWALK IN FREEZERS ANDREFRIGERATOR TO ALLOWSODA POP LINE ACCESS.ALSO AT THE BOTTOM OFTHE WALL AND IN THEMILLWORK/STEELWORK.LINES MUST RUN FROMFROM E-29 TO E-19.E-15M-10E-21S-18S-13E-01M-18S-04E-30E-17E-22E-23E-20M-03E-09M-14DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022S-05E-19E-31M-1028S-13E-10E-11E-14S-07E-09S-13S-07E-32E-13 A2.1ROOF PLAN &ROOF DETAILSROOF PLAN8SCALE: 1/4" = 1'-0"PROJECTNORTHKEYNOTES#SLOPE: 1/4"/12" SLOPE: 1/4"/12"SLOPE: 1/4"/12"SLOPE: 1 /4 " /12 "SLOPE:1/4"/12"SLOPE: 1/4"/12"SLOPE: 1/4"/12"SLOPE:1/4"/12"6" EXHAUST DUCT THROUGH ROOF FOR FAN.SCUPPER TO DRAIN TO ROOF BELOW. SEE DETAIL ON 2/A2.1.LINE OF WALL OR COLUMN BELOW. SEE STRUCTURAL FOR COLUMN &WALL DETAILS.NOT USEDROOF HATCH. BASIS OF DESIGN BY BILCO - MODEL #E-20 OR SIMILAR.USE STEEL COVER, RED ALKYD BASE & RED OXIDE PRIMER, & ZINCPLATED HARDWARE. COORDINATE WITH OWNER.MECHANICAL UNIT, SEE MECHANICALTAPERED INSULATION CRICKETCOLUMN FOR SCREEN WALLPREFINISHED METAL COPINGROOF DRAIN - WITH DAYLIGHT OVERFLOW & LAMBS TONGUE, SEEPLUMBING SHEETS.PREFINISHED CONTINOUS METAL GUTTER, 4", 'K' STYLE OR SIMILARCHAIN DOWNSPOUT. ANCHORS TO EYELET IN CONCRETE BALLAST.TURNBUCKLE HANGER ROD & OVERHEAD SUPPORTS. SEE 6/A2.1.METAL BRACKET BELOW. SEE 7/A2.11"-6"1-1/2" MIN.FASTENER AND FASTENINGPLATE, MAX. 12" O.C.1/2" MIN.1-1/2"MIN.12" MAX.1"MIN.1-1/2" - 2"INSULATION W/1/4" DENSDECKMEMBRANEHOT AIR WELDFASTENER AND FASTENING PLATEPRE-MOLDED PIPE FLASHINGWATER CUT-OFF MASTICNON-REINFORCEDFLASKINGSTAINLESS STEELCLAMPING RINGWATER CUT-OFF MASTICCUT-EDGE SEALANT6" WIDE REINFORCEDMEMBRANEPIPE SEAL MUST HAVE INTACTRIB AT TOP EDGE, REGARDLESSOF PIPE DIAMETERSTAINLESS STEELCLAMPING RINGINSULATION WITH1/4" DENSDECKHOT AIR WELDMEMBRANEROOF PENETRATION DETAIL1SCALE: NTSROOF PENETRATION DETAIL2SCALE: NTSINSULATION WITH1/4" DENSDECK60 MIL TPO MEMBRANEWATER CUT-OFF MASTICCLAMPING RINGFOR DRAINS WITHTAPERED INSULATION ATDRAIN SUMP LASS THAN3" TO 1 HORIZONTALFOOTSTNDRD ROOF DRAIN DETAIL4SCALE: NTSTYPICAL ROOF PARAPET DETAIL3SCALE: NTSSCUPPER & LEADER HEAD DETAIL5SCALE: NTSFLASHING TO BE FULLYADHERED TO MEMBRANEROOF & WALL PER MANF.REQUIREMENTSSEALED THROUGHWALL SECTIONOPEN BOX LEADERDOWNSPOUT TO ADJACENTROOF DECKLEGEND4" METAL GUTTER, 'K' STYLE OR SIMILARAEP SPAN - PBR METAL PANEL OR SIM.COVERAGE - 36", RIB HEIGHT - 1 1/4", RIBSPACING - 12" ON CENTER, EXPOSEDFASTENING SYSTEM - 26 GAGE60 (.060") MIL TPO ROOF MEMBRANE,MECHANICALLY FASTENEDSLOPE ROOF DIRECTION OF ARROWROOF TOP UNIT, SEE MECHANICALDRAWINGS FOR CURB DETAIL.PIPE PENETRATION, SEE MECHANICALROOF DRAIN WITH DAYLIGHT OVERFLOW& LAMBS TONGUE, SEE PLUMBINGSHEETS.SLOPE:1/2"/12"SLOPE:1/2"/12"SLOPE:1/2"/12"SLOPE:1/2"/12"SLOPE:1/2"/12"SLOPE:1/4"/12"SF = 795139898112311141211312889107576245678910111213141410SLOPE:1/4"/12"TAPERED EXPANDEDPOLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPEUP @ 1/4" PER FTROOF STRUCTURE,SEE STRUCTURAL60 (.060") MIL TPO ROOFMEMBRANE, MECHANICALLYFASTENED. PLACED UPPARAPET WALLSPREFINISHED METALPARAPET CAP/COPIN. SEEFINISHES ON A9.1 FORCOLOR.BUILDNIG PAPER OVERSTRUCTURAL PLYWOOD.SEE STRUCTURALPREFINISHED METAL COPING/FASCIAPREFINISHED METAL SOFFITFINISHES PER PLAN. SEEELEVATIONS ON A3.1.PBR ROOF PANEL OVERMETAL AWNING. SEEELEVATIONS & STRUCTURALDRAWINGSFINISHES PER PLAN. SEEELEVATIONS ON A3.1.WOOD STRUCTURE PERSTRUCTURAL DRAWINGS.R19 THERMAL INSULATIONTYPICAL AWNING & METAL BRACKET DET.7SCALE: 1"= 1'-0"CUSTOM 1/4" THICK METAL BRACKET4X4 HSS METAL COLUMN ROOF TOFLOOR73°107°4"5 1/2"4"4"4"6"3"1'-0"SIDEWALK OUTSIDE OF BUILDING.SEE CIVIL PLANSPBR METAL PANEL OVER METALAWNING. SEE STRUCTURAL &ARCHITECTURAL ELEVATIONSEXTERIOR WALL FINISHES PERELEVATIONS ON A3.1BUILDNIG PAPER OVERPLYWOOD.BUILDNIG PAPER OVERSTRUCTURAL PLYWOOD.SEE STRUCTURALSLOPE:1/2"/12"SLOPE:1/2"/12"26'-8" 28'-9"36'-0"33'-0"+/- 4'-11". VARIES DEPENDING ON AREA.3 1/2"CUSTOM 1/4" THICK METALBRACKET. ATTACH W/ 1/2"LAG BOLTS TOP & BOTTOM+/- 10'-0" A.F.F.AWNING HEIGHT 12"1/2"WIDTH OF WALLADJUSTABLE TURNBUCKLE TIE ROD 6SCALE: 1"= 1'-0"PAINTED CLEVISHEX HEAD BOLTED CONNECTION1/2" PAINTED/THREADED RODPAINTED TURNBUCKLEUPPER YOLK ATTACHED AT WALL. PROVIDE BLOCKING.PAINTED CLEVISBOLTED CONNECTION1/2" PAINTED/THREADED RODLOWER YOLK MECHANICALLY ATTACHED TO AWNINGCOLUMN FOR SCREEN WALLFRAMING/BLOCKING AS REQUIREDMETAL SOFFITMETAL AWNING/FRAMINGPBR METAL PANELMETAL FASCIA OR TRIMC9X13.4 STRUCTURAL FRAMING.SEE STRUCTURAL DRAWINGS.PARAPET WALLTAPERED EXPANDEDPOLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPEUP @ 1/4" PER FTBOLTED CONNECTION TO BLOCKINGWOOD TRUSS60 (.060") MIL TPO ROOFMEMBRANEBOLTED CONNECTION W/ 1/2 LAG BOLTSINTO SOLID BLOCKING - TOP & BOTTOM33BOLTED CONNECTIONHEX HEAD BOLTED CONNECTIONDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/20224'-6 1/2" 4'-9" BRACINGWIRE45° MAX.45° MAX.HANGER WIRE SECURETO STRUCTURE W/3"SCREW W/MIN 1-1/2"PENETRATION. TIE W/3TIGHT WRAPSPROVIDE VERTICAL STRUTPER IBC STANDARDS USE PREMANUFACTURED STRUTS TOACCOMMODATE REQUIREDLENGTHS2" MAX. FROM BRACING WIRESTO CROSS RUNNERSNOTE: SEE DETAIL 1/A8.20 FORCONNECTION OF BRACING & HANGERWIRES TO THE STRUCTURE ABOVECROSS RUNNERMAIN RUNNEREQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.2' x 4' ACOUSTICALCEILING TILE - TYP.ACCEPTABLE LOCATIONS FORDETECTORS - LIGHTS -SPRINKLERS - TYP.2' x 2' ACOUSTICALCEILING TILE - TYP.EXTEND TUBE TO BE TIGHT TOCEILING GRID & STRUCTUREABOVE. INSTALL BOLT TOSECURE ONE TUBE TO THEOTHER. TUBES SHALL LAP ONEANOTHER AT LEAST 4" IN FULLYEXTENDED POSITION.PREMANUF. STRUTS TOACCOMMODATE LENGTHS ASREQUIRED1/2" ELECTRICAL CONDUIT-THIN WALL. ENSURE ADEQUATESIZE TO FIT OVER EYE SCREWABOVE3/4" ELECTRICALCONDUIT-THIN WALLSLOT END OF TUBETO FIT OVER MAINRUNNERCROSS RUNNER ORHAT CHANNELMAIN RUNNER ORMAIN CHANNELDRILL HOLE &INSTALL 1/4"~THRU BOLT &LOCK NUTWIRE HANGER-INSTALL CONDUITOVER WIRE PRIOR TOFASTENING 12 GA @LAY IN CLG 8 GA @SUSP GYPUNDERSIDE OF FLOOROR ROOF STRUCTUREA2.2REFLECTEDCEILING PLANREFLECTED CEILING PLAN1SCALE: 1/4" = 1'-0"PROJECTNORTHKEYNOTESSHEET NOTES#TYPICAL CEILING GRID STRUT2SCALE: 1" = 1'-0"TYPICAL CEILING GRID BRACKET3SCALE: 1" = 1'-0"TYPICAL CEILING GRID STRUT4SCALE: 1 1/2" = 1'-0"LATERAL BRACING @ SUSP. CLNG512'-0" O.C. EA. WAY4'-0" O.C.4'-0" O.C.4' MAX.8" MAX.SUPPORTED W/ A MINIMUM OF ONE #9 GA. WIRE.*THIS REQUIREMENT SATISFIES ARTICLE 410-15(c) OF THE NEC.EACH CORNER TO THE STRUCTURE ABOVE. PENDANTTHESE WIRES MAY BE SLACK. FIXTURES OR OTHERTHE STRUCTURE ABOVE OR TO OTHER HANGER WIRES.WITHIN 3" OF EACH CORNER OF THE FIXTURE WITH A #12FIXTURES MUST BE INDEPENDENTLY SUPPORTED ATSUSPENSION SYSTEMS SHALL BE USED TO SUPPORTTO THE SUSPENSION SYSTEM. THE ATTACHMENT DEVICEOTHER TWO WALLS.THE WALL AND THE RUNNER BEING MAINTAINED AT THEAT TWO ADJACENT WALLS WITH CLEARANCES BEWTEENRUNNERS MAY BE ATTACHED TO THE CLOSURE ANGLEPURPOSE ALTHOUGH TO FACILITATE INSTALLATION,OR CLOSURE ANAGLE SHALL NOT BE USED FOR THISADJACENT AND PARALLEL TO THE WALL. THE WALLEXCEEDING 45^ FROM THE PLANE OF THE CEILING.SPLAYED 90^ FROM EACH OTHER AT AN ANGLE NOTSHALL NOT BE ALLOWED FOR THIS PURPOSE.CHANNELS WHEN SPANS EXCEED 48".MINIMUM OF BACK TO BACK 1|" COLD ROLLEDAND BE SECURED TO THE BUILDING STRUCTURE.BEING COUNTERED SPLAYED.NOT BE MORE THAN 1" IN 6" OUT OF PLUMB WITHOUTHANGERS TO BE ATTACHED TO SUSPENSION MEMBERSLATERAL BRACING REQUIREMENTS IN LIEU OF ENGINEERED DESIGNRESTRICTIVE REQUIREMENTS.STANDARD 1" TEE.)EXCESS OF 1/8", THE FIXTURE SHALL BE INDEPENDENTLYUSED AS A WAY OF LEVELING.LOAD (#50).*OUT OF PLUMBEACH CORNER WITH A #12-GA. HANGER.) WITH INTER-LIGHT FIXTURES. (IF A LIGHT DUTY SYSTEM IS USED THE(8) ONLY INTERMEDIATE-DUTY AND HEAVY-DUTY@ 12' O.C. E.W.3/4" DIA ELEC. CONDUIT OVER VERT. WIREMEMBERS(d) PERIM.HUNG FIXTURES SHALL BE INDEPENDENTLYINDEPENDENTLY SUPPORTEDD WITH #12 GA. WIRE ATEQUIPMENT WEIGHING IN EXCESS OF 56# SHALL BESHALL HAVE TWO #12 GA. WIRES FROM THE HOUSING TOMENT WEIGHING MORE THAN 20# BUT LESS THAN 56#(9) IN ADDITION TO THE ABOVE, FIXTURES OR OTHER EQUIP-ARE USED, SUPPLEMENTAL SUPPORT IS REQUIRED.GA. HANGER WHERE HEAVY-DUTY SUSPENSION SYSTEMSMEMBERS SHALL HAVE SUPPLEMENTAL SUPPORTMEDIATE-DUTY SUSPENSION SYSTEMS, THE GRIDWEIGHT IN ANY DIRECTION.SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE*(7) ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHEDSPREADING. THIS SHALL BE DONE IMMEDIALELYTIED TOGETHER (STABILIZED) TO PREVENT THEIR(6) MEMBERS PERPENDICULAR TO THE WALL SHALL BEWITHIN 2" OF AN INTERSECTION OF A MAIN RUNNER ANDDIRECTION, 4-#12 GA. WIRES SHALL BE CONNECTED(5) WITHIN 4' OF THE WALLS AND AT 12" O.C. IN EACHFIXTURES(f) LIGHTMEMBERSTO PERIM.(e) ATTACHMENTBRACING(c) LATERALDISCONTINUITY, THE WALL ANGLE OR CLOSURE STRIPVERTICAL (THIS IS THE EQUIVALENT OF 1/2"FOR AAT THE PERIMETER WITHIN 8' OF THE WALL OR CEILING4) ALL RUNNERS SHALL BE INDEPENDENTLY SUPPORTEDTHE STRUCTURE. TRAPEZE SUSPENSIONS SHALL BE AOBSTRUCTIONS PRECLUDE DIRECT ATTACHMENT TO3) A TRAPEZE OR EQUIVALENT SHALL BE USED WHEREAPPROVED TYPE CAPABLE OF SUPPORTING 100#'S2) ALL CONNECTING DEVICES SHALL BE OF ANAROUND OTHER MATERIAL OR EQUIPMENT AND SHALLTURNS, HANGERS SHALL NOT ATTACH TO OR BEND& TO THE SUPPORT ABOVE WITH A MINIMUM OF THREESOFT ANNEALED MILD STEEL WIRE @ 4' O.C. EACH WAY,1) HANGERS TO BE A MINIMUM OF #12 GA., GALVANIZED,HANGERS(b) PERIMETERHANGERS(a) VERTICALSUPPORTING PARTITIONS.)(APPLICABLE ONLY TO STANDARD 2' x 2' AND 2' X 4' GRIDS WHEN NOT*SEE LATERAL BRACING REQUIREMENTS THAT FOLLOW FOR MORERUNNERS TO ROTATED MORE THAN 2° FROM THE6) A FIXTURE INSTALLATION SHALL NOT CAUSE THESUPPORTED W/N 6' OF EACH CORNER WITH A #12 WIRE.SUPPORTED OR THE GRID SHALL BE SUPPLEMENTALLYIN A 4' SPAN, IF THE FIXTURE CAUSES A DEFLECTION IN5) DEFLECTION SHALL BE LIMITED TO 1/360 OR .133" (1/8")W/ HANGERS TAUT, KINKS OR BENDS ARE NOT TO BELEVEL W/N 1/8" IN 12", LEVELING IS TO BE PERFORMED4) CARRYING CHANNELS AND MAIN RUNNERS ARE TO BENOT PRESSED AGAINST PIPE OR DUCT INSULATION.3) HANGERS TO BE PLUMB OR COUNTER SPLAYED ANDCAPABLE OF CARRYING 5 TIMES THE CEILING2) ATTACHMENT DEVICES TO BE OF AN APPROVED TYPEANNEALED MILD STEEL WIRE @ 4' O.C. EACH WAY.1) HANGERS TO BE A MIN. OF #12-GA., GALVANIZED, SOFTFIXTURES(g) CEILING(c) MAIN RUNNERSCHANNELS(b) CARRYING(a) HANGERSGENERAL INSTALLATION REQUIREMENTS - ASTM C 635 & ASTM 6362" FROM CROSS MEMBER.STRUCTURE. BEGIN BRACING WITHIN 4' OF PERIMETER &LATERAL BRACING @ 12" O.C. EACH WAY. MAIN RUNNER TOMEMBERS @ PERIMETERSTABILIZER BAR BETWEEN ALLW/IN 8" OF PERIMETERADDITIONAL HANGERS ALL MEMBERSBRACINGLATERALAPPROVED TYPE AND HAVE 100# CAPABILITYCONNECTION DEVICES TO BE OF ANIF MORE THAN 1:6COUNTERSLOPE HANGERSBUILDING STRUCTUREOTHER LARGE OBSTRUCTIONSSTRUCTURE, TRAPEZE DUCTWORK ANDSECURE ALL HANGERS TO BUILDINGRUNNERSFIT BETWEEN MAINCROSS RUNNERSMAIN RUNNERS @ 4'O.C. SUPPORT W/ #12WIRE @ 4' O.C. NOTCHCONDUIT OVER RUNNERSCALE: NTSCEILING LEGENDC-3METAL SOFFIT - AEP SPANVENTED FLUSH PANEL - 22GAUGE - TRICORN BLACKC-2BLACK ACOUSTIC CEILING TILE 2' x 2'SUSPENDED ACOUSTIC CEILING SYSTEMITEM BY DIV. 23 - SEEMECHANICAL FOR SUPPLY,RETURN AND EXHAUST GRILLESITEM BY DIV. 26 - SEEELECTRICAL FOR LIGHTINGFIXTURES AND CEILINGMOUNTED ELECTRICAL DEVICESFINISHED CEILING HEIGHTC-1GYPSUM BOARD HARD LIDCEILING SYSTEMVARIESC-3VARIESC-3VARIESC-3102ROOMRESTC-110'-0"103MECHC-110'-0"101SEATINGC-110'-0"104AREAWORKC-110'-0"105RECEIVINGC-110'-0"10'-0"C-2C-#10'-0"LIGHT FIXTURE - SEE ELECTRICALEXHAUST FAN - SEE MECHANICALSUPPLY DIFFUSER - SEE MECHANICALRETURN GRILLE - SEE MECHANICALSOFFIT FOR UPPER CASEWORK - SEE INT. ELEVATIONS, TYP.ROOF HATCH ACCESS. BASIS OF DESIGN BY BILCO ... MODEL # E-20OR SIMILAR. USE STEEL COVER RED ALKYD BASE & RED OXYDEPRIMER & ZINC PLATED HARDWARE. COORDINATE WITH OWNER.METAL BRACKETS BENEATH. SEE 7/A2.1NEW STRUCTURAL EXTERIOR COLUMNA.UNLESS NOTED OTHERWISE, ALL "LAY-IN" CEILINGSARE TO BE EQUALLY CENTERED EACH WAY WITHINEACH RESPECTIVE ROOM AND/OR SPACE/B.ALL GYPSUM CEILING, SOFFITS, AND HEADERS ARETO BE A LEVEL 4 GRADE FINISH.C.CONTRACTOR IS TO COORDINATE ALL WORKINTERFACING WITH ALL CEILING SYSTEMS,INCLUDING (BUT NOT LIMITED TO) ALL MECHANICAL,PLUMBING, ELECTRICAL, FIRE ALARM AND FIRESPRINKLER SYSTEMS.D.ALL LAY-IN PANEL CEILINGS SHALL COMPLY WITHTHE CEILINGS AND INTERIOR SYSTEMSCONSTRUCTION ASSOCIATION (CISCA) MANUALRECOMMENDATIONS AND SHALL BE INSTALLED INACCORDANCE WITH THE INTERNATIONAL BUILDINGCODE.E.CONTRACTOR IS TO VERIFY SEISMIC DESIGNCATEGORY AND PROVIDE SYSTEM TO COMPLYWITH APPLICABLE CATEGORY.F.CONTRACTOR TO COORDINATE AND VERIFY ALLEXISTING BUILDING ELEMENTS AND REPORT TOARCHITECT, ANY CONFLICTS WITH NEWCONSTRUCTION PRIOR TO COMMENCINGCONSTRUCTION.SF = 795ABC.1DE6543214'-9 1/2"6'-0"10'-0"WIFI MODEM LOCATION2.1C123456787788234135658DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/202211(TYP.)(TYP.)(TYP.)(TYP.) T.O. LEVEL 10'-0"T.O.PARAPET16'-0"T.O.ROOF 113'-0"T.O.SCREEN WALL 19'-2"10'-0"6"8'-5 1/2"T.O. LEVEL 10'-0"T.O.PARAPET16'-0"T.O.ROOF 113'-0"T.O.SCREEN WALL 19'-2"10'-0"1/2"12"T.O.PARAPET16'-0"T.O. LEVEL 10'-0"T.O.ROOF 113'-0"T.O.SCREEN WALL19'-2"T.O.WALL10'-0"T.O. LEVEL 10'-0"T.O.PARAPET16'-0"T.O.ROOF 113'-0"T.O.SCREEN WALL19'-2"9'-6" 11'-3 1/2" 9'-10 1/2"3'-0"2°1/2"12"1234562.1EC.1BADC1234562.1EC.1B ACDA3.1KEYNOTES123456781112BUILDINGELEVATIONSEAST EXTERIOR CORTEN PANEL ELEV.6SCALE: 1/4" = 1'-0"WEST EXT. CORTEN PANEL ELEV.5SCALE: 1/4" = 1'-0"NORTH EXT. CORTEN PANEL ELEV.7SCALE: 1/4" = 1'-0"SOUTH EXT. CORTEN PANEL ELEV.8SCALE: 1/4" = 1'-0"15171SCALE: 1/4" = 1'-0"EAST EXTERIOR ELEVATIONNORTH EXTERIOR ELEVATION2SCALE: 1/4" = 1'-0"WEST EXTERIOR ELEVATION3SCALE: 1/4" = 1'-0"SOUTH EXTERIOR ELEVATION4SCALE: 1/4" = 1'-0"889101414141515141513151771871498141432151413291510151514131051516161714171714881010151411151413512121415141577REGLET DETAIL (A28 FCP DT)9SCALE: NTS91013141617FRONT & REAR EXTERIOR DOORS - PAINT P-5 - SEE DOOR &WINDOW SCHEDULE.PRE FINISHED CONTINUOUS METAL GUTTER, 4", 'K' STYLE.SEE ROOF PLAN - GT-1.CHAIN DOWNSPOUT ANCHORS TO EYELET IN CONC.BALLAST. GT-1.STONE WAINSCOT - CS-1.TURNBUCKLE HANGER ROD & OVERHEAD SUPPORT.PAINTED BLACK - P-4. SEE 6/A2.1. (2) TWO TOTAL.EXTERIOR LIGHTING - SEE ELECTRICALPBR METAL PANEL OVER METAL CANOPY & SLANTED WALL(ALL SIDES OF WALL, WITH TRIM) R-1 OR W-1.COMPOSITE SIDING - 'WOOD LOOK' - BW-1BRACKETS - METAL - PAINTED BLACK - P-4. SEE 7/A2.1.PBR ROOF PANEL OVER METAL CANOPY -COLOR TO MATCHROOF ON OTHER SIDE - R-1 OR W-1.DRIVE/WALK UP WINDOW - SEE WINDOW SCHED.WOOD TRIM, 2X8 CEDAR, ANTIQUED W/ S-13" SQUARE METAL TUBE STEEL CANOPY FRAMES & 6"POSTS - BLACK - P4. SEE 3/A5.1METAL PARAPET ROOF CAP/COPING PREFINISHED - MCP-1FIRE ENGINE RED.24 GAGE CORTEN FLAT SHEET WALL PANEL - WEATHERED,RAW (NATURAL RUSTING) OR VINTAGE GREY (NON RUST) -MC-1.3" HORIZONTAL METAL SQUARE TUBES (PAINTED BLACK -P4) & COLUMN (4") - SEE STRUCTURAL DRAWINGS FORCOLUMNS.PAINTED HARDIE PLANK HORIZONTAL SIDING -PREFINISHED JH40-20 MONTEREY TAUPE - HB-1.LEDGESTONE. COLOR TO MATCH STONE WAINSCOT.COORDINATE PROFILE WITH OWNER.SIGNAGE. MECHANICALLLY FASTENED AT THESELOCATIONS. COORDINATE WITH OWNER.11173'-412"4'-012"3'-812"3'-312"1'-11"4'-812"4'-812"4'-9"4'-412"1'-0"212"1'-812"4'-512"4'-8"4'-912"4'-912"4'-012"4'-71 2" 3'-21 2"10"2'-1"4'-01 2"3'-41 2"4'-912"4'-912"3'-91 2"1'-3"1'-3"2'-31 2" 1'-11" 2'-11 2" 2'-81 2" 2'-81 2" 51 2" 71 2" 5" 3'-41 2"4'-01 2"1'-11"1'-31 2"4'-9"4'-9"4'-9"4'-9"1'-1" 11" 81 2" 61 2"2'-81 2" 2'-11 2" 1'-111 2" 2'-61 2"669NOTCH METAL PANELFOR ROOF TYPICAL.1/2" REGLET REVEAL, TYP.SEE DETAIL 9/A3.11/2" VERTICAL REGLET REVEAL, TYPICALSEE DETAIL 9/A3.1PRE-FABRICATED CORTENMETAL PANEL1/2" HORIZONTAL REVEAL, TYP.SEE DETAIL 9/A3.1PRE-FABRICATED CORTEN METAL PANELNOTCH METAL PANELFOR ROOF TYPICAL.1/2" HORIZONTAL REVEAL, TYP.SEE DETAIL 9/A3.1PRE-FABRICATED CORTEN METAL PANEL1/2" HORIZONTAL REVEAL, TYP.SEE DETAIL 9/A3.1PRE-FABRICATED CORTEN METAL PANELMetal screwsReglet With ClearAluminim FinishCorten Panel1844'-3"1919191919191919619191919191953'-512"3'-512"4'-912"4'-912"41 2"2'-8"11 2" 3" 41 2"1'-3"1'-3"CORTEN PANEL NOTCH @ ROOF10SCALE: 1/2" = 1'-0"1'-4"1'-6 1/2"7"10 1/2"4" 5"2"11 2" 11 2" 1'-7" 1'-4" 1'-4"3"10A3.110A3.1(SIM)10A3.110A3.11'-81 2"10A3.1(SIM)1'-4"2 1/2"1'-4" 1'-4"16111616DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022223112 17" - 19"**15" MIN.*33" MIN. 36" MAX.39" MIN. - 41" MAX.18" MIN.40" MAX.34" MAX.48" MIN.12"MAX42" MIN.39" MIN. - 41" MAX.18" MIN.7"-9"*17"-19"** VERIFY* 33" MIN. 36" MAX. 4'-0"34" MAX.A4.1UNISEXUNISEXUNISEX15RESTROOM PLANS& ELEVATIONSINTERIOR ELEVATION - A2SCALE: 1/2" = 1'-0"INTERIOR ELEVATION - B2SCALE: 1/2" = 1'-0"INTERIOR ELEVATION - C2SCALE: 1/2" = 1'-0"INTERIOR ELEVATION - D2SCALE: 1/2" = 1'-0"ENLARGED FLOOR PLAN1SCALE: 1/2" = 1'-0"60" MAX. 48" MIN12"SIGNAGE DETAIL3SCALE: NTSWALL MOUNTED SIGNAGE TO BELOCATED ON LATCH SIDE OF DOORCLEAR OF DOOR-SWING MOUNT AT 60" TOCENTERLINE OF SIGN FROM FLOORHEIGHT OF LETTERING 5/8"MIN. TO 2" MAX.LETTERINGRAISED 1/32"UPPER CASE LETTERSCORRESPONDINGGRADE 2 BRAILLE13RUBBER BASE. B-1. SEESCHEDULE2A11.1DBAC71516910812PAINT. P2. SEEFINISH SCHEDULEFRP W/ CAP. SEEFINISH SCHEDULE981512PAINT. P2. SEEFINISH SCHEDULEFRP W/ CAP.SEE FINISHSCHEDULERUBBER BASE. B-1. SEESCHEDULE24"x36"DOOR, SEE SCHEDULEPAINT. P2. SEEFINISH SCHEDULEFRP W/ CAP.SEE FINISHSCHEDULE1115FRP W/ CAP. SEEFINISH SCHEDULERUBBER BASE.B-1. SEESCHEDULE53PAINT. P2. SEEFINISH SCHEDULE531117RUBBER BASE. B-1. SEESCHEDULE710161'-2"2'-4"3'-0"DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/20226114216TO SEATING AREA #60" MINIMUM DIAMETER TURNING SPACE PER ICC A117.1-2009 SECTION 304.3.1.30" X 48" CLEAR FLOOR SPACE AT LAVATORY AS REQUIRED PER ICC A117.1-2009 SECTION 305.3KNEE & TOE CLEARANCES SHALL COMPLY WITH ICC A117.1-2009 SECTION 306.2. & 306.3.NOT USEDMIRROR: MIRRORS LOCATED ABOVE LAVATORIES, SINKS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAX. ABOVE THE FLOOR PER ICC A117.1-2009SECTION 603.3.60" X 56" MINIMUM CLEAR FLOOR SPACE AT WATER CLOSET AS REQUIRED PER ICC A117.1-2009 SECTION 604.3.1.TOP OF WATER CLOSET: THE HEIGHT OF WATER CLOSET SEATS SHALL BE 17" MIN. TO 19" MAX. ABOVE FINISHED FLOOR PER ICC A117.1-2009 SECTION 604.4.SIDE WALL GRAB BAR: 42" X 1 1/4" MIN. - 2" MAX. OUTSIDE DIAMETER GRAB BAR PER ICC A117.1-2009 SECTION 604.5.1, 609.2. PROVIDE SOLID BLOCKING IN WALL.VERTICAL SIDE WALL GRAB BAR: 18" MIN. X 1 1/4" MIN. - 2" MAX. OUTSIDE DIAMETER GRAB BAR PER ICC A117.1-2009 SECTION 604.5.1, 609.2. PROVIDE SOLID BLOCKING IN WALL.REAR WALL GRAB BAR: 36" X 1 1/4" MIN.- 2" MAX. OUTSIDE DIAMETER GRAB BAR PER ICC A117.1-2009 SECTION 604.5.2, 609.2. PROVIDE SOLID BLOCKING IN WALL.EXPOSED PIPES & SURFACES: WATER SUPPLY & DRAINPIPES UNDER LAVATORIES & SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT PER ICCA117.1-2009 SECTION 606.6.TOILET PAPER DISPENSERS: INSTALL BETWEEN 7" MIN. & 9" MAX. IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSERSHALL BE 15" MIN. & 48" MAX. ABOVE THE FLOOR, & SHALL NOT BE LOCATED BEHIND THE GRAB BARS PER ICC A117.1-2009 604.7, 309.4.ACCESSIBILITY SIGNAGE PER ICC A117.1-2009 SECTION 703 SHALL BE MOUNTED 48" MIN. TO 60" MAX. FROM THE FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THECHARACTERS, & MOUNTED ON THE LATCH SIDE OF THE DOOR.FLOOR SHALL BE A SLIP RESISTANT, HARD, NONABSORBENT SURFACE PER 2009 IBC SECTION 1210.1.WALL BASE: THE BASE OF WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE WALL AT LEAST 4" PER 2009 IBC SECTION 1210.1.BASIS OF BID- RUBBER BASE.WALLS & PARTITIONS WITHIN 2'-0" OF URINALS & WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE THE FLOOR PER THE 2009 IBCSECTION 1210.2. BASIS OF BID- STANDARD FRP.SOAP DISPENSER.PAPER TOWEL DISPENSER.*NOTE:NOT ALL KEYNOTES ARE USED IN THIS PROJECT. FINISHES & WALL POCHE AS SHOWN ARE FOR ADA COMPLIANCE DELINEATION ONLY & DO NOT REPRESENT ACTUAL WALLFINISHES. ALL FINISHES PER FINISH SCHEDULE &/OR FINISH PLAN. VERIFY FINISHES WITH OWNER/TENANT PRIOR TO CONSTRUCTION.RESTROOM KEY NOTES (2015 IBC ICC A117.1-2009)12345678910111213141516171818 SSSSA4.2INTERIORELEVATIONSKITCHEN ELEVATION1SCALE: 1/4" = 1'-0"KITCHEN ELEVATION2SCALE: 1/4" = 1'-0"KITCHEN ELEVATION3SCALE: 1/4" = 1'-0"KITCHEN ELEVATION4SCALE: 1/4" = 1'-0"ISLAND ELEVATION5SCALE: 1/4" = 1'-0"ISLAND ELEVATION6SCALE: 1/4" = 1'-0"ISLAND ELEVATION7SCALE: 1/4" = 1'-0"ISLAND ELEVATION8SCALE: 1/4" = 1'-0"E-14ST-1M-10A.SEE A1.3 FOR EQUIPMENT SCHEDULEB.SEE A9.1 FOR FINISH MATERIAL LEGENDGENERAL NOTESS-04S-04E-21S-04E-08E-03E-02E-11E-09E-12E-16S-05E-04E-06E-16E-09SEATING ELEVATION9SCALE: 1/4" = 1'-0"SEATING ELEVATION10SCALE: 1/4" = 1'-0"SEATING ELEVATION11SCALE: 1/4" = 1'-0"SEATING ELEVATION12SCALE: 1/4" = 1'-0"RECEIVING ELEVATOIN13SCALE: 1/4" = 1'-0"RECEIVING ELEVATION14SCALE: 1/4" = 1'-0"RECEIVING ELEVATION15SCALE: 1/4" = 1'-0"E-27M-13E-29M-14M-12S-163'-3"2'-6"2'-10"2'-11"5'-4"8'-0"8"4'-8"8'-0"8"3'-3" 10'-0" 2'-8 1/2" 3'-6" 7'-6"2'-6"2'-5"2'-5"2'-6"2'-6" 3'-6"3'-0"M-101'-0" O.C. SPACING M-10E-012'-7" 1'-1" 1'-2" 1'-11" 2'-8"1'-5"2'-8"3'-3"EQEQEQEQEQEQEQ2'-9"1'-4"2'-8"EQEQ2'-9"1'-4"2'-8"2'-6"10" SPACING EQEQEQEQEQEQEQE-24B-01E-1412'-6"10'-0"5'-3 1/2"3'-6" 3'-8"REGISTERCABINETREGISTERCABINETTO OUTSIDETO RECIEVINGST-1B-01ST-1ST-1ST-1ST-1PLAM-13'-8"2'-8 1/2" 1'-8"11'-5"6'-2 1/2" 5'-0"ELECTRICAL RECEPTICALNETWORK CONNECTIONSWITCH LOCATION FOR SIGNAGELEGEND7'-11 1/2"10'-0"10'-0" 10'-0"7'-11 1/2"PLAM-1E-17E-18E-05E-26M-15S-17S-08S-07S-12S-11WOOD TRIM, PAINTED P-6B-01B-01B-01B-01WOOD TRIM,PAINTED P-65'-4"4'-8"1'-0" O.C. SPACING TO SEATING 101TO RESTROOMTO MECH ROOMTO WORK AREATO OUTSIDETO OUTSIDEPLAM-1EQEQ1'-1 1/2"2'-8"2'-9"1'-4"E-15B-01ICE BIN1ASCALE: 1/4" = 1'-0"E-09E-15S-08M-10S-01M-10M-10S-05E-01M-10S-10PLAM-11'-0"1'-0"S-15B-01EQEQSSWITCHED FOR OPEN SIGNOPEN SIGN BY OTHERSSWITCHED FOR OPEN SIGN.SIGN BY OTHERS.SWITCHED FOROPEN SIGNSWITCHEDFOR OPENSIGNOPEN OPENOPENOPEN7'-7 1/2" 1'-0" O.C. SPACINGOPEN SIGNBY OTHERSOPEN SIGNBY OTHERSACESSIBLESEATING AREAWINDOW USED TO DISPLAYPRODUCT - ADD BACKINGAPPLY FILMBEHIND EQUIP.DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022M-14E-31E-20EQEQEQS-131'-6"1'-5"S-13S-13S-13E-22E-25E-07S-134'-10 1/2"E-23E-32E-32E-32E-32 T.O.WALL @10'-0" A.F.F.2'-4 1/2"VARIESSEE ROOF PLAN5 1/2"(TYPSPACING)A5.1BUILDINGSECTIONS &DETAILSBUILDING SECTION2SCALE: 1/4" = 1'-0"BUILDING SECTION1SCALE: 1/4" = 1'-0"SCREEN WALL PARAPET DETAIL3SCALE: 1/2" = 1'-0"4" CONCRETE SLAB ONGRADE OVER 2" OF RIGIDINSULATION. SEE SLABPLAN ON SD1.0STRUCTURAL DETAILSMECHANICALLY FASTENED EPDM ROOFING OVER5/8" PROTECTION BOARD PER MANUF.TAPERED EXPANDED POLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPE UP @ 1/4" PER FIT OVERWOOD TRUSSES- SEE STRUCTURALRTU, SEE MECHANICALRTU, SEE MECHANICALCONTINUOUS SLOPED PBR METAL PANEL BYAES SPAN OR APPROVED EQUALFOUNDATION WALL WITH2" OF RIGID INSULATIONPER IECC 2015. SEE ALSOSTRUCTURAL DETAILSSEE STRUCTURAL FORCONNECTION DETAILSSEE STRUCTURALCONNECTION DETAILS101SEATING103AREAWORK104RECEIVING103AREAWORKMECHANICALLY FASTENED EPDM ROOFING OVER5/8" PROTECTION BOARD PER MANUF.TAPERED EXPANDED POLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPE UP @ 1/4" PER FIT OVERWOOD TRUSSES- SEE STRUCTURALSCUPPER. SEE DETAIL ON SHEET 5/A2.1PBR METAL PANEL BY AESSPAN OR APPROVED EQUALPERFORATED METALSOFFIT PANELSCREEN WALL PARAPETSCREEN WALL PARAPETVERTICALLY PLACEDWOOD SIDINGSEE ELEVATIONS.6" CONTINUOUSTHERMALINSULATIONPBR METAL PANEL BY AEPSPAN OR APPROVED EQUALTURN BUCKLE & RODOVERHEAD CONNECTIONS &KNEE BRACES ARE NOTNECESSARY. AWNINGS ARESUPPORTED BY OTHERSTRUCTURES. SEESTRUCTURALMECHANICALLY FASTENED EPDM ROOFING OVER5/8" PROTECTION BOARD PER MANUF.TAPERED EXPANDED POLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPE UP @ 1/4" PER FIT OVERWOOD TRUSSES- SEE STRUCTURALSEE STRUCTURAL FORCONNECTION DETAILS4" CONCRETE SLAB ONGRADE OVER 2" OF RIGIDINSULATION. SEE SLABPLAN ON SD1.0STRUCTURAL DETAILSMETAL AWNINGPARAPETPREMANF. TRUSSMECHANICALLY FASTENED EPDM ROOFING OVER5/8" PROTECTION BOARD PER MANUF.TAPERED EXPANDED POLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPE UP @ 1/4" PER FIT OVERWOOD TRUSSES- SEE STRUCTURALPBR METAL PANEL BY AESSPAN OR APPROVED EQUALPERFORATED METALSOFFIT PANELPARAPET CAP DETAIL4SCALE: 1-1/2" = 1'-0"METAL PARAPET ROOFCAP/COPING PRE-FINISHEDMCP-1 FIRE ENGINE RED2X BLOCKING1'-5 1/2"9" 2 1/2" 4"2"10"2X BLOCKINGROUND METAL TUBESCREEN WALLWHERE OCCURSBREAK METAL FLASHING& SOFFITFINISHES. SEE ELEVATIONSSINGLE PLY ROOFING MEMBRANE.EXTEND UP THE WALL & BEHIND FLASHINGPOLAR NEON LIGHTS.SEE ELECTRICAL.4A5.14A5.14A2.14A5.1(TYP)(TYP)(SIM)WINDOW AREAS USED AS MERCHANDISEDISPLAY. WINDOW GLAZING TO SIT ASFAR IN FRONT AS POSSIBLE. SEEELEVATIONS & WINDOW SCHEDULEDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022CONTINUOUS 2' x 12"BLOCKING12" x 12" x 3/8" BASEPLATES6" DIA TUBE STEEL COLUMN1/4"X2" MTL PLATE(4) FOUR 1/2" LAG SCREWS(4) FOUR 1/2" LAG SCREWSBASE PLATEPLAN12" x 12" x 3/8" BASEPLATESCONTINUOUS 2' x 12"BLOCKING BELOWLINE SHOWING APPROXIMATE TOP OF PARAPET6" DIA TUBE STEEL COLUMNFULLY WELDED IN PLACE3" X 3" TUBE STEEL A8.1A.1 SINGLEB.1 SINGLESEE SCHEDULESEE SCHEDULE T.F.F.SEE SCHEDULESEE SCHEDULET.T.T.T.T.2"2"2"1'-0"2"GL-3GL-3D.1 SINGLE'W' - SEESCHEDULE'H' - SEESCHEDULEFT-12'-10" 2" 3'-8" 2"2"4'-0"2"7'-0"7'-0"2'-812"2'-10"3'-10"8'-0"SEE SCHEDULESEE SCHEDULE 2"2"2"1'-4"GL-3GL-3C DBT.DOOR / FRAMETYPES & NOTESDRIVE THRUWINDOW SLIDER @CASHIER SIDE.THE SLIDER TO BEEITHER IN CENTEROF WINDOW OR ATEITHER END -COORDINATE WITHTHE OWNER.SILICONESEALANT @ ALLJOINTSMETAL COUNTER TOALIGN WITH SLIDERPORTION OF WINDOWTEMPERED GLASS -FOR ITEMS ONDISPLAYSILICONESEALANT @ALL JOINTSSOLID CORE WOODDOOR. FACTORYFINISH PER OWNER.HOLLOW METALFRAME- PRIMED.PAINTED - P-6FRAME TYPESSCALE: 1/4" = 1'-0"DOOR TYPESSCALE: 3/8" = 1'-0"WINDOW TYPESSCALE: 1/2" = 1'-0"T.2'-8"5'-4"8'-0"AGL-3GL-3GL-3GL-3STAINLESS STEELKICK PLATEREAR SERVICEENTRANCE DOORGL-3T.6'-10"SEE SCHEDULESEE SCHEDULE E.1 SINGLESIGNAGE HARDWARE GROUP RATING & LABEL FRAMEHEAD MATERIAL GLASS FINISH DOOR & FRAME REMARKSDOORMATERIAL TYPE DOOR MARK FACING/FINISH DOOR SCHEDULESIZETO HEAD JAMB SIMILAR1013'-0"REMARKS1.SEE WINDOW & FRAME TYPES FOR ADDITIONAL INFORMATION ABBREVIATIONSALUM = ALUMINUMWD: SOLID CORE WOODC.A.: CLEAR ANODIZEDHM : HOLLOW METALPT: PAINTED. SEE NOTES.SS: STAINLESS STEELS: STAIN - FACTORY FINISH. BY OWNERDOOR HARDWAREA.DOOR HANDLES, PULLS, LATCHES AND LOCKS AND OTHEROPERATING DEVICES SHALL NOT REQUIRE TIGHT GRASPING, TIGHTPINCHING OR TWISTING OF THE WRIST TO OPERATE PER 2015 IBCB.DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATINGDEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHESMAXIMUM ABOVE THE FINISHED FLOOR PER 2015 IBCC.MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOTPERMITTED UNLESS STATED SPECIFICALLY BY THE EXCEPTIONSLISTED IN 2015 IBC.D.THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIREMORE THAN ONE OPERATION PER 2015 IBC.E.THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGINGEGRESS DOOR, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5POUNDS PER 2015 IBC.F.THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR,AND SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATIONON EACH SIDE OF THE DOOR. PER 2015 IBC.G.LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENTOPERATION OF DOORS WHERE THE LOCKING DEVICE IS READILYDISTINGUISHABLE AS LOCKED, A SIGN POSTED ON THE EGRESSSIDE OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAINUNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN 1INCH HIGH LETTERS AND ON A CONTRASTING BACKGROUND. PER2015 IBCH.THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL PROVIDE ACLEAR WIDTH OF 32 INCHES MEASURED BETWEEN THE FACE OFTHE DOOR AND STOP, WITH THE DOOR OPEN TO 90 DEGREES. PER2015 IBC.I.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPENPOSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THEDOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDSMINIMUM.J.ALL GLAZING IN HAZARDOUS LOCATIONS ARE REQUIRED TO BESAFETY GLAZING MATERIALS WHERE GLAZING IS LOCATED IN ANINDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOORWHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITH INA 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN ACLOSED POSITION. GLAZING IN A INDIVIDUAL FIXED OR OPERABLEPANEL WHOSE EXPOSED AREA OF INDIVIDUAL PANE IS GREATERTHAN 9 SQUARE FEET AND THE EXPOSED BOTTOM EDGE IS LESSTHAN 18 INCHES ABOVE THE FLOOR AND THE EXPOSED TOP EDGEIS GREATER THAN 36 INCHES ABOVE THE FINISHED FLOOR. PER2015 IBC.K.ALL METAL DOOR FRAMES TO BE PROVIDED WITH SILENCERS.L.ALL DOOR HARDWARE IS TO BE COMMERCIAL GRADE AND QUALITY.M.ALL GLAZING AND DOOR SYSTEMS ARE TO BE REVIEWED ANDAPPROVED BY ARCHITECT PRIOR TO ORDERING. SUBMIT SAMPLESFOR SELECTION AND APPROVAL.N.FIELD VERIFY ALL WINDOW / DOORS OPENING DIMENSIONS.O.MINIMUM GLASS THICKNESS TO BE 14".P.ALL DOORS SHALL COMPLY WITH 2015 IBC.Q.THE PROVIDED HARDWARE SCHEDULE IS INTENDED TO COVER ALLDOORS AND REQUIRED HARDWARE AND ESTABLISH A TYPE ANDSTANDARD OF QUALITY. IT SHALL BE THE SPECIFIC DUTY OF THEHARDWARE SUPPLIER / CONTRACTOR TO EXAMINE THE PLANS ANDSPECIFICATIONS AND FURNISH AND INSTALL ALL REQUIREDHARDWARE AND DOORS TO COMPLY TO ALL CURRENT CODES FORALL OPENINGS LISTED OR NOT.R.PROVIDE ITEMS, ARTICLES, MATERIALS, OPERATIONS ANDMETHODS LISTED, MENTIONED OR SCHEDULED OR ON THEDRAWINGS, IN QUANTITIES AS REQUIRED TO COMPLETE PROJECT.PROVIDE HARDWARE THAT FUNCTIONS PROPERLY. PRIOR TOFURNISHING HARDWARE, ADVISE ARCHITECT OF ITEMS THAT WILLNOT OPERATE PROPERLY, ARE IMPROPER FOR CONDITIONS, ORWILL NOT REMAIN PERMANENTLY ANCHORED.DOOR NOTESWIDTH - 'W' HEIGHT - 'H'7'-0"THICKNESS - 'T'PANELTYPEB.1Y1 3/4"ALUMPTALUMPT--SET #1EXTERIOR LOCKINGALUMINUM DOORSBY MANF.SET #23 - HINGES1 - PANIC HARDWARE1 - CLOSER1 - WEATERSTRIP1 - GLASS KIT1 - HANDLE2 - STAINLESS STEEL KICKPLATESILENCERSGLAZING SCHEDULEMARKTHICKNESSDESCRIPTIONCOMMENTSGL-11/4"CLEAR, TEMPEREDGL-21/4"CLEAR, TEMPERED--ONE-WAY FILM, ON #1 SURFACE1023'-0"7'-0"D.11 3/4"WDHMPTFT-11037'-0"D.11 3/4"HMPTFT-1GL-31"CLEAR, TEMPERED, INSULATEDLOW-E, NEUTRAL COLOR1SET #33 - HINGES1 - LATCH1 - PRIVACY LOCK1 - CLOSER2 - HANDLESSILENCERSSET #43 - HINGES1 - STORAGE LOCK1 - CLOSER2 - HANDLESSILENCERS--Y------------------1043'-0"3'-5"E.11 3/4"SSFT-1--------2.#105106LOCATIONSEATINGRESTROOMMECHANICALWRK AREA (INT.)WRK AREA (EXT.)RECEIVING4'-0"7'-0"2'-10"7'-0"2'-6"1/2 OF A SOLID CORE WOODDOOR. FACTORY FINISH PEROWNER W/ PLYWOODCOUNTERTOP AS SHOWNABOVE. FRAME TO BESTAINLESS STEEL.2'-10"6"R2"R2"R2" 2"2"2 1/2"113°MIRRORIMAGEE.1 COUNTERTOP1 3/4"1 3/4"ALL EXTERIORALUMINUM DOORS &FRAMES TO BE P-5 &INTERIOR TO BE P-6.EXTERIOR HM FRAME& DOOR TO BE P-5.INTERIOR DOOR &FRAME TO BE P-611111WDB.1A.1WDALUMHMYPTPTSSS--FT-1--ALUMHMPTPTPT------------113'-9 1/2"2'-4"124SET #51 - CONTINUOUS HINGE (40") HEAVY DUTY1 - OFFICE LOCK1 - LATCH2 - HANDLESSILENCERS5GL-3T.7'-0"F.F.F.F.F.F.F.F.F.F.F.F.F.F.GL-31'-0"1'-0"GL-3GL-3GL-31'-0"1'-0"2'-6"EQEQEQEQEQEQSILICONESEALANT @ ALLJOINTSTEMPERED GLASS -USE WINDOW SILLAS DISPLAY SHELF.KEEP GLAZINGTOWARD THE FRONTOF WINDOW. ADDBACKINGSEEABOVETEMPERED GLASS -USE WINDOW SILLAS DISPLAY SHELF.KEEP GLAZINGTOWARD THE FRONTOF WINDOW. ADDBACKINGDRIVE THRU WINDOW SLIDERSILICONE SEALANT @ ALL JOINTSMETAL COUNTER @ MIN 39.5" ABOVEPAVEMENTTEMPERED GLASS - USE WINDOW SILL ASDISPLAY SHELF. KEEP GLAZING TOWARDTHE FRONT OF WINDOW. ADD 1/4" BLACKWOOD BACKING. COORD. WITH OWNER.TEMPERED GLASS - USE WINDOW SILL ASDISPLAY SHELF. KEEP GLAZING TOWARDTHE FRONT OF WINDOW. ADD 1/4" BLACKWOOD BACKING. COORD. WITH OWNER.1A8.11A8.1WINDOW DETAIL1SCALE: 3/4" = 1'-0"ON PATIO SIDE -APPLY FILM TOHIDE EQUIP. BACKS.DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022T.2"2"4'-0"1'-4" A9.1FINISH PLANFINISH PLAN1SCALE: 3/8" = 1'-0"PROJECTNORTH101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGPLAM-1ST-1ST-1ST-1ST-1C-1C-1CARPETCONC.SHEET VINYLCERAMIC TILESHEET VINYLCERAMIC TILEWOODCONC18" MAX.FLOOR TRANSITIONS2SCALE: NTSST-1PLAM-1SG-1REMARKSBASEWALLS ROOM NAME & #ROOM SCHEDULEFLOOR101 SEATINGWALLSWAINSCOT WALLS WAINSCOT WAINSCOT WALLS WAINSCOT NEWS102 RESTROOMWALLS CEILING104 WORK AREA103 MECHANICAL ROOMCOLOR105 RECEIVINGSTYLE MARKFINISH MATERIAL LEGENDMANUFACTURERSIZEB-1REMARKSMATERIALCOLORFINISHRUBBER BASEJOHNSONITEBEDROCK6"COVEDINTERIOR PAINTP-1P-2STAINLESS STEELST-1LUXURY VINYL TILELVT-1FRP PANELSFRP-1SHERWIN WILLIAMS6503-62841FLAT BLACKFLATCUSTOMPOLYURETHANECLEARS-1STAINWATERBASEPOLYURETHANEMATTEMOHAWKATWELL MILL - 148ACT-1ACOUSTICAL CEILING TILEULTIMABLACK15/16"MYLAR COATEDARMSTRONGGYP-1GYPSUM BOARD CEILING LEVEL 5 FINISHBLACK5/8"SMOOTHVARIESSHERWIN WILLIAMSSEMI-GLOSSEXTERIOR PAINTP-46258 - TRICORNBLACKSEMI-GLOSSMETAL COPING (PARAPET)MCP-1CUSTOMPRE-FINISHEDROLLED24 GAUGESIDINGHB-1JAMES HARDIECOMMERCIALJH40-20 MONTEREYTAUPEPRE-FINISHED,SMOOTHPLANK, LAPPED8.25"TRIMHBT-1PLANK4"CULTURED-LEDGE STONECS-1BLACK ISLESEALED, GROUTEDPBR METAL METAL BY AEPSPAN OR SIMR-1 orW-1AEP SPANSLATE GREY,STANDARD COLORSSTANDARDCORTEN PANELMC-1CUSTOMRAW(RUSTING) ORVINTAGE GREY----VARIES x 24GAUGE1, 2304VARIESPRE-FINISHED,SMOOTHPRE-FINISHEDCRANE COMPOSITESGLASBORD FXWHITE48" A.F.F.PEBBLE EMBOSSED1.1/2" ALUMINUM BRACKET REVEALS2.CUT TO FIT, VERIFY & FIELD MEASURE ALL CONDITIONS PRIOR TO FABRICATION3.CHAIN DOWNSPOUTS (NATURAL RAW) WITH 12"x12"x12" CONCRETE BALLAST (COMPLETLY COVERED) ANCHORED IN GROUND4.ACOUSTIC GRID TO BE BLACK. TILES TO BE 'SQUARE LAY-IN' (AS OPPOSED TO TEGULAR). SEE REFLECTED CEILING PLAN.5.TO BE PLACED IN ALL WATER AREAS.6.EXTERIOR SOFFIT COLOR7.EXTERIOR METAL RAILINGS, COLUMNS, AND SCREEN WALLS COLOR8.TO BE PLACED HORIZONTALLY9.TO BE PLACED VERTICALLY10.PAINT COLOR FOR EXTERIOR DOORS. SEE DOOR AND WINDOW SCHEDULE.11.HARDIE COLOR - BY MANF.12.ALL INTERIOR WINDOW TRIM AND INTERIOR OF BACK, EXTERIOR, HM, DOOR. SEE DOOR AND WINDOW SCHEDULE.13.ALL WALL SIDING AND TRIM TO BE THE SAME COLOR.14.ALL SHELVING AND COUNTERTOPS IN KITCHEN TO BE STAINLESS STEEL.4PBRCONTINUOUS GUTTERGT-1CUSTOMMATCH (R-1)PRE-FINISHEDROLLED,SQUARE EDGE20 GAUGE35CEILING PAINT-SW 6373 HARVESTER----PLAM-1PLASTIC LAMINATEP-3INTERIOR PAINTSHERWIN WILLIAMSINTERIOR PAINT7670 GRAY SHINGLESEMI-GLOSS-JAMES HARDIECOMMERCIALCONCRETE SLABC-2------SECOYA9" PLANKSPRE-FINISHEDPRE-FINISHEDPRE-FINISHEDFIRE ENGINE REDFORMICABASALT SLATE3960SEALED CONCRETEC-1V-SEALFLAT/CLEARFLAT/CLEARWT-1C-1SG-1METAL WATERTABLE SILLSTAINLESS CORNERS/CAPCUSTOMCUSTOMROLLED20 GAUGEPRE-FINISHEDP-43042"X2" FLR TO CLGOR WHOLE EDGECULTURED STONEDEL MARELEDGESTONE-6508-82848 CEDARTONE (NATURAL)COMPOSITE 'WOOD' SIDINGBW-1ASPEN RIDGERUSTIC SERIESPLANK12"PRE-FINISHED,SMOOTHWOODTONEP-5EXTERIOR PAINTSHERWIN WILLIAMSFIRE ENGINE REDSEMI-GLOSS--106, 78, 119SHERWIN WILLIAMSJH40-20 MONTEREYTAUPE11SHERWIN WILLIAMSP-6INTERIOR PAINTSHERWIN WILLIAMSSEMI-GLOSSSW 6990 CAVIARBLACK12GENERAL NOTES:A.ALL INTERIOR WALLS TO RECIEVE AN ORANGE PEEL TEXTURE.POLISHEDST-1ST-1ST-1ST-1REMARKS:1314SMOOTHSF = 795ST-1-PATIO-DRIVE THRUDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785(CHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RFRF, EA181171/06/2022 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1/06/2022C-1C-1C-1C-1B-1-B-1B-1P-1-----P-2P-2P-2P-2P-1P-3P-3P-2P-2P-1GYP-1GYP-1/ACT-1B-1GYP-1----GYP-1FRP-1FRP-1FRP-1FRP-1C-1GYP-1----1.FRP-1FRP-1FRP-1FRP-1FRP-1FRP-1FRP-1FRP-12.C-1C-1C-1C-1P-12.REMARKS:1.UNFINISHED DRY-WALL, MUD AND TAPE ONLY.2.FRP TO BE PLACED IN ALL WET AREAS & FULL HEIGHT IN WORK AREA & RECIEVING SCALE:DATE:CHECKED BY:JOB NO.:DRAWN BY:1102 N. FRANKLIN BLVD. NAMPA, ID 83687PH. # (208) 475-0023 FAX (208) 475-0044DESIGNED BY:12/01/2021AS NOTEDZELHEP2021-12305DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHOKW/JMRF,EA1811703/19/2020... ... ... ... ...S0.0COVER SHEETSTRUCTURAL NOTES:A. DESIGN LOADS AND CRITERIA1.INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION2.GRAVITY LOADS (PSF):LOCATIONDEAD LOADLIVE ORTOTAL LOADSNOW LOAD1ST FLOOR / STAIRS124052ROOF1735523.WIND CRITERIA:WIND SPEED:115 MPH (3 SECOND GUST)EXPOSURE:CIMPORTANCE, I:1.04.SEISMIC CRITERIA:RISK CATEGORY:IIDESIGN CATEGORY:DSds:0.37Sd1:0.22 SITE CLASS:DIMPORTANCE, I:1.0RESPONSE, R:6.5 & 25.SOIL BEARING PRESSURE:1500 PSF ON UNDISTURBED SOIL6.LATERAL SOIL PRESSURE:35 PCF EQUIVALENT FLUID PRESSURE7.FROST DEPTH BELOW GRADE:36 INCHESB. FOUNDATIONS1.FOUNDATIONS HAVE BEEN DESIGN FOLLOWING RECOMMENDATIONS PRESENTED IN IBCSECTION 1804. INSTALL THE FOUNDATION AND FLOOR SLABS ACCORDING TO IBCRECOMMENDATIONS.2.PLACE FOOTING ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PLACED OVERUNDISTURBED NATURAL SOILS. FILL SHALL BE APPROVED BY A SOILS ENGINEER. PLACE FILL INUNIFORM LIFTS (8" MAX.) AND COMPACT TO 95% STANDARD PROCTOR ACCORDING TO ASTMD1557.3.ENGINEERED FILL SHALL BE SELECTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.4.EXISTING FILL, IF ENCOUNTERED, SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL.5.PLACE INTERIOR SLABS ON GRADE ON 4" OF ¾" MINUS GRANULAR FILL OVER A VAPORRETARDER.6.PROTECT SOILS BENEATH SLABS AND FOOTING FROM FREEZING.7.PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE AVOID EXCESSIVE WETTING ORDRYING OF FOUNDATION EXCAVATIONS.C. CONCRETE1.PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301-14 "STANDARD SPECIFICATION FORSTRUCTURAL CONCRETE" UNLESS NOTED OTHERWISE2.ASTM C150 TYPE I/II CEMENT3.MINIMUM CEMENT CONTENT:450 #/YD4.ENTRAINED AIR:5% (+/- 1 1/2%) AT ALL CONCRETE EXPOSED TO FREEZING (EXT.SLABS, FND. WALLS, ETC.)5.MAXIMUM SLUMP:4" (WITHOUT SUPERPLASTICSIZER)6.28 DAY STRENGTH:f'c: 3500 PSI7.NORMAL WEIGHT AGGREGATE, 1 1/2" MAX FOOTINGS, 3/4" MAX ELSEWHERE8.WHERE TOP SURFACES OF CONCRETE SLABS ARE SHOWN TO BE RECESSED MORE THAN 1/2",THICKEN SLAB TO MAINTAIN INDICATED SLAB THICKNESS.9.SLAB JOINTS ARE INDICATED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY, ATCONTRACTOR'S OPTION, BE SUBSTITUTED FOR CONTRACTION JOINTS.10.DO NOT USE CHLORIDE ADMIXTURES IN CONCRETE.11.REINFORCING BARS:ASTM A615, GRADE 60ASTM A706, GRADE 60 (WHERE INDICATED TO BE WELDED)12.DETAIL REINFORCING BARS ACCORDING TO LATEST EDITION OF ACI DETAILING MANUAL.13.MINIMUM REINFORCING BAR COVER:3" AT UNFORMED SURFACES EXPOSED TO EARTH1 1/2" AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER3/4" AT SLABS AND AT WALLS NOT EXPOSED TO EARTH OR WEATHER14.LAP REINFORCING BARS ACCORDING TO THE FOLLOWING, UNLESS INDICATED OTHERWISE: BAR SIZE LAP LENGTH#31'-6"#42'-0"#52'-6"#63'-0"15.SPLICE TOP BARS IN GRADE BEAMS NEAR MIDSPAN, BOTTOM BARS NEAR SUPPORTS.16.WELDING OF REINFORCING BARS IS NOT PERMITTED UNLESS SPECIFICALLY DETAILED.17.REINFORCE OPENING HEADS, JAMBS & SILLS WITH (2) #5 BAR. EXTEND EACH END OF EACH BAR2'-6 PAST OPENING EDGE.18.WELDED WIRE FABRIC:ASTM A18519.REINFORCE CONCRETE SLABS ON DECK WITH 13x13-D5xDF. PLACE WWF 1 1/2" BELOW TOP OFSLAB USING METAL POSITIONER DEVICES. LAP WWF ONE FULL MESH AT SPLICES.20.TIE DOWELS IN PLACE BEFORE PLACING CONCRETE. DO NOT STAB OR WET-SET DOWELS.21.REINFORCING FIBERS:ASTM C1116, FIBRILLATED POLYPROPYLENE22.ANCHOR BOLTS:ASTM A307 OR A3623.EXPANSION ANCHORS:HILTI "QUICK BOLT II" OR EQUIVALENT24.ADHESIVE:SIMPSON "SET" OR EQUIVALENT25.GROUT FOR BASEPLATES:ASTM C827, NON-METALLIC, NON-SHRINK, 3 DAY 4000 PSID. WOOD1.DIMENSION LUMBER(GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WESTCOAST LUMBER INSPECTION BUREAU (WCLIB):1.1.STUDS: DOUG FIR LARCH STUD GRADE OR BETTER1.2.JOISTS: DOUG FIR LARCH NO.2 OR BETTER2.ALL NAILS SPECIFIED ARE TO BE COMMON WIRE NAILS, UNLESS NOTED OTHERWISE.3.SPLICE DOUBLE TOP PLATE AT 8'-0" MINIMUM ON CENTER USING (18) 16d NAILS EACH SIDE OFTHE SPLICE.4.PROVIDE HEADERS FOR OPENINGS IN WALLS ACCORDING TO THE FRAMING PLAN5.FRAMING CONNECTORS, ANCHORS, AND HANGERS SHOWN ON THE DRAWINGS ARE THEPRODUCTS OF SIMPSON STRONG-TIE COMPANY (OR EQUIVALENT), SAN LEANDRO, CALIFORNIAAND ARE DESIGNATED BY MANUFACTURER'S STANDARD PRODUCT NUMBERS. FOLLOW ALLMANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE.6.WALL SHEATHING:7/16" APA RATED SHEATHING, PANEL RATING 24/16, ATTACH WITH 16 GAUGEX 1 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, U.N.O.ALL PANEL EDGES SHALL BE BLOCKED.7.ROOF SHEATHING:7/16" APA RATED SHEATHING, PANEL RATING 24/16, ATTACH WITH 8d NAILSAT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, U.N.O.8.FLOOR SHEATHING: 7/8" APA RATED SHEATHING, PANEL RATING 48/24, ATTACH WITH 10d NAILSAT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, U.N.O.9.PROVIDE 1/8" GAP AT CONSTRUCTION PANEL BUTT JOINTS10.GLUED LAMINATED TIMBERS:ANSI/AITC A190.1,24F-V8 DF/DF U.N.O.11.ENGINEERED WOOD PRODUCTS (WOOD I-JOISTS, WOOD & METAL OPEN-WEB JOISTS, LAMINATEDVENEER LUMBER, AND PARALLEL-STRAND LUMBER) SHOWN ON THE DRAWINGS ARE THEPRODUCTS OF WEYERHAUSER (OR EQUIVALENT) AND ARE DESIGNATED BY THEMANUFACTURER'S STANDARD PRODUCT NUMBERS. THE INTENT OF THE DESIGN IS FOR THESEITEMS TO BE ATTACHED TO EACH OTHER AND TO THE SURROUNDING STRUCTURE TO BEHAVEAS A SYSTEM. WHETHER SHOWN OR NOT, PROVIDE ACCESSORY ITEMS (BLOCKS, CLIPS,STIFFENERS, STRAPS, ETC.), DESIGNED BY THE MANUFACTURER, FOR A COMPLETE SYSTEM.FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE.11.1.FABRICATED WOOD JOISTS:ASTM D255911.2.LAMINATED VENEER LUMBER:ASTM D2559Fb:2600PSIFv:285PSIFc:2510PSIE: 2.0E6PSI11.3PARALLEL STRAND LUMBER:ASTM D2559Fb:2900PSIFv:290PSIFc:2900PSI E: 2.0E6PSI12.PREFABRICATED WOOD TRUSSES SHALL CONFORM TO THE TRUSS PLATE INSTITUTE DESIGNSPECIFICATION FOR METAL-PLATE-CONNECTED WOOD TRUSSES.12.1.TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL INDICATEDLOADS. TRUSS LOADING:TOP CHORD DL:7 PSF TOP CHORD LL:31 PSFBOTTOM CHORD DL:10 PSFBOTTOM CHORD LL:10 PSF (DOES NOT ACT CONCURENT WITH TOP CHORD LL)12.2.MEMBER PROPERTIES: CHORDS SHALL BE #2 DOUG FIR LARCH OR BETTER; WEBS SHALLHAVE MINIMUM MODULUS OF ELASTICITY OF 1,500,000 PSI12.3.ALL TRUSS BLOCKING SHALL BE PROVIDED BY TRUSS MANUFACTURER ANDCONSTRUCTED WITH APPROVED PLATES.12.4.TRUSS PROFILES SHOWN ARE REPRESENTATIONS OF POSSIBLE CONFIGURATIONS OFWEB LOCATIONS AND MEMBER SIZES. TRUSS MANUFACTURE SHALL SUBMIT SHOPDRAWINGS FOR APPROVAL. ALL TRUSSES SHALL BE STAMPED AND SEALED BY APROFESSIONAL ENGINEER REGISTERED IN THE STATE THE PROJECT RESIDES IN.12.5.TRUSS MANUFACTURER SHALL PROVIDE PROOF OF THIRD PARTY INSPECTION ASREQUIRED BY IBC SECTION 2303.4.12.6.IN ADDITION TO LOADS SPECIFIED ELSEWHERE, DESIGN PREFABRICATED WOOD TRUSSBOTTOM CHORDS FOR 10 PSF DEAD LOAD12.7.DRILL LAG BOLT LEAD HOLES TO MATCH THE LAG BOLT SHANK DIAMETER AND HALF THESHANK DIAMETER FOR THE THREADED PORTION.E.MISCELLANEOUS1.ELEVATIONS REFERENCE MAIN FLOOR ELEVATION, SET AT 0'-0".2.COORDINATE OPENINGS AND EMBEDDED ITEMS NOTED ON ALL CONSTRUCTION DOCUMENTSWITH APPROPRIATE TRADES.3.BEFORE FABRICATION, HAVE SHOP DRAWINGS REVIEWED BY ARCHITECT AND/OR ENGINEER.4.TEMPORARILY BRACE THE STRUCTURE TO RESIST ALL LOADS OR COMBINATIONS OF LOADSUNTIL ALL PERMANENT ELEMENTS ARE IN PLACE AND ALL CONNECTIONS ARE COMPLETE.F.STRUCTURAL STEEL1.STEELRODS: ASTM A123M-15, Fy = 50 KSIOTHER SHAPES:ASTM A36, Fy = 36 KSIPLATES: ASTM A36, Fy = 36 KSITUBES: ASTM A500 GRADE B, Fy = 46 KSI2.BOLTS: ASTM A325 TYPE 1 UNCOATED, STEEL TO STEEL CONNECTIONS3.WELDS:E70XX ELECTRODES4.THREADED STUDS:ASTM A108 GRADE 1010 - 1020, Fu = 60 KSI (AWS 7.3 TABLE 7.1. TYPE B)5.HEADED CONCRETE ANCHORS: ASTM A108 GRADE 1010 - 1020, Fu = 60 KSI (AWS 7.3 TABLE 7.1TYPE B)6.DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE ASD, 14THEDITION OF AISC "MANUAL OF STEEL CONSTRUCTION AND AISC CODE OFSTANDARD PRACTICE."7.STEEL TO STEEL BOLTED CONNECTIONS SHALL CONFORM TO THE CURRENT AISC"SPECIFICATIONS FOR STRUCTURAL JOINTS" USING ASTM A325 BOLTS. BOLSTSSHALL BE TIGHTENED TO A SNUG TIGHT CONDITION UNLESS NOTEDOTHERWISE.8.USE STANDARD FRAMED BEAM CONNECTIONS WITH 3/4" DIAMETER BOLTS (OR WELDEDEQUIVALENT) UNLESS OTHERWISE DETAILED.9.ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS.10.WELDS SHALL NOT BE LESS THAN 3/16" CONTINUOUS FILLET, UNLESS INDICATED OTHERWISE.SHEET INDEX:S0.0 COVER SHEETS1.0 FOUNDATION PLANS1.1 MAIN LEVEL SHEARS2.0 ROOF FRAMING PLANSD1.0 STRUCTURAL DETAILS9 7 9 0SHAWNDREEERPR O F ESSIONALENGINREER EGISTEDERSTATEOFIDAH O12/01/21 NOTES:1.VERIFY DIMS. W/ FLOOR PLANS PRIOR TO POURINGCONCRETE.2.DIMENSIONS ARE TO CENTER OF THICKENED SLABS AND TOEDGE OF STEM WALLS U.N.O.FOUNDATION SCHEDULEMARKSIZEWxDxLREINF.COMMENTS16"x8"xCONT. (2) #4's CONT.F-1LEGEND - STEM WALL- INDICATES LOCATION OF HOLD DOWN11'-0"19'-0"14'-0"2'-0"15'-0"2'-0"5'-0"2'-0"12'-6"18'-7"10'-11"12'-6"7'-6"4" CONC. SLAB OVER 4"COMPACTED GRAVEL W/CONTROL JOINTS PER DTL.2/S1.0GREASE TRAP UNDER SLAB,THICKEN SLAB @ EDGE TO 6"(VERIFY W/ ARCH PLANS)CENTER THICKENEDSLAB BELOW WALLABOVE12'-412"F-1F-1F-1F-1F-1CENTER THICKENEDSLAB BELOW WALLABOVE4'-0"44'-0"18'-4"11'-312"F-14" CONC. SLAB OVER 4"COMPACTED GRAVEL W/CONTROL JOINTS PER DTL.2/S1.04" CONC. SLAB OVER 4"COMPACTED GRAVEL W/CONTROL JOINTS PER DTL.2/S1.0SIMPSON DTT2ZW/ PAB4 A.B.F-14'-6" 20'-0"F-112SD1.01"11'-5" 4'-3"6"F-112SD1.03SD1.01SD1.0TYP. @STEM WALLS3SD1.02'-0"14'-214"A3H1H1H1H1H1H1 SCALE:DATE:CHECKED BY:JOB NO.:DRAWN BY:1102 N. FRANKLIN BLVD. NAMPA, ID 83687PH. # (208) 475-0023 FAX (208) 475-0044DESIGNED BY:12/01/2021AS NOTEDZELHEP2021-12305DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHOKW/JMRF,EA1811703/19/2020... ... ... ... ...S1.0FOUNDATIONPLANSCALE:FOUNDATION PLAN1/4" = 1'-0"ANCHOR BOLT KEY NOTES:TAGDESCRIPTION-12"Ø ANCHOR BOLTS @ 12" O.C.-12"Ø ANCHOR BOLTS @ 24" O.C.-12"Ø ANCHOR BOLTS @ 36" O.C.-12"Ø ANCHOR BOLTS @ 48" O.C.-12"Ø ANCHOR BOLTS @ 60" O.C.A1A2A3A4A5HOLDOWN SCHEDULEMARKSTRAP TYPESTRAPFASTENERS# OFSTUDSANCHOR BOLT# OFSTUDSFASTENERSLSTHD8 ORLSTHD8RJ W/ RIM(20) 16dSINKERS2ORDTT2Z W/ 12Øx10"2(8) 14"x112"SDSNOTES: SEE DETAIL 7/SD1.0 FOR TYP HOLD DOWN DETAILH19 7 9 0SHAWNDREEERPR O F ESSIONALENGINREER EGISTEDERSTATEOFIDAH O12/01/21 NOTES:1.FRAME 2x6 STUDS @ 16" O.C. TYP. U.N.O.- INDICATES LOCATION OF HOLD DOWN- INDICATES SHEAR WALL TYPE- INDICATES EXTENT OF SHEAR WALLLEGEND - INDICATES SHEAR WALL LINEW1X2-1X1-1Y1-1 Y4-1W1Y2-1W1 Y3-1 W1WBWCW1W1W1W1H1H1H1H1H1H1H106H105H108H104H103H102H101H107 SCALE:DATE:CHECKED BY:JOB NO.:DRAWN BY:1102 N. FRANKLIN BLVD. NAMPA, ID 83687PH. # (208) 475-0023 FAX (208) 475-0044DESIGNED BY:12/01/2021AS NOTEDZELHEP2021-12305DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHOKW/JMRF,EA1811703/19/2020... ... ... ... ...S1.1MAIN LEVELSHEAR PLANOSB SHEAR WALL SCHEDULEMARKSHEATHINGSIDESOF WALLSHEET NAILINGPERIMETER / FIELDSHEET STAPLINGPERIMETER / FIELDBLOCKINGNAILING (UNO)BOTTOM PLATE INTO RIM7/16" APA RATED18d @ 6 / 12OR16ga x 112" @ 3 / 12YES(2) 16d NAILSPER 16" BAY7/16" APA RATED18d @ 4 / 12OR16ga x 112" @ 2 / 12YES(3) 16d NAILSPER 16" BAY7/16" APA RATED18d @ 3 / 12YES(4) 16d NAILSPER 16" BAY7/16" APA RATED18d @ 2 / 12(4x STUDS @ SHEATHINGPARAMETER)YES(4) SDS SCREWSPER 16" BAY7/16" APA RATED28d @ 3 / 12YES(5) SDS SCREWSPER 16" BAYGYPSUM SHEAR WALL SCHEDULE1/2" GYP. BOARD15d COOLER @ 4 / 4YES(2) 16d NAILSPER 16" BAY1/2" GYP. BOARD15d COOLER @ 4 / 4NO(2) 16d NAILSPER 16" BAYOR1/2" GYP. BOARD25d COOLER @ 4 / 4YES(2) 16d NAILSPER 16" BAY1/2" GYP. BOARD25d COOLER @ 4 / 4NO(2) 16d NAILSPER 16" BAY TYP. NOTES:1.ALL SHEATHING PANEL EDGES SHALL BE BLOCKED UNO2.PROVIDE SAME NAILING PATTERN ABOVE AND BELOW OPENINGS AS ADJACENT SHEAR PANEL.3.ALL EXTERIOR WALLS SHALL BE SHEARWALL "W1" WITHOUT BLKG UNO4.FASTEN GABLE/RIM TO SHEAR WALLS BELOW W/ 10d TOENAILS @ 12" O.C. UNO5.FASTEN TRUSS HEELS TO SHEAR WALLS W/ H2.5A AND (2) 10d TOENAILS @ EACHW1W2W3W4W5WAWBWCSCALE:MAIN LEVEL SHEAR PLAN1/4" = 1'-0"HOLDOWN SCHEDULEMARKSTRAP TYPESTRAPFASTENERS# OFSTUDSANCHOR BOLT# OFSTUDSFASTENERSLSTHD8 ORLSTHD8RJ W/ RIM(20) 16dSINKERS2ORDTT2Z W/ 12Øx10"2(8) 14"x112"SDSNOTES: SEE DETAIL 7/SD1.0 FOR TYP HOLD DOWN DETAILH19 7 9 0SHAWNDREEERPR O F ESSIONALENGINREER EGISTEDERSTATEOFIDAH O12/01/21 LEGEND - INDICATES BEARING WALLNOTES:1.PROVIDE TWO STUDS AT ALL GIRDER / BEAM BEARING LOCATIONS UNLESSNOTED OTHERWISE.2.ALL HEADERS TO BE (2) 2x8 DF #2 UNLESS NOTED OTHERWISE ON PLAN.3.CHANNEL AT MARKED BEAM LOCATIONS TO BE POCKETED INTO ROOFCAVITY. SEE PLAN FOR CORRESPONDING DETAILS.13SD1.09SD1.0- INDICATES ROOF FRAMING, SEE PLAN8SD1.014SD1.09SD1.011SD1.011SD1.015SD1.015SD1.010SD1.013SD1.0T1 SCALE:DATE:CHECKED BY:JOB NO.:DRAWN BY:1102 N. FRANKLIN BLVD. NAMPA, ID 83687PH. # (208) 475-0023 FAX (208) 475-0044DESIGNED BY:12/01/2021AS NOTEDZELHEP2021-12305DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHOKW/JMRF,EA1811703/19/2020... ... ... ... ...S2.0ROOFFRAMING PLANSCALE:ROOF FRAMING PLAN1/4" = 1'-0"GABLE/DRAG TRUSS OR RIM KEY NOTES:TAGDESCRIPTION-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ 10d TOENAILS @ 6" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ 10d TOENAILS @ 4" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ 10d TOENAILS @ 3" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ A35 @ 12" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ A35 @ 6" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS TYP. NOTES:1.-FASTEN GABLE/RIM TO SHEAR WALLS BELOW W/ 10d TOENAILS @ 12" O.C. UNO2.-FASTEN TRUSS HEELS TO SHEAR WALLS W/ H2.5A AND (2) 10d TOENAILS @ EACHT1T2T3T4T59 7 9 0SHAWNDREEERPR O F ESSIONALENGINREER EGISTEDERSTATEOFIDAH O12/01/21 LEGEND - INDICATES BEARING WALLNOTES:1.PROVIDE TWO STUDS AT ALL GIRDER / BEAM BEARING LOCATIONS UNLESSNOTED OTHERWISE.2.ALL HEADERS TO BE (2) 2x8 DF #2 UNLESS NOTED OTHERWISE ON PLAN.3.CHANNEL AT MARKED BEAM LOCATIONS TO BE POCKETED INTO ROOFCAVITY. SEE PLAN FOR CORRESPONDING DETAILS.13SD1.09SD1.0- INDICATES ROOF FRAMING, SEE PLAN8SD1.014SD1.09SD1.011SD1.011SD1.015SD1.015SD1.010SD1.013SD1.0T1 SCALE:DATE:CHECKED BY:JOB NO.:DRAWN BY:1102 N. FRANKLIN BLVD. NAMPA, ID 83687PH. # (208) 475-0023 FAX (208) 475-0044DESIGNED BY:12/01/2021AS NOTEDZELHEP2021-12305DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHOKW/JMRF,EA1811703/19/2020... ... ... ... ...S2.0ROOFFRAMING PLANSCALE:ROOF FRAMING PLAN1/4" = 1'-0"GABLE/DRAG TRUSS OR RIM KEY NOTES:TAGDESCRIPTION-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ 10d TOENAILS @ 6" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ 10d TOENAILS @ 4" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ 10d TOENAILS @ 3" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ A35 @ 12" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS-ATTACH GABLE/DRAG TRUSS OR RIM TO TOP PLATEW/ A35 @ 6" O.C., EDGE NAIL SHEATHING ABOVE TO TRUSS TYP. NOTES:1.-FASTEN GABLE/RIM TO SHEAR WALLS BELOW W/ 10d TOENAILS @ 12" O.C. UNO2.-FASTEN TRUSS HEELS TO SHEAR WALLS W/ H2.5A AND (2) 10d TOENAILS @ EACHT1T2T3T4T59 7 9 0SHAWNDREEERPR O F ESSIONALENGINREER EGISTEDERSTATEOFIDAH O12/01/21 HEADERSEE PLAN16d END NAILSCRIPPLE STUD TOMATCH WALL STUD2x SILLFULL HEIGHTKING STUDSEE SCHEDULETRIMMER STUDSEE SCHEDULECRIPPLE STUD TOMATCH WALL STUDSCALE: HEADER DETAIL 3/4" = 1'-0"4SD1.0SCALE: TYP. STEM WALL DETAIL3/4" = 1'-0"1SD1.0#4 CONT. @ 12" O.C.#4 BAR @ 18" O.C.SEE FTGSCHED3"CLR.3'-0" MIN.SEE FOOTINGSCHED8"MIN.EXTERIOR SHEATHING, SEE PLANINTERIOR FINISH,SEE PLAN2x WALL, SEE PLAN2x6 P.T. SILL W/ MIN. W/ 1/2"Øx10"ANCHOR BOLTS @ 72" O.C. W/MIN. 7" EMBEDMENT. & NOT MORETHAN 12" FROM CORNERS & ENDSCONC. SLAB,SEE PLANCONC. WALL, SEE PLANREBAR, SEE FOOTINGSCHEDULE0'-0" T.O. FINISH FLOORT.O. GRADE1/2" EXPANSION MATERIAL2" RIGID FOAM INSULATIONSCALE: TYPICAL SLAB JOINT DETAILS3/4" = 1'-0"2SD1.0SLAB + 4"8"U.N.O.SAWED OR FORMED JOINT @ CONTRACTORS OPTION.1)2)SAW CUT TO BE MADE AS SOON AS POSSIBLE3)WITHOUT DAMAGING SURFACE. RECOMMEND JOINT BE PLACED 10'-0" O.C."T" 4" "T" SEE PLANCONTROL JOINT8"U.N.O.CONSTRUCTION JOINTMAX. EA. WAY & RATIO 2:1 NOT EXCEEDEDCONC. SLAB, SEE PLANINDUCED CRACK4" OF 3/4" COMPACTED AGGREGATECONT. REINF. THRU JOINTCONC. SLAB, SEE PLAN4" OF 3/4" COMPACTED AGGREGATE(2) #4 BARS CONT. EA. SIDESCALE: THICKENED SLAB DETAIL3/4" = 1'-0"3SD1.0CONC. SLAB, SEE PLANSEEPLANSEE PLAN (2) #4 BARS CONT.2x STUD WALL, SEE PLAN2x CONT P.T. SILL W/ HILTIX-CP 72 PINS @ 12" O.C.3"EDGE NAILINGEDGE NAILING2x BLKGPARAPET8d @ 4" O.C.2x BLKGSEE ARCH. DRAWINGS FOR PARAPET HEIGHT (66" MAX.)SCALE: TYPICAL TRUSS BEARING3/4" = 1'-0"6SD1.01-3/4"8d @ 4" O.C.2x6 END VERT.(MIN.)EDGE NAILINGEDGE NAILING2x BLKGPARAPET8d @ 4" O.C.2x BLKGSEE ARCH. DRAWINGSFOR PARAPET HEIGHT(PARAPET & BLKG @ 24"O.C. WHEN LESS THEN 66"OR @12" O.C. WHEN 66"-96")1-3/4"8d @ 4" O.C.2x6 END VERT.(MIN.)SIMPSON LSTI15CNTRD ACROSS TRUSS2x BLOCKINGFOR 2'-6" MIN.(4) 10d NAILSSCALE: GABLE BRACING 3/4" = 1'-0"5SD1.0TRUSS COMPANY TO ADD VERT.W/ 1.5KIP UPLIFT CAPACITYEQ(2) 12" THRU BOLTS(2) 12" THRU BOLTSWEDGE BLOCKEQSCALE: CHANNEL ATTACHMENT DETAIL3/4" = 1'-0"7SD1.0SCALE: CHANNEL POCKET DETAIL3/4" = 1'-0"8SD1.0SCALE: CHANNEL BEAM END CONNECTION3/4" = 1'-0"10SD1.1SCALE: TYPICAL CHANNEL LEDGER DETAIL3/4" = 1'-0"11SD1.0C-CHANNELSEE PLANP.E. TRUSS,SEE PLAN'C' CHANNELSEE PLANL2x2x14"(2) 12" BOLTS TYP. BOTH SIDESMETAL ROOFING(3) 5" OLYLOG SCREWS@ 32" O.C. MAX14"x4"x4" PLATE TAB(2) 12" THRU BOLTS2x WALL, SEE PLAN1/4TYP1/424"x24"x8" CONC FTG ATCONTRACTORS OPTIONSCALE: STEEL POST FOUNDATION DETAIL3/4" = 1'-0"12SD1.0(4) #4 BARS VERT.2'-0" MIN FTG. REINF. (2) #4 EACH WAY3" CLR 1'-6"8"GRADEGRADEHSS6x6x316"SONO TUBE(3) #3 TIES @ 3" O.C.ELSE 12" O.C.1/412"x10"x10"1-1/2" NON-SHRINK GROUTANCHOR BOLTS, SEE PLANCL 112"112"112"112"EQ EQ COL.14" TOP PLATE1/4L2x2x14"4" LONG(2) 12" THRU BOLTSSCALE:POST BEARING DETAIL3/4" = 1'-0"13SD1.0STEEL POST,PER PLAN1/41/41/41-6"'C' CHANNELSEE PLANBLOCKING AS NEEDED9SD1.0SCALE: CHANNEL POCKET DETAIL3/4" = 1'-0"9SD1.0L2x2x14"4" LONG(2) 12" THRU BOLTS34" THREADED ROD14" PLATENO PL REQ'D@ SIM CONDITIONSCALE: CHANNEL POCKET DETAIL3/4" = 1'-0"14SD1.0L2x2x14"4" LONG(2) 12" THRU BOLTS34" THREADED ROD14" PLATENO PL REQ'D@ SIM CONDITIONBLOCKING W/WEDGE AS REQUIREDROOF FRAMING, SEE PLANPARAPET8d @ 4" O.C.EDGE NAILING(4) 10d NAILSSCALE: TYP LEDGER DETAIL3/4" = 1'-0"15SD1.0ROOF SHEATHING, SEE PLANEDGE NAILING2x6 LEDGER W/ (2) 5" OLYLOGSCREWS @ 24" MAXEXTERIOR FINISH, SEE PLANEDGE NAILING, SEE PLAN2x BLKG FOR HANGERCONNECTIONNOTCH STUD FORCHANNEL BEAMNOTE: NO NOTCH & CHANNELBEAM @ SIM CONDITIONSIMPSON DTT2ZATTACHED TO STUDS IN WALL(2) 2x STUDS ATTACHEDTO DTT2Z BOTH ENDS, SEE S1.0BLK AS NEEDED(2) 5" OLYLOG SCREWS(2) 12" THRU BOLTSBLK AS NEEDED SCALE:DATE:CHECKED BY:JOB NO.:DRAWN BY:1102 N. FRANKLIN BLVD. NAMPA, ID 83687PH. # (208) 475-0023 FAX (208) 475-0044DESIGNED BY:12/01/2021AS NOTEDZELHEP2021-12305DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHOKW/JMRF,EA1811703/19/2020... ... ... ... ...SD1.0STRUCTURALDETAILS9 7 9 0SHAWNDREEERPR O F ESSIONALENGINREER EGISTEDERSTATEOFIDAH O12/11/21 12"ØMD12"Ø - 4 way570CD12"Ø - 4 way570CDMD10"Ø16"x12"16"x12"MD8"Ø8"Ø - 2 way100CD-1MD10"Ø10"Ø - 4 way250CD-1MD10"Ø10"Ø - 3 way300CD-1MD12"Ø21x21895RG22"x14"21x21895RG22"x14"T12EF-113517 LBS.RTU-11790747 LBS.#SYMBOL USED FOR NOTE CALLOUT:ROUTE RETURN AND SUPPLY DUCTS UP THRU ROOF AND TRANSITIONTO UNIT AS REQUIRED. PROVIDE TURNING VANES IN ELBOWS AND AFLEXIBLE DUCT CONNECTION AS UNIT.6"Ø EXHAUST DUCT UP THRU ROOF, TO ROOK JACK / CAP.12M1.1FLOOR PLANMECHANICALFLOOR PLAN - MECHANICAL1SCALE: 1/4" = 1'-0"PROJECTNORTHKEYNOTES101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGSF = 795#DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 84107ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE(2019 IMC) LATEST EDITION, AND ALL LOCAL AND STATE CODES.ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED PLUMBING CODE,AND ALL LOCAL AND STATE CODES.ALL MECHANICAL AND PLUMBING EQUIPMENT EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTSTHROUGH ANY STRUCTURE MEMBER.MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHERTRADES TO AVOID CONFLICTS.THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGE WITH THE ELECTRICAL DRAWINGS BEFORE ORDERINGMOTORIZED EQUIPMENT AND CONTROLS.SEE MECHANICAL SCHEDULE SHEET FOR SCHEDULE CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIED.DOMESTIC WATER SERVICE IS PROVIDED WITH A DOUBLE CHECK BACKFLOW PREVENTER.ALL MECHANICAL EQUIPMENT TO BE PROPOSED MUST BE ON THE APPROVED LIST PRIOR TO SUBMITTALS. ALL APPROVEDMANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT.RUNOUT AND HOODUP SIZES TO INDIVIDULE PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULE.PROVIDE REMOTER CEILING ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERSLOCATED ABOVE HARD CEILINGS.PAINT ALL VTR'S FLUES, EXHAUST CAPS, AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR.INSULATED FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO GRILLES AND DIFFUSERS, IN LENGTH OF 6'-0" OR LESS.MAINTAIN MINIMUM OF 10'-0" DISTANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OR GAS FLUE DISCHARGES.THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BE A CERTIFIED BACKFLOWTECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM.LOCATED ACCESS HATCHES SO AS TO PROVIDE OPTIMUM SERVICEABILITY TO EQUIPMENT AND/OR VALVING. SEE ARCHITECTURALSPECIFICATION FOR TYPE AND COLOR. COORDINATE LOCATION WITH STRUCTURAL AND LIGHTING.WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THESCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.MECHANICAL GENERAL NOTES1)2)3)4)5)6)7)8)9)10)11)12)13)14)14)16)17)COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE IS REQUIRED FOR THISPROJECT. THESE NOTED COVER MANDATORY REQUIREMENTS OF THE CODE. ADDITIONAL REQUIREMENTS ARE NOTED ON THEDRAWINGS AND IN THE SPECIFICATIONS.MINIMUM REQUIREMENTS FOR SUPPLY AND RETURN DUCTWORK INSULATION:R-6: DUCTS LOCATED IN UNCONDITIONED SPACES (SPACE NEITHER HEATED NOR COOLED SUCH AS ABOVE CEILING SPACES, WALL SPACES, DUCT CHASES, SOFFITS, ATTICS, CRAWL SPACES, UNHEATED BASEMENTS, AND UNHEATED GARAGES).R12: DUCTS LOCATED OUTSIDE OF THE BUILDING'S INSULATING ENVELOPE (SUCH AS ABOVE THE ATTIC INSULATION).TYPICAL INSULATION THICKNESS REQUIRED TO MEET THESE REQUIREMENTS:FIBERGLASS DUCT WRAP: R-6, R-12.FIBERGLASS DUCT LINER: R-6, R-12.CONTRACTOR SHALL VERIFY WITH THE MANUFACTURER, THE R-VALUES OF THE ACTUAL INSULATION USED. R-VALUES SHALL BEINSTALLED VALUES.WHERE DUCTS USED FOR COOLING AND EXTERNALLY INSULATED, THE INSULATION SHALL BE COVERED WITH A VAPOR RETARDERHAVING A MAXIMUM PERMEANCE OF 0.05 PERM OF ALUMINUM FOIL HAVING A MINIMUM THICKNESS OF 2 MILS. INSULATION HAVING APERMEANCE OF 0.05 PERS OF LESS SHALL NOT BE REQUIRED TO BE COVERED. ALL JOINTS AND SEAMS SHALL BE SEALED TOMAINTAIN THE CONTINUITY OF THE VAPOR RETARDER.ALL DUCT JOINTS, SEAMS, AND CONNECTIONS SHALL BE FASTENED AND SEALED WITH WELDS, GASKETS, ADHESIVES,MASTIC-PLUS-EMBEDDED-FABRIC SYSTEM, OR TAPES. TAPES AND MASTICS SHALL BE LISTED AND LABELED PER UL181A ORUL181B. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS, DUCT CONNECTIONS TO FLANGES OR EQUIPMENTSHALL BE SEALED AND MECHANICALLY FASTENED. MINIMUM REQUIREMENTS (THICKNESS) FOR PIPING INSULATION SHALL BE AS FOLLOWS: FLUID NOMINAL PIPE DIAMETER 1/2" TO <1-1/2" 1-1/2" TO < 4" 4" AND ABOVETHE ABOVE INSULATION IS BASED ON HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2=°F.DOMESTIC HOT WATER PIPING SYSTEMS SHALL BE INSTALLED WITH 1" INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27BTU-INCH/HOUR-°F.DOMESTIC WATER HEATERS WHICH ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS AND SERVE NONCIRCULATION SYSTEMSSHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING AT THE WATER HEATER.DOMESTIC HOT WATER SYSTEMS WITH RECIRCULATION PUMPS OF ELECTRIC HEAT TRACE SHALL BE CONTROLLED WITH 7-DAY TIMECLOCKS.AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO ISSURANCE OF A CERTIFICATE OF OCCUPANCY. THE O&MMANUAL SHALL CONTAIN THE FOLLOWING INFORMATION AS A MINIMUM. EQUIPMENT CAPACITY (INPUT & OUTPUT).EQUIPMENT OPERATING AND MAINTENANCE INSTRUCTION.CONTROL SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, ANDCONTROL SEQUENCES.CONTROL SYSTEM SETPOINT SHALL BE SHOWN ON CONTROL DRAWINGS, AT CONTROL DEVICES, OF IN PROGRAMMINGCOMMENT ON DDC SYSTEMS. A COMPLETE WRITTEN NARRATIVE ON HOW EACH MECHANICAL SYSTEM ID INTENDED TO OPERATE.ENERGY CODE COMPLIANCE1. REFRIGERANT SEE SPECIFICATIONSA.B.C.D.E.F.G.H.I.J.1)2)3)4)5)1)2)1)2)EXISTING DUCTWORKSYMBOL DESCRIPTIONMDFDSDSUPPLY AIR (S.A.)RETURN AIR (R.A.)TURNING VANESMANUAL DAMPERFIRE DAMPERSMOKE DAMPER*SYMBOL LEGEND*EF-6 6001759x9-4 CDRTEFSYMBOLCAPACITYEQUIPMENTSIZETYPEPATTERNCFMDIFFUSER ORGRILLECDRGCD-1EXHAUST FANROOFTOP AIR CONDITIONING UNITCEILING DIFFUSER (GYPSUM CEILING)RETURN AIR GRILLE (LAY-IN CEILING)CEILING DIFFUSER (LAY-IN CEILING)*MECHANICAL CALLOUT*12-23-2021 M1.2MECHANICALNOTES/DETAILSDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 84107*DIFFUSER AND GRILLE SCHEDULE*DESCRIPTIONSYMBOL FRAME FOR MOUNTING IN 24" x 24" T-BAR GRID SIZE AND DIFFUSION PATTERN ON THE DRAWINGSCD CEILING SUPPLY DIFFUSER SQUARE PLAQUE TYPE SUPPLY DIFFUSER 4 FULLY ADJUSTABLE CONES MINIMUM 24" x 24" FACE FULLY LOUVERED WHITE POWDER COAT FINISH ALL ALUMINUM CONSTRUCTION PRICE TITUS KRUEGER TUTTLE AND BAILEY CARNEST1100SHPAPLQDATASPD METAL-AIR5750 FRAME FOR MOUNTING IN GYPSUM BOARD CEILING SIZE AND DIFFUSION PATTERN ON THE DRAWINGSCD-1 CEILING SUPPLY DIFFUSER SQUARE PLAQUE TYPE SUPPLY DIFFUSER 4 FULLY ADJUSTABLE CONES MINIMUM WHITE POWDER COAT FINISH ALL ALUMINUM CONSTRUCTIONPLQ5750ASPDDATT1100 TITUS TUTTLE AND BAILEY METAL-AIR CARNES KRUEGER PRICESHPA FRAME FOR MOUNTING IN 24" x 24" T-BAR GRID SIZE SHOWN ON THE DRAWINGS ALL ALUMINUM CONSTRUCTION WHITE POWDER COAT FINISH 24" x 24" OR 24" x 12" FACE EGG CRATE TYPE RETURN GRILLERG CEILING RETURN DIFFUSEREG10-8250F- TITUS TUTTLE AND BAILEY METAL-AIR KRUEGER PRICERAEA CARNESNOTES:DIFFUSER SIZING IS BASED ON AIR BEING INTRODUCED AN 25 DEGREES F.TEMPERATURE DEFERENTIAL, AND AIR BEING DIFFUSED AT THE FIVE FOOTLEVEL TO A VELOCITY NOT GREATER THAN 50 FPM. DIFFUSERS SELECTEDSO AS NOT TO EXCEED THE NC-30 CURVE.REGISTER AND GRILLE SIZING IS SELECTED SO AS NOT TO EXCEED THENC-30 CURVE.MANUFACTURER SHALL GUARANTEE TO MEET THE ABOVE PERFORMANCEFACTORS AND REPLACE ALL DIFFUSERS WHERE REQUIRED.MECHANICAL INSULATION SCHEDULEMECHANICAL GENERAL NOTESCODES RULES AND REGULATIONS: ALL WORK SHALL CONFORM TO ALL APPLICABLE LOCAL AND STATE CODES. WHENEVER INDICATED MATERIAL WORKMANSHIP, ARRANGEMENT OR CONSTRUCTION IS OF HIGHER QUALITY OR CAPACITY THAN THAT REQUIRED BY THE ABOVE CODES, THE DRAWING AND OR SPECIFICATION SHALL GOVERN. SHOULD THERE BE ANY DIRECT CONFLICT BETWEEN THE STATE OR LOCAL CODES, LAWS OR REGULATION AND THE DRAWING AND OR SPECIFICATIONS THE CODES, LAWS OR REGULATIONS SHALL GOVERN.STANDARDS: INTERNATIONAL BUILDING CODE 2018 EDITION INTERNATIONAL PLUMBING CODE 2018 EDITION INTERNATIONAL MECHANICAL CODE 2018 EDITION INTERNATIONAL FUEL GAS CODE 2018 EDITION SMACNA DUCT CONSTRUCTION STANDARD, METAL AND FIBERGLASS SMACNA FIRE DAMPER GUIDE FOR AIR HANDLING SYSTEMS SMACNA MANUAL FOR BALANCING AND ADJUSTING OF AIR DISTRIBUTION SYSTEMS. SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL EQUIPMENT NFPA 101 LIFE SAFETY CODES. NFPA 90A INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS. NFPA 90B INSTALLATION OF WARM AIR HEATING SYSTEMS. NFPA 91 INSTALLATION OF BLOWER AND EXHAUST SYSTEMS THE STATE OF UTAH " BOILER AND PRESSURE VESSEL REGULATIONS"EXAMINATION OF SITE: THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS BEFORE SUBMITTING ANY PROPOSAL. NO ADDITION COST WILL BE ALLOWED FOR FAILURE TO VISIT THE SITE.WORKING DRAWINGS AND MEASUREMENTS: THESE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVER OFFSET AND BEND THAT MAY BE NEEDED TO INSTALL THE WORK. THE CONTRACTOR SHALL COORDINATE THE DRAWINGS OF ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO THE CIVIL, ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL. THESE DRAWINGS SHALL NOT BE SCALED FOR ROUGH IN OR AS SHOP DRAWINGS.EQUIPMENT SUBMITTALS: PROVIDE ALL AT ONE TIME IN A THREE RING BINDER SIX COPIES OF EQUIPMENT PROPOSED TO BE USED ON THIS PROJECT. REGARDLESS OF ANY INFORMATION OUTLINED IN THE SUBMITTALS OR SHOP DRAWINGS, THE REQUIREMENTS OF THE DRAWINGS MUST FOLLOWED AND AR NOT WAIVED OR SUPERSEDED IN ANY WAY BY THE SUBMITTALS OR SHOP DRAWING REVIEW.CAULKING AND SEALING: ALL SPACES BETWEEN DUCTS AND SLEEVES THROUGH FIRE WALLS, FIRE PARTITIONS, FLOORS, AND CEILINGS SHALL CAULKED WITH ONE INCH FILL OF 3M "FIRE BARRIER". CAULKING MUST BE ON BOTH SIDES OF FIRE RATED WALLS. SUPERVISION AND WORKMANSHIP: PROVIDE THE SERVICES OF AN EXPERIENCED FORMAN WHO SHALL BE IN CHARGE OF ALL INSTALLATION. ALL WORKMANSHIP SHALL BE OF FIRST QUALITY. NONE BUT COMPETENT MECHANICS SHALL BE EMPLOYED IN THE WORK. SHODDY WORKMANSHIP WILL BE CAUSE FOR REJECTION AND REPLACEMENT OF WORK WITHOUT ADDITIONAL COST.COOPERATION WITH OTHER TRADES: REFER TO ALL THE DRAWINGS COVERING WORK OF ALL TRADES, WHICH IS CARRIED ON IN CONJUNCTION WITH THE WORK SUCH THAT ALL WORK CAN PROCEED WITHOUT INTERFERENCE RESULTING FROM LACK OF COORDINATION.MANUFACTURERS INSTRUCTIONS: THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS INSTALLATION INSTRUCTION EXPLICITLY IN THE INSTALLATION OF ALL ITEMS OF EQUIPMENT.COMPLETION REQUIREMENTS: ALL SYSTEMS SHALL BE TESTED BY THE CONTRACTOR TO DEMONSTRATE THE ALL EQUIPMENT FURNISHED AND INSTALLED OR CONNECTED FUNCTION IN THE MANNER REQUIRED. ADJUSTMENTS, OPERATION, ETC. ADJUST ALL REGULATORS. OPEN AND CLOSE ALL VALVES SEVERAL TIMES TO INSURE SEAL.CLEANING: REMOVE DEBRIS AND TRASH FROM DUCTWORK AND VACUUM IF REQUIRED. PAINT INSIDE OF ALL DUCTS VISIBLE THROUGH GRILLES AND REGISTERS WITH FLAT BLACK ENAMEL. REMOVE SHIPPING LABELS AND OTHER TAGS AND WIPE ALL EQUIPMENT CLEAN. TESTING AND BALANCING: AT THE COMPLETION OF THE JOB THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TESTING AND BALANCING CONTRACTOR. PROVIDE ALL TOOLS , EQUIPMENT AND INSTRUMENTS REQUIRED FOR THE TEST AND BALANCING PROCEDURES. TEST AND BALANCE BOTH THE AIR SYSTEMS AND THE HYDRAULIC SYSTEMS. SUBMIT 4 COPIES OF COMPLETE TEST AND BALANCING REPORTS COMPLETE WITH HALF SCALE DRAWINGS INDICATING THE AIR OPENING NUMBERS AND FLOW STATION NUMBERS THAT CORRESPOND TO THE NUMBERING SYSTEMS IN THE REPORTS IDENTIFY AND LIST SIZE TYPE AND MANUFACTURER OF ALL EQUIPMENT. MAKE ALL ADJUSTMENTS TO DAMPERS, DRIVES AND BALANCE VALVES TO OBTAIN THE DESIGN FLOW QUANTITIES . FLOW QUANTITIES SHALL BE WITHIN PLUS OR MINUS 5% OF DESIGN.GUARANTEE: BY THE ACCEPTANCE OF AN CONTRACT AWARD FOR THE WORK HERE IN DESCRIBED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR ASSUMES THE FULL RESPONSIBILITY IMPOSED BY THE GUARANTEE AS SET FORTH HEREIN, AND SHALL PROTECT HIMSELF THROUGH PROPER GUARANTEES FROM EQUIPMENT VENDORS AND FROM SUBCONTRACTORS AS THEIR INTERESTS MAY APPEAR. 1. THAT THE ENTIRE MECHANICAL SYSTEMS SHALL BE QUIET IN OPERATION. 2. THAT THE CIRCULATION OF WATER SHALL BE COMPLETE AND EVEN INCLUDING THE DOMESTIC HOT WATER SYSTEM. 3. THAT HE WILL MAKE PROMPTLY UPON NOTICE, FREE OF CHARGE, ANY REPAIRS NECESSARY DUE TO DEFECTIVE MATERIALS OR MATERIALS OR WORKMANSHIP THAT MAY OCCUR DURING A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. FIVE YEARS FOR AIR CONDITIONING COMPRESSORS.COORDINATE ALL SUSPENDED EQUIPMENT WITHARCHITECTURAL REFLECTED CEILING PLAN.IT IS THE RESPONSIBILITY OF THE MECHANICALCONTRACTOR TO COORDINATE HIS WORK WITH ALL OTHERTRADES.COORDINATE ALL ROOF MOUNTED MECHANICAL EQUIPMENT WITH STRUCTURAL PLANS. THE MECHANICALCONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONALSTRUCTURE REQUIRED TO SUPPORT THE EQUIPMENT IFEQUIPMENT WEIGHT AND DIMENSIONS EXCEED WHAT HASBEEN SCHEDULED AND SHOWN ON THE DRAWINGS.COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURALDRAWINGS.ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. INCREASE SIZES AS REQUIRED FOR DUCT LINER.ALL EQUIPMENT DESIGNED TO BE FIXED IN POSITIONSHALL BE SECURELY FASTENED IN PLACE.*GENERAL NOTES*ALL QUESTION MUST BE SUBMITTED TO THE ARCHITECT IN THEFORM OF AN RFI. ANY RFI SENT DIRECTLY TO ENGINEER WILLBE RETURNED UNREAD.ANY RFI's THAT HAVE BEEN CORRECTED OR APPROVED BY THE ENGINEER WILL BE JUST FOR CLARIFICATION, AND DOES NOT CONSTITUTE A CHANGE ORDER.CHANGE ORDERS MUST BE SUBMITTED TO THE ARCHITECT,THE CHANGE ORDER SHALL BE COMPLETE BY LISTING THEFINAL PRICING WITH PROPER BREAKDOWN AND DOCUMENTATION.POSSIBLE TIME EXTENSION OR DELAY AND THE ASSOCIATEDCOST FOR THE TIME EXTENSION OR DELAY. MATERIAL ANDLABOR COST.RFI's WITH BE RETURNED TO ARCHITECT FROM ENGINEERWITHIN 5 WORKING DAYS.CHANGE ORDERS WILL BE RETURNED TO ARCHITECT FROMENGINEER WITHIN 15 DAYS.DO NOT PROCEED WITH RFI UNTIL CHANGE ORDER HAS BEEN APPROVED BY ARCHITECT, OWNER AND ENGINEER. IF CONTRACTORDOES SO IT WILL BE AT THERE OWN RISK.IF TIME EXTENSIONS AND/OR DELAYS ARE INCURRED DUE TO FAILURETO ISSUE AN RFI, CHANGE REQUEST, CHANGE ORDER, OR IMPROPERAND/OR INCOMPLETE DOCUMENTATION THE COST ASSOCIATED WITHTHE DELAY WILL BE BORNE BY THE CONTRACTOR.NOTES:ALL INSULATION SHALL HAVE SURFACE BURNING CHARACTERISTICS, AS TESTEDBY ASTM E84, UL723 OR NFPA 255 NOT EXCEEDING : FLAME SPREAD 25 ANDSMOKE DEVELOPED 50.COMPOSITE SHALL INCLUDE INSULATION JACKETING AND ADHESIVES USE TOSECURE JACKETING OR FACING. ALL ACCESSORY ITEMS SUCH AS PVCJACKETING AND FITTINGS, ADHESIVES, MASTIC, CEMENT, TAPE AND CLOTH SHALLHAVE SAME COMPONENT RATING AS ABOVE.THERMAL DUCT WRAP: FIBERGLASS BLANKET INSULATION: THERMAL CONDUCTIVITY OF 0.28 BTU-INPER SQ FT PER HOUR AT 75 DEG F MEAN TEMPERATURE. MINIMUM DENSITY OF ONE POUND PER CUBIC FOOT. JACKETED WITH ALUMINUM FOIL REINFORCED WITH FIBERGLASS SCRIM LAMINATED KRAFT FACING.THERMAL DUCT WRAP INSTALLATION: WRAP ALL SUPPLY, RETURN, AND OUTSIDE AIR WITH 1-1/2" DUCT WRAP IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. DUCT THAT ARE INTERNALLY LINED NEED NOT BE WRAPPED.DUCTWORK IN UNCONDITIONED SPACES ALL DUCTWORK RUNNING THROUGH UNCONDITIONED SPACES MUST HAVE A MINIMUM R-12 INSULATION.GRIP NAILS SHALL BEINSTALLED BY "GRIP NAILAIR HAMMER" OR BYAUTOMATIC FASTENEREQUIPMENTTOP AND BOTTOMSECTION OF LINERSHALL OVERLAPTHE SIDESGALV. IRONDUCT1" OR 2" THICKDUCT LINERLINER TO BE ADHERED TODUCT WITH 100% ADHESIVE(MIRACLE PF96)ALL ENDS OF LINER TO BECOATED WITH ADHESIVE(MIRACLE PF96)ENDS OF LINER SHALL BEBUTTED FIRMLY TOGETHERMETAL FASTENERS:OMARK INSUL-PINS,DURA DYNE FASTENERSOF GRIP NAILS.1" OR 2" THICK DUCTLINER12" O.C. MAX.(TYPICAL)NOT MORE THAN 1"FROM EDGE OF LINER*DETAIL* DUCT LINERSCALE: NONEM1XXXNOTE:NOTE:*DETAIL* ROOFTOP UNIT HOLD DOWNSCALE: NONEM167XXXUNIT BASE RAIL16 GA. HOLD DOWN CLIPATTACH TO UNIT(4) #10x1/2"TEX SCREWS (8",11")(5) #10x1/2"TEX SCREWS (14")ATTACH TO CURB(8) #10x1/2"TEX SCREWS (8",11")(10) #10x1/2"TEX SCREWS (14")WOOD NAILERFULL PERIMETERUNITADETAIL ASUPPLYRETURNMICRO-HOLD(TYP EACHCORNER)1/4" DIA. x 1" LAG BOLT@ 18" O.C.NOTE:THE HOLD DOWN CLIPS AND ROOF ANCHORS SHALL BE DESIGNED FOR THESPECIFIC ROOFTOP UNIT PROVIDED ONTHE PROJECT. SUBMIT THE SEISMICATTACHMENT TO THE AHJ PRIOR TOINSTALLATION. SEE THE SEISMIC NOTESON THE DETAIL SHEETS.XXX*DETAIL* CEILING DIFFUSER (CD)DIFFUSER MAYSCALE: NONEBE FLEX DUCTDIFFUSERLAST 5'-0" TONOTE:ACOUSTICALLINE WITH 1"LININGT-BAR CEILINGM12DIFFUSER NECK2" LARGER THANHANGER STRAPSSA DUCT2" LARGER THANW/ LOCKING DUCTINSULATEDBALANCING DAMPER OBD (OPPOSED BLADE DAMPER)MAIN BRANCHSA DUCTQUADRATHANGER STRAPSHANGER STRAPSBE FLEX DUCTDIFFUSERNOTE:LAST 3'-0" TODIFFUSER MAYGYPSUM CEILING2" LARGER THAN2" LARGER THANDIFFUSER NECKSA DUCT*DETAIL* CEILING DIFFUSER (CD-1)SCALE: NONEM16XXXLININGACOUSTICALLINE WITH 1"DUCTINSULATEDOBD (OPPOSED BLADE DAMPER)W/ LOCKING BALANCING DAMPER QUADRATHANGER STRAPSSA DUCTMAIN BRANCH12-23-2021 M1.3COMcheckDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 8410712-23-2021 M1.4COMcheckDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 8410712-23-2021 WC-1L-1FD-1FS-1FS-1FS-1FD-2FD-2FS-1FS-1FS-1FCOSS-1FS-1FS-2HS-1OFD-1RD-1DN-1RDCO 167 SQ. FT.RDRDRDRDRDRD-1639 SQ. FT.OFD-1DN-1RD RD 4"4"4"4" V.T.R.2"3"3"3"3"3"3"WCOWCO3" 3" 3" 4"WCO4" V.T.R.4"2"3"1233455WCOCOTGWCO3"2"3"2"3"2"3"3"3" 3"WCO4"4"4" 3"3" V.T.R.WCOWCO4" 3"3"4"3" 3"GI-12"2"#SYMBOL USED FOR NOTE CALLOUT:DRAIN THREE COMPARTMENT SINK TO FS-24" SANITARY SEWER LINE FROM BUILDING. SEE CIVIL DRAWINGS FOR CONTINUATION.12ROOF AND OVERFLOW DRAIN DOWN FROM ROOF.33" ROOF DRAIN DOWN IN WALL TO BELOW GRADE THEN OUT TO STORM DRAIN, SEECIVIL DRAWINGS FOR CONTINUATION.4OVERFLOW ROOF DARIN DOWN IN WALL, TERMINATE AT 18" A.F.F. WITH DN-1 ASSHOWN.5AP1.1WASTE ANDVENT PIPINGFLOOR PLAN - WASTE AND VENT PIPING1SCALE: 1/4" = 1'-0"PROJECTNORTHKEYNOTES101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGBC.1DE654321102103101104 106SF = 7952.1C#DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 84107*DRAINAGE FIXTURE UNITS*2018 INTERNATIONAL PLUMBING CODE QTY.FIXTUREGALLONS PER MINUTETOTAL FIXTURE UNITSPIPE SIZE14.759.752"18.0COLDSUPPLY FIXTURE UNITS (wsfu)LOAD VALUES, IN WATEROCCUPANCYTYPE OFCONTROLSUPPLYTOTALHOTQTY.FIXTURE TYPEDRAINAGE FIXTURE UNITFACTORSVALUE AS LOADMINIMUM SIZEOF TRAP(inches)10FLOOR DRAIN20.02"2018 INTERNATIONAL PLUMBING CODETOTAL FIXTURE UNITSPIPE SIZE31.04" 1 1 3WATER CLOSET, PUBLIC (1.6 GPM)SINKLAVATORY4.0NOTE a2.03.01-1/2"1-1/4"TRAP SIZE SHALL BE CONSISTENT WITH THE FIXTURE OUTLET SIZE.FOR THE PURPOSE OF COMPUTING LOADS ON BUILDING DRAINS AND SEWERS, WATERCLOSETS OR URINALS SHALL NOT BE RATED AT A LOWER DRAINAGE FIXTURE UNITUNLESS THE LOWER VALUES ARE CONFIRMED BY TESTING.ab*WATER FIXTURE UNITS*SERVICE SINKLAVATORY 1 3FAUCETFAUCETOFFICEPUBLIC2.254.52.253.04.56.0KITCHEN SINK 1FAUCETHOTEL3.03.04.018.80WATER CLOSET 1FLUSH TANKPUBLIC5.05.0FOR FIXTURE NOT LISTED, LOADS SHOULD BE ASSUMED BY COMPARING THE FIXTURE TOONE LISTED USING WATER IN SIMILAR QUANTITIES AND AT SIMILAR RATES. THE ASSIGNEDLOADS FOR FIXTURES WITH BOTH HOT AND COLD WATER SUPPLIES ARE GIVEN FOR SEPARATEHOT AND COLD WATER LOADS AND FOR TOTAL LOAD, THE SEPARATE HOT AND COLD WATERLOADS BEING THREE-FOURTHS OF THE TOTAL LOAD FOR THE FIXTURE IN EACH CASE.a*BUILDING DRAINS AND SEWERS*QTY.FIXTUREBTUH*NATURAL GAS REQUIREMENTS*CFH 1ROOFTOP UNITWATER HEATER80,50097 1157,000189DEVELOPED PIPE LENGTH70'-0"BUILDING GAS PRESSURETOTALS237,5004 OZ.286SIZE OF BUILDING GAS MAIN1-1/4"SLOPE PER FOOTMAXIMUM NUMBER OF DRAINAGE FIXTURE UNITSCONNECTED TO ANY PORTION OF THE BUILDING DRAINOR THE BUILDING SEWER, INCLUDING BRANCHESOF THE BUILDING DRAIN. a1/16 INCH1/8 INCH1/4 INCH1/2 INCHDIAMETEROF PIPE(INCHES)1-1/4"1-1/2"2"2-1/2"3"4"5"6"3907001803642216480840242113502505751,000312613THE MINIMUM SIZE OF ANY BUILDING DRAIN SERVING A WATER CLOSET SHALL BE 3 INCHES. 1SERVICE SINK2.01-1/2"b*HORIZONTAL STORM DRAIN PIPE SIZE*SIZE OFHORIZONTALPIPING(inches)HORIZONTALLY PROJECTED ROOF AREA (square feet)RAINFALL RATE (inches per hour)1/8 unit vertical in 12 units horizontal (1-percent slope)13,2887,52013,36021,4001/4 unit vertical in 12 units horizontal (2-percent slope)4,64010,60018,880RATES OF RAINFALL FOR VARIOUS CITIESREXBURG1.7 INCHES PER HOUR345634521,6443,7606,68010,7002,3205,3009,44031,0962,5064,4537,1331,5463,5336,29348221,8003,3405,3501,1602,6504,72056571,5042,6724,2809282,1203,77665481,2532,2273,5667731,7663,14612-23-2021 WC-1L-1HB-1HWFWCWHCWSHWR2FW10E-02E-05E-05E-06bE-06aE-13E-17E-22S-09S-09aE-24E-12E-23S-14S-14aS-05S-05aHWFWCWHCWSHWR29933HWR CWS HW CWH FWHB-14104GGG 1-1/4"1"3/4"1" HW3/4" FW3/4" CW (H)3/4" CW (S)3/4' HWR3/4" HW1/2" FW3/4" CW (H)3/4" CW (S)3/4' HWR3/4" 1/2"3/4"1/2"3/4"1/2"1/2"1" HW3/4" FW3/4" CW (H)3/4" CW (S)3/4' HWRHB-1FOR CHEMICAL DISPENSER6M-03M-04WS-1WH-18752"2"2"PRV-1SHUT-OFF VALVEAT 12" A.F.F.STUB 1/2" SOFTENED HOT OR COLD WATER LINE UP AS EQUIPMENT LOCATION.COORDINATE EXACT STUB UP POINT WITH FIXTURE LOCATIONS PER ARCHITECTURALDRAWINGS.STUB 1/2" SOFTENED COLD WATER AND 1/2" SOFTENER FILTERED COLD WATER LINEDOWN IN WALL AND CONNECT TO FIXTURES AS REQUIRED. COORDINATE EXACTTERMINATION POINT WITH FIXTURE CUT SHEETS.STUB SOFTENED, FILTERED COLD WATER LINE DOWN IN WALL TO FIXTURECONNECTION POINT. ROUTE WATER LINES TO SODA GUNS PER CUT SHEET.STUB 1/2" SOFTENED HOT AND COLD WATER LINE DOWN IN WALL TO FIXTURECONNECTION POINT. COORDINATE EXACT TERMINATION POINT WITH FIXTURE CUTSHEETS.3" COMBUSTION AIR AND FLUE FROM WATER HEATER UP THRU ROOF, TERMINATEWITH MANUFACTURES CONCENTRIC FLUE ADAPTER.NEW 7" WC GAS METER TO BE INSTALLED BY LOCAL GAS COMPANY. TOTAL CONNECTIONLOAD IS 237.5 MBH (286 CFH) AT 70 FT. EQUIVALENT LENGTH.2" DOMESTIC WATER LINE TO BUILDING FROM 1-1/2" METER. SEE CIVIL DRAWINGS FORCONTINUATION.3/4" GAS LINE UP THRU ROOF FROM CONNECTION TO RUT-1.PIPING ROUTED DOWN WALL AND BELOW STAB TO SPECIFIED EQUIPMENT.STUB 1/2" SOFTENED FILTERED COLD WATER LINE DOWN IN WALL AND CONNECT TO FIXTURES AS REQUIRED. COORDINATE EXACT TERMINATION POINT WITH FIXTURECUT SHEETS.#SYMBOL USED FOR NOTE CALLOUT:12345678910AP1.2WATER ANDGAS PIPINGFLOOR PLAN - WATER AND GAS PIPING1SCALE: 1/4" = 1'-0"PROJECTNORTHKEYNOTES101SEATING102ROOMREST103MECH104AREAWORK105RECEIVINGBC.1DE654321SF = 7952.1C#DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 84107SYMBOLDESCRIPTIONABBREVIATIONSOIL OR WASTE (ABOVE FLOOR)S OR WSOIL OR WASTE (BELOW GRADE OR FLOOR)S OR WRDROOF DRAIN (ABOVE FLOOR)RDRDRDROOF DRAIN (BELOW GRADE OR FLOOR)OFDOFDOFDOFDOVERFLOW ROOF DRAIN (ABOVE FLOOR)OVERFLOW ROOF DRAIN (BELOW GRADE)VENTVCOLD WATERCWHOT WATERHWRECIRCULATING HOT WATERRHWGNATURAL GASVENT THRU ROOFVTRWCOFCOCOCOTGWCOFCOCOCOTGWALL CLEAN OUTFLOOR CLEAN OUTCLEAN OUTCLEAN OUT TO GRADE*PLUMBING LEGEND*PRESSURE GAUGESTRAINERPUMPPRESSURE REDUCING VALVERELIEF VALVEPPRVGATE VALVEGAS COCKBALL VALVEBALANCING VALVEBACKFLOW PREVENTERAUTOMATIC CONTROL VALVEDRAINGAS PRESSURE REDUCING VALVECHECK VALVEDBFPUNIONTHERMOMETERVALVE IN RISERTHREE WAY MIXING VALVE12-23-2021 P1.3PLUMBINGNOTESDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 84107PLUMBING PIPING SCHEDULESYMBOLDESCRIPTIONPLUMBING INSULATION SCHEDULEPLUMBING GENERAL NOTESCODES RULES AND REGULATIONS: ALL WORK SHALL CONFORM TO ALL APPLICABLE LOCAL AND STATE CODES. WHENEVER INDICATED MATERIAL WORKMANSHIP, ARRANGEMENT OR CONSTRUCTION IS OF HIGHER QUALITY OR CAPACITY THAN THAT REQUIRED BY THE ABOVE CODES, THE DRAWING AND OR SPECIFICATION SHALL GOVERN. SHOULD THERE BE ANY DIRECT CONFLICT BETWEEN THE STATE OR LOCAL CODES, LAWS OR REGULATION AND THE DRAWING AND OR SPECIFICATIONS THE CODES, LAWS OR REGULATIONS SHALL GOVERN.STANDARDS: INTERNATIONAL BUILDING CODE 2018 EDITION INTERNATIONAL PLUMBING CODE 2018 EDITION INTERNATIONAL MECHANICAL CODE 2018 EDITION INTERNATIONAL FUEL GAS CODE 2018 EDITION THE STATE OF UTAH " BOILER AND PRESSURE VESSEL REGULATIONS"EXAMINATION OF SITE: THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS BEFORE SUBMITTING ANY PROPOSAL. NO ADDITION COST WILL BE ALLOWED FOR FAILURE TO VISIT THE SITE.WORKING DRAWINGS AND MEASUREMENTS: THESE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVER OFFSET AND BEND THAT MAY BE NEEDED TO INSTALL THE WORK. THE CONTRACTOR SHALL COORDINATE THE DRAWINGS OF ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO THE CIVIL, ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL. THESE DRAWINGS SHALL NOT BE SCALED FOR ROUGH IN OR AS SHOP DRAWINGS.EQUIPMENT SUBMITTALS: PROVIDE ALL AT ONE TIME IN A THREE RING BINDER SIX COPIES OF EQUIPMENT PROPOSED TO BE USED ON THIS PROJECT. REGARDLESS OF ANY INFORMATION OUTLINED IN THE SUBMITTALS OR SHOP DRAWINGS, THE REQUIREMENTS OF THE DRAWINGS MUST FOLLOWED AND AR NOT WAIVED OR SUPERSEDED IN ANY WAY BY THE SUBMITTALS OR SHOP DRAWING REVIEW.CAULKING AND SEALING: ALL SPACES BETWEEN PIPES AND SLEEVES THROUGH FIRE WALLS, FIRE PARTITIONS, FLOORS, AND CEILINGS SHALL CAULKED WITH ONE INCH FILL OF 3M "FIRE BARRIER". CAULKING MUST BE ON BOTH SIDES OF FIRE RATED WALLS. SUPERVISION AND WORKMANSHIP: PROVIDE THE SERVICES OF AN EXPERIENCED FORMAN WHO SHALL BE IN CHARGE OF ALL INSTALLATION. ALL WORKMANSHIP SHALL BE OF FIRST QUALITY. NONE BUT COMPETENT MECHANICS SHALL BE EMPLOYED IN THE WORK. SHODDY WORKMANSHIP WILL BE CAUSE FOR REJECTION AND REPLACEMENT OF WORK WITHOUT ADDITIONAL COST.COOPERATION WITH OTHER TRADES: REFER TO ALL THE DRAWINGS COVERING WORK OF ALL TRADES, WHICH IS CARRIED ON IN CONJUNCTION WITH THE WORK SUCH THAT ALL WORK CAN PROCEED WITHOUT INTERFERENCE RESULTING FROM LACK OF COORDINATION.MANUFACTURERS INSTRUCTIONS: THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS INSTALLATION INSTRUCTION EXPLICITLY IN THE INSTALLATION OF ALL ITEMS OF EQUIPMENT.COMPLETION REQUIREMENTS: ALL SYSTEMS SHALL BE TESTED BY THE CONTRACTOR TO DEMONSTRATE THE ALL EQUIPMENT FURNISHED AND INSTALLED OR CONNECTED FUNCTION IN THE MANNER REQUIRED. ADJUSTMENTS, OPERATION, ETC. ADJUST ALL REGULATORS, FAUCETS, ETC. OPEN AND CLOSE ALL VALVES SEVERAL TIMES TO INSURE SEAL.CLEANING: THIS CONTRACTOR SHALL CLEAN ALL EXPOSED PIPING, INSULATED MEMBERS, FIXTURES AND EQUIPMENT INSTALLED AND LEAVE READY FOR PAINTING. REFINISH AND DAMAGED FINISH AND LEAVE IN PROPER WORKING ORDER.GUARANTEE: BY THE ACCEPTANCE OF AN CONTRACT AWARD FOR THE WORK HEREIN DESCRIBED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR ASSUMES THE FULL RESPONSIBILITY IMPOSED BY THE GUARANTEE AS SET FORTH HEREIN, AND SHALL PROTECT HIMSELF THROUGH PROPER GUARANTEES FROM EQUIPMENT VENDORS AND FROM SUBCONTRACTORS AS THEIR INTERESTS MAY APPEAR. 1. THAT THE ENTIRE PLUMBING SYSTEMS SHALL BE QUIET IN OPERATION. 2. THAT THE CIRCULATION OF WATER SHALL BE COMPLETE AND EVEN INCLUDING THE DOMESTIC HOT WATER SYSTEM. 3. THAT HE WILL MAKE PROMPTLY UPON NOTICE, FREE OF CHARGE, ANY REPAIRS NECESSARY DUE TO DEFECTIVE MATERIALS OR MATERIALS OR WORKMANSHIP THAT MAY OCCUR DURING A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.NOTES:ALL INSULATION SHALL HAVE SURFACE BURNING CHARACTERISTICS, AS TESTEDBY ASTM E84, UL723 OR NFPA 255 NOT EXCEEDING : FLAME SPREAD 25 ANDSMOKE DEVELOPED 50.COMPOSITE SHALL INCLUDE INSULATION JACKETING AND ADHESIVES USED TOSECURE JACKETING OR FACING. ALL ACCESSORY ITEMS SUCH AS PVCJACKETING AND FITTINGS, ADHESIVES, MASTIC, CEMENT, TAPE AND CLOTH SHALLHAVE SAME COMPONENT RATING AS ABOVE.PIPE INSULATION: FIBERGLASS SECTIONAL PIPE INSULATION: THERMAL CONDUCTIVITY OF 0.23 BUT-IN PER SQ FT PER HOUR AT 75 DEG F MEAN TEMPERATURE. MINIMUM DENSITY OF 2 LBS PER CUBIC FOOT. JACKETED WITH WHITE VAPOR BARRIER LAMINATED OF ALUMINUM FOIL AND WHITE KRAFT REINFORCED WITH GLASS FIBER STRANDS. JACKET SHALL HAVE FACTOR APPLIED SELF-SEALING LAP.PLASTIC INSULATION FITTING COVERS: FACTORY FABRICATED FINNTING COVERS MANUFACTURED FROM 30-MIL THICK, HIGH-IMPACT ULTRAVIOLET RESISTANT PVC.PIPE INSULATION INSTALLATION: INSTALLATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS, PARTITIONS, SLEEVES AND PIPE HANGERS. APPLY INSULATION TO PIPE AND SEAL WITH SELF-SEALING LAP. USE SELF-SEALING BUTT STRIPS TO SEAL BUTT JOINTS. INSULATION NOT REQUIRED OVER UNION, AND VALVE BODIES ON DOMESTIC HOT WATER. INSTALL PLASTIC FITTING COVERS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. INSULATION INSTALLED OUTSIDE SHOULD BE COVERED WITH ALUMINUM JACKET.PIPE INSULATION THICKNESS: INSULATION RUN 1" 1-1/4" 2-/2" 5" THICKNESS OUTS AND TO TO TO TO 2" LESS 2" 4" 6" DOMESTIC 1/2" 1" 1" 1-1/2" 1-1/2" HOT WATER DOMESTIC HOT WATER 1/2" 1" 1" 1-1/2" 1-1/2" RECIRCULATING DOMESTIC 1/2" 1/2" 1/2" 1/2" 1/2" COLD WATER ROOF 1/2" 1/2" 1/2" 1/2" 1/2" DRAINSHW DOMESTIC HOT WATER PIPINGCW DOMESTIC COLD WATER PIPINGHWR DOMESTIC HOT WATER RECIRCULATING PIPING COPPER TUBE BELOW GRADE: TYPE K HARD DRAWN COPPER CONFORMING TO ANSI H23.1 COPPER TUBE ABOVE GRADE: TYPE L HARD DRAWN COPPER CONFORMING TO ANSI H23.1 COPPER TUBE FITTINGS: 2-1/2" AND SMALLER: WROUGHT COPPER, SOLDER JOINT PRESSURE FITTINGS CONFORMING TO ASME B16.22 SOLDER WITH NON LEAD SOLDER IN ACCORDANCE WITH THE REQUIREMENTS OF THE COPPER DEVELOPMENT ASSOCIATION'S "THE COPPER TUBE HANDBOOK" INCLUDING REAMING AND DE-BURRING. 3" AND LARGER: WROUGHT COPPER AND BRONZE GROOVED END FITTINGS CONFORMING TO ASTM B75 TUBE AND ASTM B584 BRONZE CASTINGS. COUPLING FOR GROOVED END COPPER TUBE AND GROOVED END COPPER FITTINGS CONSISTING OF ASTM A 536 DUCTILE IRON OR ASTM A 47 MALLEABLE IRON HOUSING HAVING COPPER COLORED ENAMEL FINISH WITH SYNTHETIC RUBBER GASKET HAVING CENTRAL CAVITY PRESSURE RESPONSIVE DESIGN AND SUITABLE FOR SERVICE. W WASTE PIPINGGW GREASE WASTE PIPING V VENT PIPING PLASTIC PIPE: POLY (VINYL CHLORIDE) (PVC) ASTM D 2665 SOLID CORE SCHEDULE 40 PLAIN ENDS. ACRYLONITRILE BUTADIENE STYRENE (ABS) ASTM D 2661 SOLID CORE SCHEDULE 40 PLAIN ENDS CAST IRON: SERVICE WEIGHT CAST IRON COATED HUB LESS SOIL PIPE CONFORMING TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A888 OR ASTM A74. PIPE FITTINGS: PVC: DWV PIPE FITTINGS CONFORMING TO ASTM D 2665 MADE TO ASTM D3311 SOCKET-TYPE DRAIN WASTE AND VENT PIPE PATTERNS. SOLVENT CEMENTS: ASTM D 2564 AND ASTM F 656 PRIMER PVC TO ABS TRANSITION ASTM D 3138 COLOR OTHER THAN ORANGE ABS: DWV PIPE FITTINGS CONFORMING TO ASTM D 2661 SOLID CORE MADE TO ASTM D 3311 SOCKED-TYPE DRAIN WASTE AND VENT PIPE PATTERNS SOLVENT CEMENT: ASTM D 2235 CAST IRON: HUBLESS CAST IRON CONFORMING TO CISPI 310 HAVING ASTM C 564 NEOPRENE SEALING SLEEVE WITH 300 SERIES STAINLESS STEEL CORRUGATED SHIELD AND CLAMP ASSEMBLY. G NATURAL GAS PIPING STEEL PIPE: 4" AND SMALLER, SCHEDULE 40 OR SCHEDULE 80 BLACK CONFORMING TO ASTM-A53 GRADE A. SIZE 5" AND LARGER, SCHEDULE 40 OR SCHEDULE 80 BLACK CONFORMING TO ASTM-A53 GRADE F. STEEL PIPE FITTINGS: 2' AND SMALLER, MALLEABLE THREADED FITTINGS, ANSI B16.3, CLASS 150 STANDARD PATTERN FOR THREADED FITTINGS. THREADS SHALL CONFORM TO ANSI B1.20.1. 2-1/2" AND LARGER, SCHEDULE 40 WROUGHT STEEL WELDING FITTINGS CONFORMING TO ANSI B16.28. D CONDENSATE DRAIN DOMESTIC TYPE L HARD DRAWN COPPER CONFORMING TO ANSI H23.1 COPPER TUBE FITTINGS: 2-1/2" AND SMALLER: WROUGHT COPPER, SOLDER JOINT PRESSURE FITTINGS CONFORMING TO ASME B16.22 SOLDER WITH NON LEAD SOLDER IN ACCORDANCE WITH THE REQUIREMENTS OF THE COPPER DEVELOPMENT ASSOCIATION'S "THE COPPER TUBE HANDBOOK" INCLUDING REAMING AND DE-BURRING.RD ROOF DRAIN PIPINGOFD OVERFLOW ROOF DRAIN PIPING PLASTIC PIPE: POLY (VINYL CHLORIDE) (PVC) ASTM D 2665 SOLID CORE SCHEDULE 40 PLAIN ENDS. ACRYLONITRILE BUTADIENE STYRENE (ABS) ASTM D 2661 SOLID CORE SCHEDULE 40 PLAIN ENDS CAST IRON: SERVICE WEIGHT CAST IRON COATED HUB LESS SOIL PIPE CONFORMING TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A888 OR ASTM A74. PIPE FITTINGS: PVC: DWV PIPE FITTINGS CONFORMING TO ASTM D 2665 MADE TO ASTM D3311 SOCKET-TYPE DRAIN WASTE AND VENT PIPE PATTERNS. SOLVENT CEMENTS: ASTM D 2564 AND ASTM F 656 PRIMER PVC TO ABS TRANSITION ASTM D 3138 COLOR OTHER THAN ORANGE ABS: DWV PIPE FITTINGS CONFORMING TO ASTM D 2661 SOLID CORE MADE TO ASTM D 3311 SOCKED-TYPE DRAIN WASTE AND VENT PIPE PATTERNS SOLVENT CEMENT: ASTM D 2235 CAST IRON: HUBLESS CAST IRON CONFORMING TO CISPI 310 HAVING ASTM C 564 NEOPRENE SEALING SLEEVE WITH 300 SERIES STAINLESS STEEL CORRUGATED SHIELD AND CLAMP ASSEMBLY.PLUMBING PIPING SCHEDULESYMBOLDESCRIPTIONCOORDINATE ALL SUSPENDED EQUIPMENT WITHARCHITECTURAL REFLECTED CEILING PLAN.IT IS THE RESPONSIBILITY OF THE PLUMBINGCONTRACTOR TO COORDINATE HIS WORK WITH ALL OTHERTRADES.COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURALDRAWINGS.ALL FIXTURES ARE DESIGNED TO BE FIXED IN POSITIONSHALL BE SECURELY FASTENED IN PLACE.*GENERAL NOTES*ALL QUESTION MUST BE SUBMITTED TO THE ARCHITECT IN THEFORM OF AN RFI. ANY RFI SENT DIRECTLY TO ENGINEER WILLBE RETURNED UNREAD.ANY RFI's THAT HAVE BEEN CORRECTED OR APPROVED BY THE ENGINEER WILL BE JUST FOR CLARIFICATION, AND DOES NOT CONSTITUTE A CHANGE ORDER.CHANGE ORDERS MUST BE SUBMITTED TO THE ARCHITECT,THE CHANGE ORDER SHALL BE COMPLETE BY LISTING THEFINAL PRICING WITH PROPER BREAKDOWN AND DOCUMENTATION.POSSIBLE TIME EXTENSION OR DELAY AND THE ASSOCIATEDCOST FOR THE TIME EXTENSION OR DELAY. MATERIAL ANDLABOR COST.RFI's WITH BE RETURNED TO ARCHITECT FROM ENGINEERWITHIN 5 WORKING DAYS.CHANGE ORDERS WILL BE RETURNED TO ARCHITECT FROMENGINEER WITHIN 15 DAYS.DO NOT PROCEED WITH RFI UNTIL CHANGE ORDER HAS BEEN APPROVED BY ARCHITECT, OWNER AND ENGINEER. IF CONTRACTORDOES SO IT WILL BE AT THERE OWN RISK.IF TIME EXTENSIONS AND/OR DELAYS ARE INCURRED DUE TO FAILURETO ISSUE AN RFI, CHANGE REQUEST, CHANGE ORDER, OR IMPROPERAND/OR INCOMPLETE DOCUMENTATION THE COST ASSOCIATED WITHTHE DELAY WILL BE BORNE BY THE CONTRACTOR.NOTES:GRADE ALL DOMESTIC WATER PIPING TO DRAIN. PROVIDE DRAIN AT ALLLOW POINTS WITH HOSE CONNECTION AND CAP. GRADE ALL WASTE ANDVENT PIPING TO CONFORM TO THE INTERNATIONAL PLUMBING CODE.ALL PIPING SHALL BE SUPPORTED WITH CLEVIS HANGERS ON THEFOLLOWING SPACING: STEEL PIPE 1" AND SMALLER 5 FEET STEEL PIPE 1-1/4" AND LARGER 10 FEET COPPER TUBING 1-1/4" AND SMALLER 5 FEET COPPER TUBING 1-1/2" AND LARGER 10 FEET PLASTIC PIPE 3 FEET CAST IRON SOIL PIPE - SUPPORT AT EACH JOINT AND AT INTERVALS NOT TO EXCEED 5 FEET.HANGER ROD SIZING AS FOLLOWS: PIPE SIZE ROD SIZE 1/2" TO 2" 3/8" 2-1/2" TO 3" 1/2" 4" AND LARGER 5/8"PROVIDE INSULATION PROTECTION SHIELDS AT ALL HANGERS.PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT.PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR PIPE MATERIALS.BACK FILL AND COMPACT ALL TRENCHING TO PREVENT SETTLEMENT ANDTO PROPERLY SUPPORT BELOW GRADE PIPING.PLASTIC PIPING IN AIR PLENUMS IS PROHIBITED. ALL MATERIAL LOCATED INAIR PLENUMS MUST HAVE SURFACE BURNING CHARACTERISTICS NOTEXCEEDING FLAME SPREAD 25 AND SMOKE GENERATED 50.12-23-2021 P1.4PLUMBINGDETAILSDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 DBHDRW1811712/23/2021 ... ... ... ... ... REXBURG, IDAHOACT 17 U.S.C. PAR. 301 (1991).OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY ANDOBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE WITH DALE R. WILDE CO. ENGINEER'S INTERPRETATIONS, DECISIONS,THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE *COPYRIGHT* DATEDEC. 23, 2021INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTIONDOCUMENTS IN WHOLE OR IN PART WITHOUT DALE R. WILDE CO. ENGINEER'SWHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TODALE R. WILDE CO.428 WINCHESTER SUITE 240CONSULTING ENGINEERSPHONE 801-433-1125 - EMAIL WILDE@DRWCO.COMSALT LAKE CITY, UTAH 84107WH-1G 1" 3/4" 3/4" TSNOTE:CONTROL WIRING ANDCONDUIT BY PLUMBINGCONTRACTORHB-2ET-11-1/4"TEMPERATUREREMOTECONTROLLERAQUASTATCONNECTION(TYPICAL)RECIRC. PUMP(RP-1)THERMAL EXPANSION TANKTHERM-X-TROL MODEL ST-12OF AN APPROVED EQUALSECURE TANK TO WALLBALANCEVALVEBALL VALVE (TYPICAL)CHECK VALVE (TYPICAL)3/4"THERMOMETER (TYPICAL)3/4" HWR (100°F.) 1-1/4" CW 1-1/4" HW (140°F.)*DIAGRAM* WATER HEATING PIPING SCALE: NONE1P1.4*DETAIL* PRV STATION - 2" and SMALLERTYPICALUNIONPRESSURE GAUGE0-100 PSI RANGETO FIXTURESPRESSUREREDUCING VALVE BALL VALVEFROM OUTSIDESERVICEWYE STRAINERBACKFLOW PREVENTERWITH DRAIN PANTO DRAIN3/4"*DETAIL* FLOOR DRAIN with TRAP GUARD(AS REQUIRED)SLOPED TO DRAINCONCRETE FLOORLEVEL SCREWSSEE FLOOR PLANFOR PIPE SIZESTRACTOR GRATEROUND LOOSE SETTRAP GUARDCLEANOUT AND ACCESSCOVER. TOP OF COVERTO BE FLUSH WITH TOPOF FINISHED FLOOR.FINISHED FLOOR1/8 CAST IRON BENDCAST IRON WASTELINE LENGTHTO SUIT1/8 BEND IFCLEANOUTOCCURS ATEND OF LINE1/8 CAST IRON BENDCAST IRON WASTELINE LENGTHTO SUIT1/8 BEND IFCLEANOUTOCCURS ATEND OF LINEWASTELINELINEWASTE6"FINISHED GRADEBRASS CLEANOUTPLUG WITH COUNTERSUNK HEAD16" SQUARECONCRETE PADTROWL SMOOTHAND EDGEFLOOR CLEANOUT (FCO) CLEANOUT TO GRADE (COTG)WALL CLEANOUT (WCO)MAY EXTEND AS AWASTE OR VENTWALLFLOOR LINECHROME WALLCOVERAND SCREWPLUGGED TEEW/CLEANOUT*DETAIL* CLEANOUTSPRIMARY ROOF DRAINSECONDARY ROOF DRAIN (OVERFLOW)*DETAIL* ROOF DRAIN SECTION2" HIGH DRAIN DAMSUPPORT ANGLESPER STRUCTURALDRAWINGSRIGID INSULATIONUNDERDECK CLAMPEXTENSION SLEEVEROOF SUMP RECEIVERPLYWOOD SHEATINGPER STRUCT. DWGS.SHUT-OFFCOCKPOINT OF CONNECTION VERIFY WITH GASCOMPANYGAS SUPPLYTO BLDG. SEE PLANFOR SIZECONCRETE PAD BYGENERAL CONTRACTORPRV BY LOCALGAS COMPANYMETER BY LOCALGAS COMPANYGAS SHUT-OFFCOCK BY LOCALGAS COMPANYSERVICE LINERISER*DETAIL* GAS METERGGAS COCKDIRTLEGUNIONUL LISTED FLEXIBLECONNECTION12"G*DETAIL* GAS CONNECTIONCAP24"Ø RING AND COVER(2 REQUIRED)EXTEND TANK TOGRADE WITH 4"CONCRETE WALLSAND PROVIDE 6"CONCRETE TOP.16"x16"x6"CONCRETE PAD(2) #4 REBAREACH WAYAND MESHCOTGASPHALT30"30"2" VENTOUTLET4" THICK WALLS AND FLOOR4"x4"x10 GA. WELDEDWIRE MESH (TYPICAL)COMPACTED GRAVEL BASE18-1/8" 41-1/2"SAND6"AT PIPE16"#4 REBAR AROUNDTOP OF BOXGRAVELFOR PIPE SIZESSEE FLOOR PLANS(TYPICAL)FLOW LINE OFINLET PIPE TOEQUAL TOP OFDIVIDER OUTLETPIPEPREFABRICATEDGREASE ANDSETTLING TANKAS PER "DURA-CRETE DETAILS*DETAIL* SAND AND GREASE SETTLING TANK5'-8"x4'-2"SCALE: NONE2P1.4SCALE: NONE3P1.4SCALE: NONE4P1.4SCALE: NONE5P1.4SCALE: NONE6P1.4SCALE: NONE7P1.4SCALE: NONE8P1.4*DETAIL* CONCENTRIC VENT TERMINATION KITRAIN CAPAIRINTAKE/COMBUSTIONEXHAUSTVENT36-1/4"SCALE: NONE9P1.412-23-2021 ELECTRICAL SPECIFICATIONS 1. INTENT: Provide and install complete and operable electrical systems including but not not limited to; lighting, power, receptacles, data, fire alarm ande etc. Provide all required connections to all Mechanical and Plumbing equipment, as indicated and required, including all conduits, wiring and controls. Coordinate with mechanical contractor and drawings. 2. COMPLIANCE WITH CODES: All work and material shall comply with all applicable codes, safety orders, laws, ordinances and regulations of governing authorities and other agencies having jurisdiction including regulations of the State and Local Fire Marshall, unless detailed as specified to a more restrictive standard or higher requirement. 3. INTERPRETATION OF DRAWINGS: The electrical drawings are essentially diagrammatic in that all provisions necessary to conform to structural, architectural, mechanical and plumbing systems can not be shown. All installations shall be adjusted as necessary to conform and to avoid obstructions, without additional cost to the owner. All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and isntalled as though fully set forth in these specifications. 4. VISITING THE SITE: Contractor shall visit the site and become acquainted with conditions to be encounterd. Extra funds will not be allowed due to failuer to examine the site and to included existing conditions in bid price. 5. COORDINATION WITH UTILITIES: These plans have been prepared without utility company comments. The contractor shall verify exact requirements for the electrical, telephone and communication services with the utility company representatives and provide all work and pay all costs for a complete and operating systems, as directed by the governing utilities. 6. MATERIALS AND WORKMANSHIP: All workmanship shall be performed by skilled electricians using the best standard practives of the trade. All materials shall, unless otherwise noted, be new and in perfect condition and working order. All material for similar uses shall be of the same type, material and manufacturer for ease of future maintaenance. All equipment shall be readily accessible for maintenance and repairs. All materials, fixtures and equipment shall be covered or sealed upon installation so as to provide for safety and to insure that operation and appearance will be maintained after subsequent construction operations. 7. EXECUTION: Raceway installation: Seperate underground conduits in a common trench 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit depth shall be 18". Coordinate conduit installation with pipes, steel, footings and ducts installed by other trades. Install conduit runs exposed to view parallel or at right angles to structural members, walls or building lines. Support conduit with one-hole malleable factory made pipe straps, fastended with screws. 8. OPERATING AND ADJUSTING: The owner reserves the right to operate any systems of equipment prior to final comletion and acceptance of the work. Such perliminary operation shall not be construed as an acceptance of any work. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning and shall be left in first class operating condition. 9. CUTTING AND PATCHING: Do all drilling and cutting as necessary for installation of equipment or conduit. Cutting or drilling of structure is only permitted with prior approval of the owner and structural engineer. Where cutting and patching of work is necessary, use the same materials, workmanship and finish to neatly match all surrounding work. 10. CONDUIT: All conduit material and installation methods shall be as allowed by the NEC, local AHJ and as directed by the owner. 11. CONDUCTORS: Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be #14 AWG unless noted otherwise. All wiring shall be Copper unless indicated otherwise. Type MC cable shall be permitted, provided it is installed in concealed areas and installation complies with the Local AHJ and NEC requirements. Type NM cable is NOT permitted. Use "Ideal Yellow" pulling compound for all wire pulls. Use Scotchlock connectors for all splices in #12 wire and tape bolted pressure connectors for larger wire. 12. GROUNDING: All conduit, branch circuits, feeders and etc. shall be provided with a grounding conductor. All grounding conductors shall be insulated and green in color, size as shown. 13. WIRING DEVICES: Devices shall be Standard type, Specification grade, color as selected by owner. Decora style devices are prohibited. Utilize GFCI and Tamper-proof devices in all locations as defined by the NEC. Wiring devices shall be as installed as allowed by the NEC, local AHJ. 14. DEVICE PLATES: Devices plate type and color shall be as directed by owner and as required by the NEC. 15. LIGHTING FIXTURES: As selected by owner and/or indicated in schedules. All light fixtures shall be installed and connected by the Electrical Contractor. 16. SERVICE EQUIPMENT & PANELBOARDS: Service Equipment: Shall be rated as such and shall comply with local utility co. requirments. . Panelbards: Shall be provided with typed writtend directories indicating loads being served. Maintain all required clearances around equipment as required by the NEC. All equpment dimensions to be field verified. 17. CLEAN-UP: Upon completion of the work, prior to final inspection, thoroughly clean all exposed fixtures, trim and equipment and leave the entire installation in a neat, clean and usable condition. Remove all cement, paint, grease, oil and other foreign substances. 18. TEST: Test all conductors for shorts, opens, grounds or other defects. Correct any defective work and re-test. Demonstrate continuous satisfactory operation of all electrical systems and equipment. Provide training to the owner on electrical systems as needed for owner operation and maintenance of building. 19. GUARANTEE: Prior to final acceptacne of the project, deliver to the owner a written one year guarantee on all workmanship, materials and equipment and agree to repair or replace all such defective items promptly that may occure during the warranty period; including repair or replacement of the premises that may be damaged due to faulty work and materials furnished under contract. CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH DUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) K KEYED SWITCH F TIMER SWITCH (INTERMATIC MODEL EI400 SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V. DIMMING WIRING. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB# FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3R SIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS EWC ELECTRIC WATER COOLER M MICROWAVE DISP GARBAGE DISP. (UNDER SINK) DW DISHWASHER (COORDINATE W/ MILLWORK) M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION TELEPHONE AND DATA OUTLET NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4" OR (2) 1" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO TELEPHONE TERMINAL BOARD (TTB), TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED) DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW) _T/_D-X 4" CEILING MOUNTED SPEAKER, JBL P/N:8124 PROVIDE REQUIRED BACKBOX AND ETC. FOR INSTALLATION, FIELD COORDINATE WITH CEILING TYPES. CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW) _D-X SP A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: AMP 60 WATT, 70V AMPLIFIER/BLUETOOTH RECEIVER. ROCKVILLE P/N: RCS80-1. INSTALL ABOVE DESK AREA, COORDINATE WITH OWNER PRIOR TO INSTALLATION. P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C. EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C. GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOX ABBREVIATIONS SINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOX V KVA kW kWh LED LFMC LFNC LTG LV MAX M.C. MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F. VFD W/ W/O WP XFMR KILOVOLT KILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET) SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WITH WITHOUT WEATHERPROOF TRANSFORMER A. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. PROJECT GENERAL NOTES: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CAB. DIMENSIONSPER ARCH. DETAIL6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICALEQUIPMENT NOTE #1NOTE#4NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 1119 E. State Street, Suite 120 - Eagle ID 83616208.514.2713THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PROJECT FOR:REXBURG, IDAHO 83440NO.REVISIONSDATE12/23/21 12/23/2021 18117 ELECTRICAL SYMBOLS & DETAILSJAVA ESPRESSREXBURG, IDAHO565 N. 2ND EE0.0 WD1 333F WD1LV PC 3 F2 F3 F2E F4 F4 F4 (TYP)F2 (TYP)F2 F2E F2E (TYP)F2 F1 EF-1 120 V/1P85 W F8 9' -6" F8 9' -6" F2E F8 9' -6" F8 9' -6" F2 (TYP)F2 F5 F5F5F5F5 F5 F5 F5F5F5F5 F6F6 F6 F6 REFER TO ROOF DRAWING FOR ADDITIONAL LIGHTING 1 F6F6 F6 A-6 2 F5 F5 F5 F5 A-12 'LCP' 3 A-6 A-6 A-6A-6A-6 A-6A-6A-6A-6A-6A-6A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 RECEIVING 105 WORK AREA 104 MECH. 103 RESTROOM 102 SEATING 101 A-12A-12 A-12 A-12 KEY NOTES:# 1 PROVIDE AND INSTALL IN-WALL DMX CONTROL STATION FOR EXTERIOR COLOR CHANGING LIGHTING, KELVIX P/N: RFC-A-RGBW-3S-IW-W OR EQUAL. PROVIDE POWER SUPPLY AND ALL REQUIRED CONDUCTORS AND CONNECTIONS BETWEEN CONTROLLER AND LIGHTING PER MFG REQUIREMENTS. 2 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP". PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. 3 PROVIDE AND INSTALL LIGHTING CONTROL PANEL AND EXTERIOR PHOTOCELL FOR EXTERIOR LIGHTING AND BUILDING SIGNAGE CONTROL. LIGHTING CONTROL PANEL SHALL BE ACUITY P/N: ARP INTENC08 NLT/8FCR/MVOLT/SC/SM/DTC-ARPA PC OR EQUAL. PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 1119 E. State Street, Suite 120 - Eagle ID 83616208.514.2713THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PROJECT FOR:REXBURG, IDAHO 83440NO. REVISIONS DATE 12/23/21 12/23/2021 18117 LIGHTING PLANJAVA ESPRESSREXBURG, IDAHO565 N. 2ND EE2.0 4'2'0"SCALE: 3/8" = 1'-0"1 LIGHTING PLAN LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS WATTS LUMENS COLOR TEMP.(K) MFGR. CATALOG # APPROVED MFGR'S NOTES F1 2FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 15 W 2000 4000 LITHONIA CLX-L24-2000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI F2 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 25 W 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 COOPER F2E 6" ROUND RECESSED LED CAN, 0-10V DIMMING, W/ EM BATTERY PACK RECESSED 120-277 25 W 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10-ELR COOPER F3 2FT LINEAR WALL FIXTURE WALL ABOVE MIRROR 120-277 18 W 1800 4000 LITHONIA WL2-18L-EZ1-LP840 F4 LED MONOPOINT PENDANT FIXTURE PENDANT 120 10 W 275 3000 LITHONIA MDPC-SCBA-*****3,4 F5 4" ROUND RECESSED LED, WET LOCATION LOW PROFILE RECESSED 120 11 W 810 4000 LITHONIA WF4-LED-30K40K50K-90CRI-SCBA-WR8643 PAN U COOPER F6 4" ROUND RECESSED LED, WET LOCATION LOW PROFILE, ADJUSTABLE RECESSED 120 10 W 780 4000 LITHONIA WF4 ADJ-LED-30K40K50K-90CRI-SCBA-WR8643 PAN U COOPER F7 COLOR CHANGING LED FLEXIBLE LIGHTING SYSTEM ROOF SOFFIT 24V DC 100 W 162/FT N/A KELVIX LTG SW5-SEE DWGS-RGBW-**-S-1P67; MTG CHANNEL: SW-E-CH-PL-2M 6 F8 10" DIA. RLM SHADE LIGHT W/ 10" ARM WALL AS INDICATED 120V 10 W 1250 4000 ANP LTG VW510-M010LD-D-W-40K-RTC-UNV-E24-SCBA 3,5 LIGHTING OCCUPANCY SENSOR/SWITCHPOD SCHEDULE TYPE MFGR. CATALOG #DESCRIPTION NOTES APPROVED EQUALS WALL SENSORS WD1 SENSOR SWITCH WSX PDT-SA-**- DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED 2 COOPER 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. RECESSED FIXTURE SHALL NOT BE IN DIRECT CONTACT WITH INSULATION, E.C. SHALL BUILD BOX AROUND FIXTURE TO MAINTAIN REQUIRED AIR SPACE AROUND FIXTURE OR PROVIDE AND INSTALL TENMAT: P/N FF130E RECESSED LIGHT COVER. 3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) 4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. 6. PROVIDE AND INSTALL ALL REQUIRED COMPONENTS FOR A COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO; POWER SUPPLIES, LV WIRING, CONNECTORS AND ETC. E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING SYSTEM TO FUNCTION AS REQUESTED BY THE OWNER AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. PROVIDE AND INSTALL DMX CONTROLLER AT LOCATION DIRECTED BY OWNER FOR CONTROL OF LIGHTING. LIGHT FIXTURE SCHEDULE NOTES: 1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS. 4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES. 5. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL. OCC. SENSOR/SWITCHPOD SCHEDULE NOTES: • E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON. GENERAL LIGHTING CONTROL NOTES: A. E.C. SHALL REFER TO EQUIPMENT DRAWING A1.3 FOR ADDITIONAL REQUIREMENTS AND SPECIFIC ELECTRICAL ROUGH-IN AND CONNECTION REQUIREMENTS FOR KITCHEN EQUIPMENT. B. ALL 1-PHASE RECEPTALCES RATED 150V TO GROUND OR LESS, 50A OR LESS AND 3-PHASE RECEPTACLES RATED 150V TO GROUND OR LESS, 100A OR LESS INSTALLED IN THE KITCHEN AREA SHALL BE GFCI TYPE RECEPTACLES. IF RECEPTACLE IS NOT READILY ACEESSIBLE OR CANNOT BE GFCI, UTILIZE A GFCI TYPE BREAKER TO SUPPLY RECEPTACLE CIRCUIT. C. E.C. SHALL UTILIZE CONDUIT SEAL-OFF FOR ALL CONDUIT ROUTED THROUGH FREEZER/COOLERS AS REQUIRED BY THE NEC. D. REFER TO SYMBOL SCHEDULES FOR ADDITIONAL GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: J T RTU-1 J J SP SP SP SP SP SP SP AMPSP J AC AC WP 42" WP/120" 'TTB & RACK' 42" E-11a S/30" E-08 78" E-11b E-14b E-14a E-02 E-03 E-09b E-09c E-16d E-27c E-27d 1 1 1 'SERVICE DISC. & METER' 2 3 4 (C/E3.0) E-12 E-21 E-05 E-27 E-29a 42" FIELD LOCATE PER OWNER 90" E-16a E-09a WP WP S/30" WP/120" FIELD LOCATE PER OWNER 102" 38" 58" 58" 66" E-16c E-16b 5 5 4 E-29b 'A' AC E-22 E-09d E-30 E-17 E-18 84" E-24a E-24b A-19 A-23 RECEPTACLES FOR COMMUNICATIONS, CAMERA AND ALARM SYSTEMS, FIELD VERIFY LOCATION WITH OWNER 66"S/30" 4 66 66 6 6 6 38" 90" AC 66" 66" 78" 92" 7 REFER TO ARCHITECTURAL ELEVATIONS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL DEVICE MOUNTING HEIGHTS. A-9 A-9 A-9 A-41 A-41 (C/E3.0) 8 WAP WAP A-7 6A-13 A-13 A-11 A-11 A-11 A-17 A-17 A-1 A-1 42" A-1 A-1 A-1 A-11 A-13 A-21 A-13 A-3 A-3 A-17 A-3 A-17 A-3 (SW-S) 9 10 A-15 A-15 10 10 A-15 A-15 A-5 A-5 10 A-5 A-7 A-5 'LCP' A-2 11 A-2 11 A-2 11 1 A-2 11 MAINTAIN REQUIRED CLEARANCE FOR PANEL PER NEC SEC. 110.26 E-07 E-25 E-31 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 1119 E. State Street, Suite 120 - Eagle ID 83616208.514.2713THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PROJECT FOR:REXBURG, IDAHO 83440NO. REVISIONS DATE 12/23/21 12/23/2021 18117 POWER & SYSTEMS PLANJAVA ESPRESSREXBURG, IDAHO565 N. 2ND EE2.1 KEY NOTES:# 4'2'0" KITCHEN EQUIPMENT SCHEDULE ITEM # EQUIPMENT DESCRIPTION VOLTS PH. AMPS PANEL CIRCUIT FEEDER CONNECTION TYPE MTG NOTES E-02 DRIP COFFEE GRINDER 120 V 1 8 A A 37 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-03 COFFEE BREWER 240 V 1 23 A A 48,50 3/4"C.,3#10+1#10G NEMA 6-30R 48" AFF E-05 CUBE ICE MACHINE 120 V 1 10 A A 31 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-07 MICROWAVE 120 V 1 8 A A 55 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 76" AFF E-08 CONVEYOR TOASTER 120 V 1 13 A A 22 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-09a UNDER COUNTER REFRIGERATOR 120 V 1 4 A A 24 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-09b UNDER COUNTER REFRIGERATOR 120 V 1 4 A A 26 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-09c UNDER COUNTER REFRIGERATOR 120 V 1 2 A A 26 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-09d UNDER COUNTER REFRIGERATOR 120 V 1 4 A A 24 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-11a ESPRESSO MACHINE 240 V 1 23 A A 47,49 3/4"C.,2#10+1#10G NEMA L6-30R 48" AFF E-11b ESPRESSO MACHINE 240 V 1 23 A A 51,53 3/4"C.,2#10+1#10G NEMA L6-30R 48" AFF E-12 DECAF COFFEE GRINDER 120 V 1 3 A A 21 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) AC - IN BACKSPLASH E-14a COFFEE GRINDER 120 V 1 8 A A 33 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-14b COFFEE GRINDER 120 V 1 8 A A 35 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-16a BLENDER 120 V 1 13 A A 34 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-16b BLENDER 120 V 1 13 A A 36 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-16c BLENDER 120 V 1 13 A A 30 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-16d BLENDER 120 V 1 13 A A 32 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-17 DIPPER WELL 120 V 1 1 A A 25 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-18 SODA MACHINE 120 V 1 2 A A 25 1/2"C.,2#12+1#12G NEMA 5-20R AC E-21 ICE CREAM FREEZER 120 V 1 7 A A 28 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-22 COLD NITRO BREW TAP 120 V 1 5 A A 28 1/2"C.,2#12+1#12G NEMA 5-20R FIELD VERIFY E-24a FROZEN BEVERAGE FREEZER 240 V 1 20 A A 60,62 3/4"C.,2#10+1#10G NEMA L6-30R FIELD VERIFY E-24b FROZEN BEVERAGE FREEZER 240 V 1 20 A A 56,58 3/4"C.,2#10+1#10G NEMA L6-30R FIELD VERIFY E-25 NUGGET ICE MACHINE 120 V 1 12 A A 57 1/2"C.,2#12+1#12G NEMA 5-20R FIELD VERIFY E-27 WALK-IN COOLER/FREEZER LTG/DOOR HTR 120 V 1 5 A A 39 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27a WALK-IN FREEZER COND. 240 V 1 7 A A 43,45 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27b WALK-IN FREEZER COND. 240 V 1 9 A A 44,46 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27c WALK-IN FREEZER COIL 240 V 1 8 A A 40,42 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27d WALK-IN COOLER COIL 120 V 1 11 A A 41 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-29a BAG IN BOX RACK 120 V 1 10 A A 27 1/2"C.,2#12+1#12G NEMA 5-20R 66" AFF E-29b BAG IN BOX RACK 120 V 1 10 A A 29 1/2"C.,2#12+1#12G NEMA 5-20R 66" AFF E-30 JUICE DISPENSER 120 V 1 6 A A 38 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) AC - IN BACKSPLASH E-31 CARBONATOR 120 V 1 7 A A 25 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF 1. E.C. SHALL PROVIDE AND INSTALL FUSED DISC. AT UNIT; FUSE PER EQUIPMENT NAMEPLATE. 2. PROVIDE REQUIRED CONDUIT SEAL-OFF FOR ALL PENETRATIONS INTO WALK-IN COOLER/FREEZER; COORDINATE WITH EQUIPMENT SUPPLIER. 3. E.C. SHALL PROVIDE AND INSTALL HEAT-TRACE FOR FREEZER LINES; COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER/DRAWINGS. 4. PROVIDE CONDUIT AND CONDUCTORS BETWEEN COOLER/FREEZER EVAPORATOR AND CONDENSER AS REQUIRED BY MANUFACTURER. KITCHEN EQUIPMENT SCHEDULE NOTES: • COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER FOR SPECIFIC MOUNTING AND ROUGH-IN OF EQUIPMENT. • ALL 120V, 15A AND 20A RECEPTACLES INSTALLED IN THE KITCHEN AREA SHALL BE GFCI TYPE RECEPTACLES. IF RECEPTACLE IS NOT READILY ACEESSIBLE, FURNISH GFCI TYPE BREAKER TO SUPPLY RECEPTACLE CIRCUIT. • E.C. SHALL UTILIZE CONDUIT SEAL-OFF FOR ALL CONDUIT ROUTED THROUGH FREEZER/COOLERS AS REQUIRED BY THE NEC. GENERAL KITCHEN EQUIPMENT NOTES: A. E.C. SHALL REFER TO EQUIPMENT DRAWING A1.3 FOR ADDITIONAL REQUIREMENTS AND SPECIFIC ELECTRICAL ROUGH-IN AND CONNECTION REQUIREMENTS FOR KITCHEN EQUIPMENT. B. ALL 1-PHASE RECEPTALCES RATED 150V TO GROUND OR LESS, 50A OR LESS AND 3-PHASE RECEPTACLES RATED 150V TO GROUND OR LESS, 100A OR LESS INSTALLED IN THE KITCHEN AREA SHALL BE GFCI TYPE RECEPTACLES. IF RECEPTACLE IS NOT READILY ACEESSIBLE OR CANNOT BE GFCI, UTILIZE A GFCI TYPE BREAKER TO SUPPLY RECEPTACLE CIRCUIT. C. E.C. SHALL UTILIZE CONDUIT SEAL-OFF FOR ALL CONDUIT ROUTED THROUGH FREEZER/COOLERS AS REQUIRED BY THE NEC. D. REFER TO SYMBOL SCHEDULES FOR ADDITIONAL GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: ALARM/CCTV SPECIAL NOTES: ELECTRICAL CONTRACTOR SHALL COORDINATE ROUGH-IN REQUIREMENTS FOR ALARM/CCTV SYSTEM WITH OWNER'S SECURITY CONTRACTOR. PROVIDE AND INSTALL (1) CAT 6 CABLE FROM EACH CAMERA LOCATION TO HEAD-END EQUIPMENT, LOCATIONS AS DIRECTED BY SECURITY SYSTEM CONTRACTOR. 1 CONNECTION TO BUILDING MOUNTED SIGNAGE; FIELD VERIFY EXACT LOCATION, MTG HEIGHT AND CONNECTION REQUIREMENTS WITH SIGN INSTALLER PRIOR TO ROUGH-IN. 2 NEW UNDERGROUND SECONDARY; COORDINATE WITH LOCAL UTILITY CO. 3 SELF-CONTAINED METER BASE WITH SERVICE DISCONNECT MOUNTED ON BUILDING. SEE POWER RISER FOR ADDITIONAL INFORMATION. 4 POINT OF SALE EQUIPMENT; FIELD LOCATE PER OWNER. 5 RECEPTACLE IN COOLER/FREEZER; FIELD VERIFY MTG HEIGHT AND LOCATION WITH OWNER PRIOR TO ROUGH-IN. 6 E.C. SHALL PROVIDE AND INSTALL SPEAKER AS SPECIFIED ON SYMBOL SCHEDULED. PROVIDE REQUIRED CABLING BETWEEN SPEAKERS AND TO AMPLIFIER, COORDINATE WITH OWNER. PROVIDE A COMPLETE AND OPERABLE SOUND SYSTEM. 7 (1) 2" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO BUILDING. STUB CONDUIT TO LOCATIONS AS SPECIFIED BY LOCAL TELECOMMUNICATION SYSTEM PROVIDER, PROVIDE WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AND OWNER. 8 PROVIDE AND INSTALL 19" WALL MOUNTED RACK HEIGHT AS REQUIRED FOR INSTALLATION OF LOW VOLTAGE EQUIPMENT, COORDINATE WITH OWNER AND OTHER TRADES. 9 SWITCH FOR SIGNAGE RECEPTACLES, FIELD VERIFY SWITCH LOCATION WITH OWNER PRIOR TO ROUGH-IN. 10 RECEPTACLE SHALL BE CONTROLLED BY SWITCH "SW-S" FOR "OPEN" SIGNAGE. 11 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP". PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. SCALE: 3/8" = 1'-0"1 POWER/SYSTEMS PLAN J J J J J J J M PANEL 'A'METERING EQUIP. PER LOCAL UTILITY CO. 320A, NEMA 3R 240/120V,1P,3W, 22k AIC UNDERGROUND SECONDARY CONDUIT & TRENCHING BY E.C. CONDUCTORS BY UTILITY CO. COORDINATE WITH LOCAL UTILITY CO. GROUND ELECTRODE SYSTEM (A/E3.0) (2) 2"C.,EA. W/3#3/0+1#3G 2 MAIN SERVICE DISC. 400A, NEMA 3R 400A FUSES (2) 2"C.,EA. W/3#3/0 BLDG. STEEL WATER MAIN GROUND BAR AT MAIN TTB GRND RODS STAND-OFF GROUND BAR LOCATED NEXT TO SERVICE EQUIP. GROUND BAR SHALL BE ERICO #B543A010 OR EQUAL. PROVIDE AND INSTALL ALL REQ'D LUGS & TERMINALS. MAIN SERVICE EQUIPMENT G N NEUTRAL TO GND BOND AT THIS POINT ONLY #1/0 Cu #4 CuCONCRETE ENCASED ELECTRODE3/4"C.,1#6Cu#1/0 Cu#1/0 Cu#2 CuENTRANCE CONDUIT(S) 4" SQUARE BOX RAISED RING TO SUIT WALL RECEPTACLE - 20AMP RATED - SEE SPECIFICATIONS. NORMAL POWER COLOR - (SEE SPEC'S) COVER PLATE - STYLE & COLOR TO BE AS PER SPECIFICATIONS. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT-TIP MARKER GREEN INSULATED GROUND CONDUCTOR 3/4" C., 1#6 B.C. GRND. CONNECT TO BLDG. GROUND SYSTEM FINISH FLOOR 2'X4'X3/4" PLYWOOD PRIME & PAINT W/TWO COATS GREY ENAMEL (INSTALL ON WALLS AS INDICATED ON PLANS) ANCHOR SECURELY TO WALL W/ CONST. ADHESIVE. RECEPTACLES PER PLANS PULL CORD INCOMING UTILITY SERVICE CONDUIT(S) WITH INSULATED BUSHING. SEE SITE PLAN FOR SIZE, QUANTITY, ETC. GROUND BAR (SQ. D #PK27GTA) WALL MOUNTED RACK WITH DATA, SOUND, CCTV AND SECURITY EQUIPMENT PER OWNER (TYP) INSTALL INSULATED BUSHING ON ALL CONDUIT ENDS. (TYP)FIELD VERIFYLV CONDUITS/CABLING OUT TO DEVICES WP1 WP A-52,54 1"C.-2#6+1#10G RTU-1 240 V/1P42.3 A (TYP)F7 (TYP)F7 (TYP)F7 (TYP)F7 (TYP)F7 (TYP)F7 3 3 3 A-8 A-10 4 4 E-27b E-27a A-20 A-20 60 A/NEMA 3R 5 A-4 4 5 A-4 4 5 A-4 4 5 A-4 4 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 1119 E. State Street, Suite 120 - Eagle ID 83616208.514.2713THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PROJECT FOR:REXBURG, IDAHO 83440NO. REVISIONS DATE 12/23/21 12/23/2021 18117 ROOF PLAN, RISER, SCH. & DETAILSJAVA ESPRESSREXBURG, IDAHO565 N. 2ND EE3.0 SCALE: NONE2POWER RISER DIAGRAM SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL SCALE: NONEBRECEPTACLE MOUNTING DETAIL SCALE: NONECTELEPHONE TERMINAL BOARD (TTB) DETAIL SCALE: 1/4" = 1'-0"1 ELECTRICAL ROOF PLAN A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 2 ELECT. CONTRACTOR SHALL REQUEST FROM THE LOCAL UTILITY CO. THE MAXIMUM AVAILABLE FAULT-CURRENT AT THE TRANSFORMER. ALL EQUIPMENT DOWN-STREAM FROM THE TRANSFORMER SHALL HAVE AN 'AIC' RATING EXCEEDING THE MAXIMUM AVAILABLE FAULT-CURRENT, FOR ADDITIONAL ASSISTANCE CONTACT ENGINEER. 3 ELECTRICAL CIRCUIT FOR COLOR-CHANGING LED SOFFIT LIGHTING; E.C. SHALL PROVIDE REQUIRED CONNECTIONS TO LOW VOLTAGE POWER SUPPLIES AS REQUIRED. FIELD LOCATE IN ACCESSIBLE SPACE INSIDE BUILDING, MAINTAIN CIRCUIT LENGTHS PER MFG. PROVIDE REQUIRED CONDUCTORS AND CONNECTIONS FROM LIGHTING TO DMX CONTROLLER. LOCATE DMX PER OWNER PRIOR TO INSTALLATION. 4 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP". PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. 5 CONNECTION TO BUILDING MOUNTED SIGNAGE; FIELD VERIFY EXACT LOCATION, MTG HEIGHT AND CONNECTION REQUIREMENTS WITH SIGN INSTALLER PRIOR TO ROUGH-IN. 8'4'0" SPECIAL NOTES: A. THESE PLANS HAVE BEEN PREPARED WITHOUT UTILITY COMPANY COMMENTS. THE E.C. SHALL VERIFY THE EXACT REQUIREMENTS FOR THE ELECTRIC AND TELEPHONE SERVICES WITH THE UTILITY COMPANY REPRESENTATIVES AND PROVIDE ALL WORK AND PAY ALL COSTS FOR A COMPLETE AND OPERATING SYSTEM, AS DIRECTED BY THE GOVERNING UTILITIES. S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: Receptacle 8100 VA 100.00% 8100 VA Other 1600 VA 100.00% 1600 VA TOTAL EST. DEMAND AMPS:237 A Motor 85 VA 125.00% 106 VA TOTAL CONN. AMPS.:318 A Lighting 2706 VA 100.00% 2706 VA TOTAL EST. DEMAND:56815 VA Kitchen Equipment - Non-Dwelling Unit 55680 VA 65.00%36192 VA TOTAL CONN. LOAD:76284 VA HVAC 8122 VA 100.00% 8122 VA LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL SUMMARY TOTAL AMPS:337 A 299 A TOTAL LOAD:40.5 kVA 35.8 kVA 83 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 84 81 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 82 79 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 80 77 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 78 75 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 76 73 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 74 71 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 72 69 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 70 67 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 68 65 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 66 63 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 64 61 SPARE -- 20 A 1 0 2400 -- -- -- --62 59 SPARE -- 20 A 1 0 2400 2 30 A G Frozen Beverage Freezer (E-24a) 60 57 Nugget Ice Mach. G 20 A 1 1440 2400 -- -- -- --58 55 Microwave 20 A 1 960 2400 2 30 A G Frozen Beverage Freezer (E-24b) 56 53 ---- -- -- 2760 4061 -- -- -- --54 51 Espressor Machine G 30 A 2 2760 4061 2 60 A HVAC - Rooftop Unit 52 49 ---- -- -- 2760 2760 -- -- -- --50 47 Espressor Machine G 30 A 2 2760 2760 2 30 A G Coffee Brewer 48 45 ---- -- -- 840 1020 -- -- -- --46 43 Cooler Cond. 20 A 2 840 1020 2 20 A Freezer Cond. 44 41 Cooler Coil & Recpt. 20 A 1 1716 912 -- -- -- --42 39 Cooler/Freezer Lights/ Door Htr 20 A 1 600 912 2 20 A Freezer Coil 40 37 Coffee Grinder 20 A 1 960 720 1 20 A Juicer 38 35 Coffee Grinder 20 A 1 960 1560 1 20 A G Blender 36 33 Coffee Grinder 20 A 1 960 1560 1 20 A G Blender 34 31 Ice Maker G 20 A 1 1200 1560 1 20 A G Blender 32 29 Soda Equipment G 20 A 1 1200 1560 1 20 A G Blender 30 27 Soda Equipment G 20 A 1 1200 1476 1 20 A G Ice Cream Freezer 28 25 Soda Mach./Dipper Well G 20 A 1 1200 684 1 20 A G Under Counter Fridge 26 23 Receptacle 20 A 1 180 864 1 20 A G Under Counter Fridge 24 21 Receptacle 20 A 1 540 1596 1 20 A Toaster 22 19 Receptacle 20 A 1 360 360 1 20 A Receptacle - Rooftop 20 17 Receptacle 20 A 1 720 0 1 20 A -- SPARE 18 15 Receptacle - Signs 20 A 1 720 0 1 20 A -- SPARE 16 13 Receptacle 20 A 1 720 0 1 20 A -- SPARE 14 11 Receptacle G 20 A 1 720 715 1 20 A Lighting 12 9 Receptacle 20 A 1 540 1200 1 20 A LCP Lighting - Exterior 10 7 Receptacle 20 A 1 360 600 1 20 A LCP Lighting - Exterior 8 5 Receptacle 20 A 1 1080 268 1 20 A LCP Lighting - Exterior 6 3 Receptacle 20 A 1 720 800 1 20 A LCP Bldg signage 4 1 Receptacle 20 A 1 1080 800 1 20 A LCP Bldg signage 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT PANEL SHALL BE A SINGLE SECTION PANEL. NOTES: MFGR/MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.75"D x 68"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:FLUSH WIRES:3 PANEL AMPS:400 A ---- FED FROM: PHASES:1 PANEL TYPE:MLO JAVA ESPRESS REXBURG, IDAHO PANEL LOCATION: VOLTAGE:120/240 Single A.I.C. RATING:22k PROJECT NAME: PANEL: A PAYNE ENGINEERING